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HomeMy WebLinkAboutTRUSS SEALS - CM 607116023 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). November 4,2022 Garcia, Juan Pages or sheets covered by this seal: I55082069 thru I55082157 My license renewal date for the state of Indiana is July 31, 2024. 6071_CM 6071 CM 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 6071_CM Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 6071 CM Job Reference (optional) I55082069 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-xEzIa9WCsuC1sxqffUAA3HziyFbug1cYLqQnIsyMuUC Scale = 1:56.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-10-0 14-10-0 -1-2-8 1-2-8 7-5-0 7-5-0 14-10-0 7-5-0 16-0-8 1-2-8 1-3-08-8-01-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 14-10-0. (lb) - Max Horz 28=-183(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-178(LC 8), 16=-150(LC 9), 27=-183(LC 9), 17=-164(LC 8) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=275(LC 20), 16=253(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-119/268, 8-9=-119/268 WEBS 8-22=-309/107 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-1-0, Exterior(2N) 2-1-0 to 7-5-0, Corner(3R) 7-5-0 to 10-5-0, Exterior(2N) 10-5-0 to 16-0-8 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=178, 16=150, 27=183, 17=164. 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. November 4,2022 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 6071_CM Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 6071 CM Job Reference (optional) I55082070 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-tc53?rYTNWSl5F_1mvDe8i32Z2HP8yero8vuMlyMuUA Scale = 1:56.7 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 2x4 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-0-0 15-0-0 -1-2-8 1-2-8 7-6-0 7-6-0 15-0-0 7-6-0 16-2-8 1-2-8 1-3-08-9-01-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 15-0-0. (lb) - Max Horz 28=184(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-171(LC 8), 16=-145(LC 9), 27=-167(LC 9), 17=-149(LC 8) Max Grav All reactions 250 lb or less at joint(s) 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=260(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-125/284, 8-9=-125/284 WEBS 8-22=-338/118 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 7-6-0, Corner(3R) 7-6-0 to 10-6-0, Exterior(2N) 10-6-0 to 16-2-8 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=171, 16=145, 27=167, 17=149. 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. November 4,2022 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 6071_CM Truss GE03 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 6071 CM Job Reference (optional) I55082071 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-q?DpQXZjv7iSKZ8QuKF6D78OKsy3csH8FSO?ReyMuU8 Scale = 1:22.7 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 10-0-0 10-0-0 0-4-53-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 2=108(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10 except 12=396(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-277/218 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 9-10-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 9, 10, 11, 12. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. November 4,2022 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 6071_CM Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 6071 CM Job Reference (optional) I55082072 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-mOKarCbzRkyAasIp?lHaJYDmyfg64mNQjmt6VWyMuU6 Scale = 1:46.8 Sheet BackFull Sheathing1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 38 4x6 3x4 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-9-0 26-9-0 -1-2-8 1-2-8 13-4-8 13-4-8 26-9-0 13-4-8 0-5-106-0-80-5-105.00 12 Plate Offsets (X,Y)-- [31:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.09 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 20 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-9-0. (lb) - Max Horz 2=78(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 30, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 20, 2, 29, 30, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 21 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 13-4-8, Corner(3R) 13-4-8 to 16-4-8, Exterior(2N) 16-4-8 to 26-9-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 30, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 21. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 20, 2. 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. November 4,2022 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 6071_CM Truss J01 Truss Type Jack-Open Qty 3 Ply 1 6071 CM Job Reference (optional) I55082073 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-imSKGucEzMCupASB7AK2OzI1dTGMYhsjA4MCaPyMuU4 Scale = 1:29.4 1 2 3 8 7 6 4 5 3x4 3x8 2x4 3x6 4x6 3-3-8 3-3-8 4-0-0 0-8-8 -1-2-8 1-2-8 3-3-8 3-3-8 4-0-0 0-8-8 1-3-05-3-04-3-04-8-91-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.04 0.01 (loc) 7-8 7-8 4 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 8=129(LC 12) Max Uplift 4=-16(LC 12), 5=-73(LC 12) Max Grav 8=247(LC 1), 4=58(LC 19), 5=100(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-11-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss J02 Truss Type Jack-Open Qty 15 Ply 1 6071 CM Job Reference (optional) I55082074 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Az0iTEdskfKlRK0OhtrHwAr97tcwH86tPk6m6ryMuU3 Scale = 1:29.4 1 2 5 3 4 4x6 3x6 4-0-0 4-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 1-3-05-3-04-8-95-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.61 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=129(LC 12) Max Uplift 3=-85(LC 12), 4=-4(LC 12) Max Grav 5=247(LC 1), 3=110(LC 19), 4=72(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-11-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss J03 Truss Type Jack-Open Qty 5 Ply 1 6071 CM Job Reference (optional) I55082075 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-e9a4gaeUVzSc2UbaEbMWTOORwH1O0bM0eOrJeHyMuU2 Scale = 1:12.2 1 2 5 3 43x6 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 0-8-51-10-51-5-61-10-57.00 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-R 0.16 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 12) Max Uplift 5=-10(LC 12), 3=-20(LC 12) Max Grav 5=185(LC 1), 3=36(LC 19), 4=32(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; 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) 5, 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. November 4,2022 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 6071_CM Truss J04 Truss Type Jack-Open Qty 1 Ply 1 6071 CM Job Reference (optional) I55082076 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-6L8Suwf6GHaTgdAmoItl0bwUQgLvk2cAs2btAkyMuU1 Scale: 1"=1' 1 2 5 3 4 4x6 3x4 1-4-4 1-2-15 -2-2-3 2-2-3 1-4-4 1-4-4 1-1-111-9-141-5-31-9-146.05 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-R 0.69 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-15 Max Horz 5=40(LC 9) Max Uplift 3=-62(LC 1), 4=-51(LC 1), 5=-40(LC 12) Max Grav 3=8(LC 8), 4=8(LC 8), 5=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/379 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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, 5. 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. November 4,2022 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 6071_CM Truss J05 Truss Type Jack-Open Qty 1 Ply 1 6071 CM Job Reference (optional) I55082077 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-bXir5Gfk1aiKInlyM?O_YpTeA4h8TVsJ5iKQjAyMuU0 Scale: 1"=1' 1 2 5 3 4 4x6 3x4 1-4-4 1-2-15 -2-2-3 2-2-3 1-4-4 1-4-4 1-1-111-9-146.05 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-R 0.69 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-15 Max Horz 5=40(LC 9) Max Uplift 3=-62(LC 1), 4=-51(LC 1), 5=-40(LC 12) Max Grav 3=8(LC 8), 4=8(LC 8), 5=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/379 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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, 5. 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. November 4,2022 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 6071_CM Truss J06 Truss Type Jack-Open Qty 1 Ply 1 6071 CM Job Reference (optional) I55082078 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-3kGDJbgMourBvxK9wjvD500qYUz4Cy6SKM4zFcyMuU? Scale = 1:29.4 1 4 2 3 4x6 2x4 4-0-0 4-0-0 4-0-0 4-0-0 1-3-05-3-04-8-95-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.05 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=96(LC 12) Max Uplift 2=-86(LC 12), 3=-3(LC 12) Max Grav 4=152(LC 1), 2=118(LC 19), 3=74(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss J07 Truss Type Jack-Closed Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082079 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-?6NzkHidKV5v9FUX18yhAR5IFIdCgsFlngZ4IVyMuTz Scale = 1:29.4 1 2 3 6 5 4 7 2x4 3x6 2x4 4x6 4-0-0 4-0-0 4-0-0 4-0-0 1-3-05-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.50 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 5=Mechanical Max Horz 6=127(LC 5) Max Grav 6=1686(LC 2), 5=702(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 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) 1069 lb down at 0-1-12, and 1058 lb down at 2-0-12 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=-20, 4-6=-20 Concentrated Loads (lb) Vert: 6=-979(F) 7=-968(F) November 4,2022 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 6071_CM Truss J08 Truss Type Jack-Open Qty 2 Ply 1 6071 CM Job Reference (optional) I55082080 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-TJxLxdiF4pDmmP3kbrTwjfeIrh38PJrv0KIerxyMuTy Scale = 1:12.1 1 2 5 3 4 4x6 3x6 1-1-11 1-1-1 -2-4-12 2-4-12 1-1-11 1-1-11 1-3-01-9-146.05 12 Plate Offsets (X,Y)-- [2:0-3-0,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-R 0.77 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-11 Max Horz 5=40(LC 9) Max Uplift 3=-133(LC 1), 4=-25(LC 1), 5=-48(LC 12) Max Grav 3=18(LC 12), 4=7(LC 3), 5=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-345/505 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 4, 5 except (jt=lb) 3=133. 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. November 4,2022 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 6071_CM Truss J09 Truss Type Jack-Open Qty 1 Ply 1 6071 CM Job Reference (optional) I55082081 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-xVVk8zjtr7LcOYew9Z_9FsATb5PN8l52F_2BNNyMuTx Scale = 1:12.1 1 2 5 3 4 4x6 3x6 1-1-11 1-1-1 -2-4-12 2-4-12 1-1-11 1-1-11 1-3-01-9-146.05 12 Plate Offsets (X,Y)-- [2:0-3-0,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-R 0.77 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-11 Max Horz 5=40(LC 9) Max Uplift 3=-133(LC 1), 4=-25(LC 1), 5=-48(LC 12) Max Grav 3=18(LC 12), 4=7(LC 3), 5=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-345/505 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 4, 5 except (jt=lb) 3=133. 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. November 4,2022 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 6071_CM Truss J10 Truss Type Jack-Open Qty 5 Ply 1 6071 CM Job Reference (optional) I55082082 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Ph36MJkVcQTT0iC6iGVOo4jl5VkQtCLCTenkvqyMuTw Scale = 1:19.5 1 2 5 3 4 3x4 3x6 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 1-3-03-3-02-8-93-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=74(LC 12) Max Uplift 3=-45(LC 12), 4=-11(LC 12) Max Grav 5=185(LC 1), 3=43(LC 19), 4=33(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; 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. 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. November 4,2022 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 6071_CM Truss J11 Truss Type Jack-Open Qty 1 Ply 1 6071 CM Job Reference (optional) I55082083 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-tudUZfl7NkbKdsnJG_0dKHGyVv5?cfbLiIXIRGyMuTv Scale = 1:19.5 1 4 2 3 3x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-3-03-3-02-8-93-3-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=45(LC 9) Max Uplift 2=-49(LC 12), 3=-7(LC 12) Max Grav 4=76(LC 21), 2=62(LC 19), 3=36(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; 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) 2, 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. November 4,2022 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 6071_CM Truss J12 Truss Type Jack-Open Qty 7 Ply 1 6071 CM Job Reference (optional) I55082084 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-M4Bsn?ll82jBF0MVqhXstVo7NJPhL6qUxyGr_iyMuTu Scale = 1:11.2 1 2 5 3 4 2x4 4-0-0 4-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 0-4-51-8-51-4-21-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=51(LC 8) Max Uplift 3=-34(LC 12), 2=-42(LC 8) Max Grav 3=99(LC 1), 2=247(LC 1), 4=76(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-11-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss J13 Truss Type Jack-Open Qty 2 Ply 1 6071 CM Job Reference (optional) I55082085 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-qGkE_LmNvLr2tAxhOO35PiLK6ino4Z4eAc0OW9yMuTt Scale = 1:7.9 1 2 3 42x4 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 0-4-51-0-50-8-21-0-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=33(LC 8) Max Uplift 3=-14(LC 12), 2=-43(LC 8) Max Grav 3=35(LC 1), 2=176(LC 1), 4=39(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; 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, 2. 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. November 4,2022 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 6071_CM Truss J14 Truss Type Jack-Open Qty 3 Ply 1 6071 CM Job Reference (optional) I55082086 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-ITIdCgn0gfzvVKWtx6aKywuS266cp0KnOGly2byMuTs Scale = 1:8.8 1 2 3 43x4 2-9-3 2-9-3 -1-8-8 1-8-8 2-9-3 2-9-3 0-4-51-0-20-3-150-8-31-0-22.83 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 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=32(LC 8) Max Uplift 3=-14(LC 12), 2=-70(LC 8) Max Grav 3=32(LC 1), 2=258(LC 1), 4=50(LC 3) 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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, 2. 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. November 4,2022 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 6071_CM Truss J15 Truss Type Jack-Open Qty 1 Ply 1 6071 CM Job Reference (optional) I55082087 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-mfs?P0oeRz5m6U54Vp5ZV7Qd2WROYTaxdvVVb1yMuTr Scale = 1:11.2 1 2 3 2x4 4-0-0 4-0-0 4-0-0 4-0-0 0-4-51-8-51-4-21-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 1=39(LC 8) Max Uplift 1=-1(LC 8), 2=-37(LC 8) Max Grav 1=152(LC 1), 2=114(LC 1), 3=76(LC 3) 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-4 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 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) 1, 2. 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. November 4,2022 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 6071_CM Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 6071 CM Job Reference (optional) I55082088 8.530 s May 26 2022 MiTek Industries, Inc. Fri Nov 4 11:02:08 2022 Page 1 BFS, MOORESVILLE, IN 46158 ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-LbV5St_ZZn54aJMZavv5ZyWT7ETS9QlQifohZTyMm4z Scale = 1:13.7 1 2 5 6 3 4 3x8 3-1-3 3-1-3 -1-10-0 1-10-0 3-1-3 3-1-3 0-9-112-2-05.27 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-R 0.43 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=49(LC 12) Max Uplift 5=-23(LC 12), 3=-25(LC 12) Max Grav 5=275(LC 1), 3=56(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-237/281 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-10-0 to 2-4-14, Exterior(2R) 2-4-14 to 3-0-7 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 23 lb uplift at joint 5 and 25 lb uplift at joint 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. November 4,2022 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 6071_CM Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 6071 CM Job Reference (optional) I55082089 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-AEY712qWkuTLzxqfAyeG6m25zjUZlqKNJtj9BMyMuTo Scale = 1:12.3 1 2 5 3 4 3x8 2-5-4 2-5-4 -1-10-0 1-10-0 2-5-4 2-5-4 0-9-111-10-85.27 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-R 0.47 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 12) Max Uplift 5=-26(LC 12), 3=-17(LC 12) Max Grav 5=261(LC 1), 3=28(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-224/289 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 B; Enclosed; Gable Roof; Corner Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 5, 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. November 4,2022 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 6071_CM Truss M01 Truss Type MONOPITCH Qty 9 Ply 1 6071 CM Job Reference (optional) I55082090 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-eQ6WFOr8VBbCb5Prkf9VfzbJh7mKUBMWYXTjkoyMuTn Scale = 1:22.7 1 2 3 4 6 5 2x4 2x4 3x4 2x4 4x6 5-2-9 5-2-9 10-0-0 4-9-7 -1-2-8 1-2-8 5-2-9 5-2-9 10-0-0 4-9-7 0-4-53-8-53-4-130-3-83-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.29 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 0.05 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. REACTIONS. (size)2=0-3-0, 5=0-1-8 Max Horz 2=108(LC 9) Max Uplift 2=-114(LC 8), 5=-90(LC 8) Max Grav 2=475(LC 1), 5=384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-694/510 BOT CHORD 2-6=-558/611, 5-6=-558/611 WEBS 3-5=-640/556 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 9-10-4 zone; end vertical left and right exposed; porch 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=114. 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. November 4,2022 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 6071_CM Truss M02 Truss Type MONOPITCH Qty 8 Ply 1 6071 CM Job Reference (optional) I55082091 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7cguSksmGVj3DFz1INhkCB8SIX6pDkpgnBCGGFyMuTm Scale = 1:12.9 1 2 3 4 2x4 2x4 2x4 -1-2-8 1-2-8 5-0-0 5-0-0 0-4-52-0-51-8-130-3-82-0-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >999 >946 n/a >962 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-0, 4=0-1-8 Max Horz 2=57(LC 9) Max Uplift 2=-76(LC 8), 4=-40(LC 8) Max Grav 2=280(LC 1), 4=178(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-10-4 zone; end vertical left and right exposed; porch 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) 2, 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. November 4,2022 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 6071_CM Truss M03 Truss Type MONOPITCH Qty 5 Ply 1 6071 CM Job Reference (optional) I55082092 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-3?netPt1n6_mSY7QPnjCHcDquLpqharzEVhNK7yMuTk Scale = 1:20.4 1 2 3 4 6 5 2x4 2x4 2x4 3x4 3x4 4-8-9 4-8-9 9-0-0 4-3-7 -1-2-8 1-2-8 4-8-9 4-8-9 9-0-0 4-3-7 0-4-53-4-53-0-130-3-83-4-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.23 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.04 0.01 0.04 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. REACTIONS. (size)2=0-3-0, 5=0-1-8 Max Horz 2=97(LC 9) Max Uplift 2=-106(LC 8), 5=-80(LC 8) Max Grav 2=435(LC 1), 5=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-609/494 BOT CHORD 2-6=-545/534, 5-6=-545/534 WEBS 3-5=-560/546 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-10-4 zone; end vertical left and right exposed; porch 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=106. 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. November 4,2022 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 6071_CM Truss M04 Truss Type Monopitch Qty 4 Ply 1 6071 CM Job Reference (optional) I55082093 8.530 s May 26 2022 MiTek Industries, Inc. Fri Nov 4 11:03:23 2022 Page 1 ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-e1XRCXucvqYR4qbzU9lh6m7ALTx0ELJTxpT9idyMm3o Scale = 1:18.6 1 2 3 4 4x6 3x6 3x8 M18AHS 8-2-0 8-2-0 -1-2-8 1-2-8 8-2-0 8-2-0 0-4-53-1-02-9-80-3-83-1-04.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >669 >304 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 23 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=89(LC 9) Max Uplift 2=-47(LC 8), 4=-21(LC 12) Max Grav 2=403(LC 1), 4=308(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-0-4 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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 2 and 21 lb uplift at joint 4. 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. ProBuild (Carter-Lee), Mooresville, IN - 46158, November 4,2022 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 6071_CM Truss T01 Truss Type Common Qty 3 Ply 1 6071 CM Job Reference (optional) I55082094 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-?OvPI5vHJkEUhsHoXClgM1I?A8R29W0FipAUP0yMuTi Scale = 1:51.9 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x8 6x8 6x8 7-5-0 7-5-0 14-10-0 7-5-0 -1-2-8 1-2-8 7-5-0 7-5-0 14-10-0 7-5-0 16-0-8 1-2-8 1-3-08-8-01-3-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.44 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.00 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=183(LC 11) Max Grav 8=663(LC 1), 6=663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/69, 3-4=-560/69, 2-8=-598/83, 4-6=-598/83 BOT CHORD 7-8=-225/406, 6-7=-147/272 WEBS 3-7=0/309, 2-7=-132/289, 4-7=-137/291 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-5-0, Exterior(2R) 7-5-0 to 10-5-0, Interior(1) 10-5-0 to 16-0-8 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) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. November 4,2022 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 6071_CM Truss T02 Truss Type Common Qty 1 Ply 1 6071 CM Job Reference (optional) I55082095 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-TaTnVRwv41MLJ0s?5wGvvErDUYnOuy1PwTw1xSyMuTh Scale = 1:52.4 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x8 4x8 4x8 7-6-0 7-6-0 15-0-0 7-6-0 -1-2-8 1-2-8 7-6-0 7-6-0 15-0-0 7-6-0 16-2-8 1-2-8 1-3-08-9-01-3-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-2-0,0-1-12] 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 0.71 0.44 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.00 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 2-7,4-7: 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=186(LC 11) Max Grav 8=668(LC 1), 6=668(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-558/72, 3-4=-558/72, 2-8=-604/85, 4-6=-604/86 BOT CHORD 7-8=-233/422, 6-7=-156/288 WEBS 3-7=0/307, 2-7=-146/299, 4-7=-150/301 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-6-0, Exterior(2R) 7-6-0 to 10-6-0, Interior(1) 10-6-0 to 16-2-8 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) 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) 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. November 4,2022 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 6071_CM Truss T03 Truss Type Half Hip Qty 1 Ply 1 6071 CM Job Reference (optional) I55082096 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-PzbXw7x9cfc3YK0NCLJN_fwiHMZHMubiOnP80LyMuTf Scale = 1:18.1 1 2 3 4 10 9 8 7 5 6 5x6 2x4 2x4 2x4 3x8 4x8 3x6 1-9-5 1-9-5 3-3-8 1-6-3 4-0-0 0-8-8 -1-2-8 1-2-8 1-9-5 1-9-5 3-3-8 1-6-3 4-0-0 0-8-8 1-3-02-10-93-0-51-10-92-7-11-0-02-10-912.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [7:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 8 8 5 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 10=0-3-8, 6=Mechanical Max Horz 10=66(LC 12) Max Uplift 5=-23(LC 9) Max Grav 5=129(LC 1), 10=247(LC 1), 6=16(LC 3) 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 B; Enclosed; Gable Roof; Hip Truss; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. November 4,2022 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 6071_CM Truss T04 Truss Type Half Hip Qty 1 Ply 1 6071 CM Job Reference (optional) I55082097 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-u99v8TyoNykwATbam2qcWtTsNlug5K4rcR8hYnyMuTe Scale: 1/2"=1' 1 2 3 4 9 8 7 5 6 4x6 2x4 2x4 3x12 3x4 3-3-8 3-3-8 4-0-0 0-8-8 -1-2-8 1-2-8 2-11-5 2-11-5 3-3-8 0-4-3 4-0-0 0-8-8 1-3-04-0-94-2-53-0-93-9-11-0-04-0-912.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.05 0.03 (loc) 8 8 5 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 9=0-3-8, 6=Mechanical Max Horz 9=98(LC 12) Max Uplift 5=-49(LC 12) Max Grav 5=124(LC 1), 9=251(LC 1), 6=16(LC 3) 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-11-5, Exterior(2E) 2-11-5 to 3-11-4 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) 5. 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. November 4,2022 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 6071_CM Truss T05 Truss Type Half Hip Qty 4 Ply 1 6071 CM Job Reference (optional) I55082098 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-MLiILpzQ8Gsnod9mKlLs34??M9Dkqoh?r5uF4DyMuTd Scale = 1:18.1 1 2 3 7 6 4 5 5x6 3x4 2x4 3x6 1-9-5 1-9-5 4-0-0 2-2-11 -1-2-8 1-2-8 1-9-5 1-9-5 4-0-0 2-2-11 1-3-02-10-93-0-52-10-92-7-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.05 0.02 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=66(LC 12) Max Uplift 4=-23(LC 9) Max Grav 4=87(LC 1), 7=247(LC 1), 5=64(LC 3) 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 B; Enclosed; Gable Roof; Hip Truss; 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) 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) 4. 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. November 4,2022 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 6071_CM Truss T06 Truss Type Half Hip Qty 4 Ply 1 6071 CM Job Reference (optional) I55082099 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-qYGgY9z2va_ePnkytTs5cIY9jZYoZFl84ldocfyMuTc Scale: 1/2"=1' 1 2 3 7 6 4 5 5x6 3x6 2x4 3x6 2-11-5 2-11-5 4-0-0 1-0-11 -1-2-8 1-2-8 2-11-5 2-11-5 4-0-0 1-0-11 1-3-04-0-94-2-54-0-93-9-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.23 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.06 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=99(LC 12) Max Uplift 4=-17(LC 12), 5=-28(LC 12) Max Grav 4=71(LC 1), 7=247(LC 1), 5=70(LC 19) 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-11-5, Exterior(2E) 2-11-5 to 3-11-4 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) 4, 5. 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. November 4,2022 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 6071_CM Truss T07 Truss Type HIP Qty 1 Ply 1 6071 CM Job Reference (optional) I55082100 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-mwOQzq?IRBEMf5uL?uuZhjdXSN8X137RX36vhYyMuTa Scale = 1:50.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 4x6 4x6 3x8 3x4 3x6 3x6 3x6 3x6 3x6 3x8 3x4 2x4 2x4 6-6-8 6-6-8 11-2-14 4-8-7 13-9-2 2-6-3 18-4-10 4-7-9 25-0-0 6-7-6 -1-2-8 1-2-8 6-6-8 6-6-8 11-2-14 4-8-7 13-9-2 2-6-3 18-4-10 4-7-9 25-0-0 6-7-6 26-2-8 1-2-8 0-8-57-0-147-3-00-8-57-0-147.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [9:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.28 0.53 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.04 0.05 (loc) 14-15 14-15 9 14-15 l/defl >999 >999 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-10-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=129(LC 11) Max Uplift 2=-17(LC 12), 9=-17(LC 13) Max Grav 2=1170(LC 19), 9=1170(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1501/24, 4-5=-1222/48, 5-6=-1001/52, 6-7=-1221/48, 7-9=-1498/24 BOT CHORD 2-15=-20/1373, 14-15=-20/1373, 12-14=0/1025, 11-12=0/1285, 9-11=0/1285 WEBS 4-14=-462/108, 5-14=0/416, 6-12=0/419, 7-12=-463/109 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-2-14, Exterior(2E) 11-2-14 to 13-9-2, Exterior(2R) 13-9-2 to 16-9-2, Interior(1) 16-9-2 to 26-2-8 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) 2, 9. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 4,2022 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 6071_CM Truss T08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6071 CM Job Reference (optional) I55082101 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-AV4Zcs1Bk6cwWYdwg0SGJLFvMa7ZEK?tD1LZItyMuTX Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122627282930 8x14 M18AHS 6x18 M18AHS 7x16 M18AHS 5x6 3x6 8x8 5x8 2x4 6x10 5x8 4x8 2x4 3x8 4x8 3x6 2x4 6x8 4x8 3-0-10 3-0-10 5-0-10 2-0-0 16-8-1 11-7-6 22-10-0 6-1-15 28-11-15 6-1-15 36-2-15 7-2-15 43-8-0 7-5-1 -1-2-8 1-2-8 3-0-10 3-0-10 5-0-10 2-0-0 10-10-5 5-9-11 16-8-1 5-9-11 22-10-0 6-1-15 28-11-15 6-1-15 36-2-15 7-2-15 43-8-0 7-5-1 0-8-52-3-149-0-149-3-00-8-59-0-147.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-15], [3:0-7-8,Edge], [4:0-11-4,0-1-12], [6:1-0-6,Edge], [11:Edge,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.77 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.60 0.10 0.11 (loc) 16-18 16-18 11 16-18 l/defl >999 >871 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 240 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 4-6,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 11-14: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,4-18,5-16,10-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SP No.3 , Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-12 max.): 3-4, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-13, 10-13 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=161(LC 5) Max Grav 2=2445(LC 2), 11=1942(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3611/0, 3-4=-4904/0, 4-5=-5498/0, 5-6=-2875/0, 6-7=-2448/0, 7-8=-2233/0, 8-10=-2685/0, 10-11=-3155/0 BOT CHORD 2-19=0/3102, 18-19=0/3099, 16-18=0/3038, 15-16=0/2544, 13-15=0/2544, 12-13=0/2649, 11-12=0/2649 WEBS 3-19=-284/138, 3-18=0/2471, 4-18=-2938/0, 5-18=0/2305, 5-16=-864/121, 6-16=0/1141, 7-16=-328/153, 7-13=-629/95, 8-13=0/995, 10-13=-580/135 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 B; 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) 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) 470 lb down at 2-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 4,2022 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 6071_CM Truss T08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6071 CM Job Reference (optional) I55082101 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:48 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-AV4Zcs1Bk6cwWYdwg0SGJLFvMa7ZEK?tD1LZItyMuTX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-11=-60, 20-23=-20 Concentrated Loads (lb) Vert: 26=-458(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 6071_CM Truss T09 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082102 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7uBJ1Y3RFjtelsnIoRUkOmLDaOkciDPAhLqgMmyMuTV Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1325262728 5x8 5x8 5x6 5x10 M18AHS 3x6 6x8 3x6 3x8 M18AHS5x8 3x6 3x8 3x8 3x6 3x6 2x4 8x8 3x6 3x6 5-4-1 5-4-1 7-4-1 2-0-0 13-8-10 6-4-9 20-1-3 6-4-9 25-6-13 5-5-10 34-4-3 8-9-5 43-5-0 9-0-13 -1-2-8 1-2-8 5-4-1 5-4-1 7-4-1 2-0-0 13-8-10 6-4-9 20-1-3 6-4-9 25-6-13 5-5-10 34-4-3 8-9-5 40-5-0 6-0-13 43-5-0 3-0-0 0-8-53-7-1411-0-1411-3-00-10-111-0-147.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-11], [5:0-4-0,0-1-15], [8:0-5-0,0-1-2], [12:Edge,0-3-0], [20:0-3-8,0-2-8] 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-AS 0.96 0.99 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.56 0.15 0.10 (loc) 14-16 14-16 13 19 l/defl >999 >923 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 199 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-17,7-17,8-17,8-16,10-16: 2x4 SPF No.2, 12-13: 2x6 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-19, 6-17, 8-17, 10-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=207(LC 11) Max Uplift 2=-12(LC 12) Max Grav 2=1974(LC 19), 13=1974(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3088/0, 4-5=-2545/21, 5-6=-3064/7, 6-7=-2341/65, 7-8=-1946/77, 8-10=-2325/57, 10-11=-2931/0, 11-12=-703/0, 12-13=-318/34 BOT CHORD 2-20=-55/2716, 19-20=-64/3484, 17-19=0/2645, 16-17=0/1918, 14-16=0/2440, 13-14=0/2440 WEBS 4-20=0/1511, 5-19=-951/98, 6-19=0/778, 6-17=-1019/119, 7-17=0/884, 8-17=-147/258, 8-16=0/720, 10-16=-730/157, 10-14=0/445, 5-20=-1594/11, 11-13=-2332/9 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 5-4-1, Exterior(2E) 5-4-1 to 7-4-1, Interior(1) 7-4-1 to 20-1-3, Exterior(2R) 20-1-3 to 24-5-4, Interior(1) 24-5-4 to 25-6-13, Exterior(2R) 25-6-13 to 29-10-15, Interior(1) 29-10-15 to 43-2-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.November 4,2022 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 6071_CM Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082103 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-3GJ3RE4hnL7M_AwhvsWCTBQdABQJA8oT8eJnReyMuTT Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13242526272829 6x6 5x12 5x6 3x8 6x8 3x6 2x4 5x6 3x6 5x8 3x6 3x6 2x4 8x8 3x6 3x16 M18AHS6x8 7-7-8 7-7-8 9-7-8 2-0-0 16-3-10 6-8-2 22-10-0 6-6-6 31-11-8 9-1-8 43-5-0 11-5-8 -1-2-8 1-2-8 7-7-8 7-7-8 9-7-8 2-0-0 16-3-10 6-8-2 22-10-0 6-6-6 29-7-3 6-9-3 36-4-5 6-9-3 40-5-0 4-0-11 43-5-0 3-0-0 0-8-54-11-1412-10-20-10-14-11-147.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-15], [13:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.70 0.97 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.59 0.14 0.11 (loc) 14-16 14-16 13 17 l/defl >999 >884 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 200 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-16,7-16,8-16,8-14,6-17: 2x4 SPF No.2, 12-13: 2x6 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 8-16, 5-17 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=237(LC 11) Max Uplift 2=-23(LC 12) Max Grav 2=2000(LC 19), 13=1988(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3030/30, 4-5=-3096/44, 5-6=-2780/47, 6-7=-2078/95, 7-8=-2078/104, 8-10=-2737/39, 10-11=-2898/36, 11-12=-774/0, 12-13=-364/3 BOT CHORD 2-19=-84/2703, 18-19=-85/2699, 17-18=-64/3197, 16-17=0/2417, 14-16=0/2175, 13-14=0/2388 WEBS 4-18=0/1330, 5-18=-1065/22, 6-16=-1066/146, 7-16=-16/1684, 8-16=-821/149, 8-14=0/570, 11-13=-2214/89, 6-17=0/824, 5-17=-938/89 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 7-7-8, Exterior(2E) 7-7-8 to 9-7-8, Interior(1) 9-7-8 to 22-10-0, Exterior(2R) 22-10-0 to 27-2-2, Interior(1) 27-2-2 to 43-2-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.November 4,2022 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 6071_CM Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082104 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-?fRqsv6yJyN4ET441HZgYcVzO?9ze3LmcyotVXyMuTR Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 1428293031 5x8 5x8 5x6 3x6 6x8 3x6 3x16 M18AHS4x8 2x4 4x6 3x8 5x8 3x6 3x6 2x4 6x10 4x6 3x16 M18AHS 9-10-15 9-10-15 11-10-15 2-0-0 22-10-0 10-11-1 32-8-10 9-10-10 43-5-0 10-8-6 -1-2-8 1-2-8 5-1-3 5-1-3 9-10-15 4-9-11 11-10-15 2-0-0 17-5-5 5-6-7 22-10-0 5-4-11 29-7-3 6-9-3 36-4-5 6-9-3 43-5-0 7-0-11 0-8-56-3-1412-10-20-10-16-3-147.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-11], [6:0-4-0,0-1-15], [13:0-6-0,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-AS 0.65 0.83 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.82 0.14 0.11 (loc) 16-18 16-18 13 16-18 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 204 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,5-19,6-19,6-18,11-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-19, 7-16, 9-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=227(LC 9) Max Uplift 2=-22(LC 12) Max Grav 2=2034(LC 19), 13=1993(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3060/55, 4-5=-2920/37, 5-6=-2490/58, 6-7=-3357/111, 7-8=-2122/91, 8-9=-2137/98, 9-11=-2860/49, 11-13=-3026/31 BOT CHORD 2-19=-137/2734, 18-19=-31/2973, 16-18=0/2297, 14-16=0/2201, 13-14=0/2517 WEBS 5-19=0/1172, 6-19=-1141/0, 6-18=-783/150, 7-18=-72/1320, 7-16=-946/172, 8-16=-23/1769, 9-16=-785/163, 9-14=-0/591, 11-14=-274/150 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 9-10-15, Exterior(2E) 9-10-15 to 11-10-15, Interior(1) 11-10-15 to 22-10-0, Exterior(2R) 22-10-0 to 27-2-2, Interior(1) 27-2-2 to 43-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 4,2022 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 6071_CM Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082105 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-x2ZaHb7CrZdoTnES8ib8d1aIxoqp6?I23GH_aPyMuTP Scale = 1:94.0 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 1428293031 5x8 5x8 5x6 3x6 6x10 3x6 3x16 M18AHS4x8 2x4 4x6 3x8 5x8 3x6 3x6 2x4 6x10 4x6 3x16 M18AHS 11-8-1 11-8-1 13-8-1 2-0-0 22-10-0 9-1-15 33-3-11 10-5-11 43-5-0 10-1-5 -1-2-8 1-2-8 5-11-13 5-11-13 11-8-1 5-8-5 13-8-1 2-0-0 18-3-1 4-6-15 22-10-0 4-6-15 29-7-3 6-9-3 36-4-5 6-9-3 43-5-0 7-0-11 0-8-57-4-312-10-20-10-17-4-37.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-8], [5:0-4-0,0-1-11], [6:0-4-0,0-1-15], [13:0-6-0,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-AS 0.71 0.81 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.75 0.15 0.11 (loc) 14-16 14-16 13 18 l/defl >999 >697 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 208 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,5-19,6-19,6-18,11-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-19, 6-18, 7-16, 9-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=227(LC 9) Max Uplift 2=-22(LC 12) Max Grav 2=2028(LC 19), 13=1993(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3034/62, 4-5=-2832/38, 5-6=-2392/65, 6-7=-3059/117, 7-8=-2099/92, 8-9=-2126/98, 9-11=-2899/55, 11-13=-3044/25 BOT CHORD 2-19=-134/2720, 18-19=-16/2716, 16-18=0/2208, 14-16=0/2188, 13-14=0/2528 WEBS 5-19=0/1095, 6-19=-818/33, 6-18=-911/118, 7-18=-90/1195, 7-16=-931/167, 8-16=-32/1776, 9-16=-780/166, 9-14=-7/622, 11-14=-266/152 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 11-8-1, Exterior(2E) 11-8-1 to 13-8-1, Interior(1) 13-8-1 to 22-10-0, Exterior(2R) 22-10-0 to 27-2-2, Interior(1) 27-2-2 to 43-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 4,2022 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 6071_CM Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082106 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:29:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-uQgLiH9SNBtWj5OrG7dciSggfcVHatlLXam5eIyMuTN Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 1428293031 5x8 5x16 M18AHS 5x6 3x6 6x8 3x6 3x16 M18AHS4x8 2x4 4x6 3x8 5x8 3x6 3x6 2x4 6x10 4x6 3x16 M18AHS 9-4-10 9-4-10 11-4-10 2-0-0 22-10-0 11-5-6 32-6-9 9-8-9 43-5-0 10-10-7 -1-2-8 1-2-8 4-10-1 4-10-1 9-4-10 4-6-9 11-4-10 2-0-0 17-2-3 5-9-9 22-10-0 5-7-13 29-7-3 6-9-3 36-4-5 6-9-3 43-5-0 7-0-11 0-8-56-0-312-10-20-10-16-0-37.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-11], [6:0-8-0,0-1-15], [13:0-6-0,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-AS 0.63 0.87 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.93 0.14 0.11 (loc) 16-18 16-18 13 16-18 l/defl >988 >561 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 203 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,5-19,6-19,6-18,11-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-19, 7-16, 9-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=227(LC 9) Max Uplift 2=-22(LC 12) Max Grav 2=2036(LC 19), 13=1993(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3064/53, 4-5=-2948/36, 5-6=-2516/56, 6-7=-3453/108, 7-8=-2129/90, 8-9=-2140/98, 9-11=-2848/47, 11-13=-3021/32 BOT CHORD 2-19=-139/2734, 18-19=-35/3056, 16-18=0/2325, 14-16=0/2204, 13-14=0/2514 WEBS 5-19=0/1196, 6-19=-1240/0, 6-18=-749/159, 7-18=-66/1364, 7-16=-951/174, 8-16=-20/1766, 9-16=-786/162, 9-14=0/581, 11-14=-276/149 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 9-4-10, Exterior(2E) 9-4-10 to 11-4-10, Interior(1) 11-4-10 to 22-10-0, Exterior(2R) 22-10-0 to 27-2-2, Interior(1) 27-2-2 to 43-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 4,2022 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 6071_CM Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082107 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-qpo57zBivo7DyOYDNXg4otlwQQ9i2mXe_uFCjAyMuTL Scale = 1:88.5 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 143031 6x8 3x6 5x6 3x6 6x8 3x6 3x16 M18AHS2x4 5x8 5x12 3x6 5x8 3x6 3x6 3x6 6x10 4x6 3x6 3x6 2x4 7-1-3 7-1-3 9-1-3 2-0-0 16-0-8 6-11-4 22-10-0 6-9-8 29-7-3 6-9-3 36-4-5 6-9-3 43-5-0 7-0-11 -1-2-8 1-2-8 7-1-3 7-1-3 9-1-3 2-0-0 15-11-10 6-10-6 16-0-8 0-0-14 22-10-0 6-9-8 29-7-3 6-9-3 36-4-5 6-9-3 43-5-0 7-0-11 0-8-54-8-312-10-20-10-14-8-37.00 12 Plate Offsets (X,Y)-- [4:0-4-15,Edge], [5:0-6-0,0-1-15], [13:0-6-0,Edge], [20:0-3-8,0-2-8] 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-AS 1.00 1.00 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.48 0.17 0.11 (loc) 17-18 17-18 13 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 205 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-17,8-17,9-17,9-15,7-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-17, 9-17, 11-15, 5-18 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=227(LC 9) Max Uplift 2=-22(LC 12) Max Grav 2=2003(LC 19), 13=1963(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3044/30, 4-5=-3186/39, 5-7=-2795/44, 7-8=-2078/96, 8-9=-2074/104, 9-11=-2616/39, 11-13=-3004/0 BOT CHORD 2-21=-97/2717, 20-21=-97/2714, 18-20=-74/3283, 17-18=-2/2455, 15-17=0/2199, 14-15=0/2494, 13-14=0/2494 WEBS 4-20=0/1420, 5-20=-1095/24, 7-17=-1096/143, 8-17=-13/1668, 9-17=-865/138, 9-15=0/535, 11-15=-413/110, 7-18=0/822, 5-18=-983/86 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 7-1-3, Exterior(2E) 7-1-3 to 9-1-3, Interior(1) 9-1-3 to 22-10-0, Exterior(2R) 22-10-0 to 27-2-2, Interior(1) 27-2-2 to 43-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.November 4,2022 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 6071_CM Truss T15 Truss Type Roof Special Qty 1 Ply 1 6071 CM Job Reference (optional) I55082108 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-mCwrYeCzQPNxBihcVyiYtIqIcDtiWcSxRCkIn3yMuTJ Scale = 1:88.5 12 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14212223 8x14 M18AHS 3x6 5x6 3x6 5x8 3x12 3x8 M18AHS2x4 8x8 3x6 5x8 3x6 5x8 3x6 3x6 2x4 5x8 4x6 4x6 3x16 M18AHS 4-9-13 4-9-13 6-9-13 2-0-0 14-9-14 8-0-2 22-10-0 8-0-2 34-0-9 11-2-9 43-5-0 9-4-7 -1-2-8 1-2-8 4-9-13 4-9-13 6-9-13 2-0-0 14-9-14 8-0-2 22-10-0 8-0-2 29-7-3 6-9-3 36-4-5 6-9-3 43-5-0 7-0-11 0-8-53-4-312-10-20-10-13-4-37.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-0], [4:0-7-8,Edge], [5:0-4-0,0-1-15], [13:0-6-0,Edge], [19:0-3-8,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 0.89 0.84 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.91 0.14 0.11 (loc) 14-16 14-16 13 18-19 l/defl >951 >572 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 202 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,8-10: 2x4 SPF No.2, 10-13: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,4-19,5-19,7-18,11-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-9-13, Right 2x6 SPF No.2 4-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except 2-0-0 oc purlins (2-10-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-16, 9-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=229(LC 11) Max Uplift 2=-22(LC 12) Max Grav 2=2015(LC 19), 13=1988(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3191/19, 4-5=-3575/24, 5-7=-3004/35, 7-8=-2146/89, 8-9=-2123/99, 9-11=-2964/64, 11-13=-3144/0 BOT CHORD 2-20=-106/2779, 19-20=-106/2780, 18-19=-91/3783, 16-18=-14/2642, 14-16=0/2188, 13-14=0/2538 WEBS 4-19=0/1842, 5-19=-1354/61, 5-18=-1225/83, 7-18=0/754, 7-16=-1155/160, 8-16=0/1707, 9-16=-779/169, 9-14=-16/690 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-10, Interior(1) 3-1-10 to 4-9-13, Exterior(2E) 4-9-13 to 6-9-13, Interior(1) 6-9-13 to 22-10-0, Exterior(2R) 22-10-0 to 27-2-2, Interior(1) 27-2-2 to 43-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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. November 4,2022 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 6071_CM Truss T16 Truss Type Common Qty 1 Ply 1 6071 CM Job Reference (optional) I55082109 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-EOUEl_DbBjVopsGo2gDnPWNSgdDsFB44gsTsKVyMuTI Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 1318192021 3x6 5x6 3x6 5x8 3x4 3x4 3x16 M18AHS 4x8 3x6 3x6 2x4 3x6 3x6 2x4 5x8 3x6 3x6 3x16 M18AHS 10-6-12 10-6-12 20-10-0 10-3-4 31-1-4 10-3-4 41-8-0 10-6-12 7-1-11 7-1-11 13-11-13 6-10-3 20-10-0 6-10-3 27-8-3 6-10-3 34-6-5 6-10-3 41-8-0 7-1-11 42-10-8 1-2-8 0-8-512-10-20-8-57.00 12 Plate Offsets (X,Y)-- [1:0-4-4,Edge], [11:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.78 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.55 0.12 0.07 (loc) 13-15 13-15 11 15 l/defl >999 >912 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 182 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 9-13,3-17: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-1-1, Right 2x4 SPF-S Stud 4-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 REACTIONS. (size)1=0-3-8, 11=0-3-8 Max Horz 1=-229(LC 8) Max Uplift 11=-14(LC 13) Max Grav 1=1915(LC 19), 11=1982(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3021/35, 3-5=-2814/55, 5-6=-1991/98, 6-7=-1992/98, 7-9=-2807/53, 9-11=-3011/33 BOT CHORD 1-17=-96/2652, 15-17=0/2228, 13-15=0/2113, 11-13=0/2470 WEBS 6-15=-7/1590, 7-15=-834/162, 7-13=0/688, 9-13=-287/160, 5-15=-836/162, 5-17=0/696, 3-17=-294/164 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-2-0, Interior(1) 4-2-0 to 20-10-0, Exterior(2R) 20-10-0 to 25-0-0, Interior(1) 25-0-0 to 42-10-8 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 7) 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. November 4,2022 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 6071_CM Truss T17 Truss Type Common Qty 1 Ply 1 6071 CM Job Reference (optional) I55082110 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Bmb_AgErjKlW29QBA5FFVwSnCRvVj5bN8AyzOOyMuTG Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 1419202122 3x6 5x6 3x6 5x8 3x6 3x6 3x16 M18AHS 4x8 3x6 3x6 2x4 3x6 3x6 2x4 5x8 3x6 3x6 3x16 M18AHS 10-6-12 10-6-12 20-10-0 10-3-4 31-1-4 10-3-4 41-8-0 10-6-12 -1-2-8 1-2-8 7-1-11 7-1-11 13-11-13 6-10-3 20-10-0 6-10-3 27-8-3 6-10-3 34-6-5 6-10-3 41-8-0 7-1-11 42-10-8 1-2-8 0-8-512-10-20-8-57.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [12:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.77 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.55 0.12 0.07 (loc) 16-18 16-18 12 16 l/defl >999 >905 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 183 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 10-14,4-18: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-1-1, Right 2x4 SPF-S Stud 4-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-231(LC 10) Max Uplift 2=-14(LC 12), 12=-14(LC 13) Max Grav 2=1981(LC 19), 12=1981(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3010/33, 4-6=-2806/53, 6-7=-1990/98, 7-8=-1990/98, 8-10=-2806/53, 10-12=-3010/33 BOT CHORD 2-18=-92/2642, 16-18=0/2225, 14-16=0/2111, 12-14=0/2469 WEBS 7-16=-7/1589, 8-16=-834/162, 8-14=0/687, 10-14=-287/160, 6-16=-833/162, 6-18=0/687, 4-18=-287/160 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-11-8, Interior(1) 2-11-8 to 20-10-0, Exterior(2R) 20-10-0 to 25-0-0, Interior(1) 25-0-0 to 42-10-8 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 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. November 4,2022 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 6071_CM Truss T18 Truss Type Roof Special Qty 1 Ply 1 6071 CM Job Reference (optional) I55082111 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-79jkbMG5Fx0EITaZHWIjaLY7HEZdBtpgbUR3TGyMuTE Scale = 1:92.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 152526 3x6 3x6 8x8 3x6 6x16 2x4 2x4 3x16 M18AHS8x8 6x8 3x6 3x6 2x4 5x8 3x6 3x6 5x16 M18AHS 3x6 4x8 2x4 3x6 8x8 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 20-10-0 7-11-8 31-10-8 11-0-8 41-8-0 9-9-8 -1-2-81-2-8 3-3-83-3-8 8-1-04-9-8 12-10-84-9-8 20-10-07-11-8 27-8-36-10-3 34-6-56-10-3 41-8-07-1-11 42-10-81-2-8 0-8-512-10-20-8-51-0-07.00 12 Plate Offsets (X,Y)-- [3:0-1-12,Edge], [13:0-4-4,Edge], [19:0-6-8,0-2-0], [20:0-3-8,0-2-0], [21:0-6-8,0-0-0], [24:0-1-11,0-2-15] 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 0.96 0.92 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.84 0.24 0.12 (loc) 15-17 15-17 13 19 l/defl >969 >594 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 205 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-24: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-22: 2x4 SP 2400F 2.0E, 8-19,8-17,9-17,9-15,3-21: 2x4 SPF No.2 2-24: 2x8 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 4-1-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 8-19, 9-17 REACTIONS. (size)24=0-3-8, 13=0-3-8 Max Horz 24=-240(LC 10) Max Uplift 24=-19(LC 12), 13=-15(LC 13) Max Grav 24=1925(LC 19), 13=1941(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1767/0, 3-4=-4606/126, 4-6=-3399/35, 6-7=-2795/58, 7-8=-2891/206, 8-9=-1907/98, 9-11=-2795/66, 11-13=-2967/27, 2-24=-1424/26 BOT CHORD 23-24=-105/1431, 22-23=-107/1469, 20-21=-233/4564, 19-20=-63/3045, 15-17=0/2030, 13-15=0/2430 WEBS 21-22=-55/930, 4-21=-21/765, 7-19=-442/192, 17-19=0/1585, 8-19=-207/1523, 8-17=-36/877, 9-17=-817/168, 9-15=-6/740, 11-15=-281/161, 3-21=-195/3755, 6-19=-722/70, 6-20=0/504, 4-20=-1562/175, 3-23=-541/20, 3-22=-1274/104 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 20-10-0, Exterior(2R) 20-10-0 to 25-0-0, Interior(1) 25-0-0 to 42-10-8 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 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. November 4,2022 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 6071_CM Truss T19 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082112 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-XkPtDNI_YsOp9xI8zerQC_AgzSZNOEs6HSgk4byMuTB Scale = 1:91.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 142829 3x6 3x6 8x8 3x6 6x16 2x4 2x4 3x16 M18AHS8x8 6x8 3x6 3x6 2x4 5x8 3x6 5x16 M18AHS 2x4 3x6 8x8 3x6 4x8 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 20-10-0 7-11-8 31-10-8 11-0-8 41-8-0 9-9-8 -1-2-81-2-8 3-3-83-3-8 8-1-04-9-8 12-10-84-9-8 20-10-07-11-8 27-8-36-10-3 34-6-56-10-3 41-8-07-1-11 0-8-512-10-20-8-51-0-07.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [13:0-4-4,Edge], [18:0-6-8,0-2-0], [19:0-3-8,0-2-0], [20:0-6-12,0-0-4], [23:0-1-11,0-2-15] 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-AS 0.80 0.98 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.87 0.24 0.12 (loc) 14-16 14-16 13 18 l/defl >951 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 201 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-23: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-21,8-18,8-16,9-16,9-14,3-20: 2x4 SPF No.2 2-23: 2x8 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-17, 8-18, 9-16 REACTIONS. (size)23=0-3-8, 13=0-3-8 Max Horz 23=234(LC 9) Max Uplift 23=-18(LC 12) Max Grav 23=1930(LC 19), 13=1875(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1751/0, 3-4=-4754/137, 4-6=-3402/36, 6-7=-2797/59, 7-8=-2881/202, 8-9=-1916/97, 9-11=-2792/69, 11-13=-2927/30, 2-23=-1387/25 BOT CHORD 22-23=-113/1429, 21-22=-114/1470, 19-20=-248/4533, 18-19=-74/3045, 14-16=0/2023, 13-14=0/2449 WEBS 20-21=-65/1008, 4-20=-27/799, 7-18=-425/186, 16-18=0/1586, 8-18=-202/1501, 8-16=-32/876, 9-16=-799/168, 9-14=-11/734, 11-14=-307/154, 3-20=-223/4054, 3-22=-583/19, 3-21=-1495/125, 6-18=-728/72, 6-19=0/502, 4-19=-1530/178 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 20-10-0, Exterior(2R) 20-10-0 to 25-0-0, Interior(1) 25-0-0 to 41-8-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 4,2022 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 6071_CM Truss T20 Truss Type ROOF SPECIAL Qty 2 Ply 1 6071 CM Job Reference (optional) I55082113 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-T7Wde3KE4UeWOESX43tuHPF0YFFxs8RPlm9q8UyMuT9 Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 142829 3x6 6x8 3x6 8x8 3x6 6x16 2x4 2x4 3x16 M18AHS8x8 3x6 3x6 2x4 6x8 4x6 5x16 M18AHS 2x4 8x8 3x6 3x6 4x8 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 20-10-0 7-11-8 31-8-8 10-10-8 41-5-0 9-8-8 -1-2-8 1-2-8 3-3-8 3-3-8 8-1-0 4-9-8 12-10-8 4-9-8 20-10-0 7-11-8 27-7-3 6-9-3 34-4-5 6-9-3 41-5-0 7-0-11 0-8-512-10-20-10-11-0-07.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [13:0-5-8,0-0-1], [18:0-6-8,0-2-0], [19:0-3-8,0-2-0], [20:0-6-12,0-0-4], [23:0-1-11,0-2-15] 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-AS 0.80 0.97 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.84 0.25 0.12 (loc) 14-16 14-16 13 18 l/defl >972 >584 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 202 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-10,1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-23: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-21,8-18,8-16,9-16,9-14,3-20: 2x4 SPF No.2 2-23: 2x8 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-17, 8-18, 9-16 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=234(LC 9) Max Uplift 23=-18(LC 12) Max Grav 23=1919(LC 19), 13=1862(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1740/0, 3-4=-4724/141, 4-6=-3378/38, 6-7=-2774/60, 7-8=-2858/203, 8-9=-1894/98, 9-11=-2696/71, 11-13=-2827/30, 2-23=-1379/25 BOT CHORD 22-23=-116/1420, 21-22=-117/1461, 19-20=-254/4504, 18-19=-78/3023, 14-16=0/1983, 13-14=0/2344 WEBS 20-21=-66/1002, 4-20=-28/795, 7-18=-426/186, 16-18=0/1567, 8-18=-203/1499, 8-16=-32/859, 9-16=-771/167, 9-14=-14/665, 11-14=-269/154, 3-20=-228/4029, 3-22=-579/19, 3-21=-1486/128, 6-18=-727/72, 6-19=0/501, 4-19=-1524/180 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 20-10-0, Exterior(2R) 20-10-0 to 24-11-11, Interior(1) 24-11-11 to 41-5-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 23. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 4,2022 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 6071_CM Truss T21 Truss Type HIP Qty 1 Ply 1 6071 CM Job Reference (optional) I55082114 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-QVeO3lLUc5uEdYcwCUwMMqKMw3xDK3HiC4exDMyMuT7 Scale = 1:86.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 3x6 6x10 5x10 M18AHS 3x6 8x8 3x6 8x10 2x4 2x4 3x6 8x8 3x8 3x6 2x4 6x10 4x6 5x16 M18AHS 2x4 8x8 3x6 3x6 4x8 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 17-10-10 5-0-2 23-9-6 5-10-13 32-5-7 8-8-1 41-5-0 8-11-9 -1-2-8 1-2-8 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 17-10-10 5-0-2 23-9-6 5-10-13 32-5-7 8-8-1 41-5-0 8-11-9 0-8-510-11-611-1-80-10-11-0-010-11-67.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [8:0-6-6,Edge], [9:0-5-0,0-1-2], [13:0-6-0,Edge], [17:0-3-8,Edge], [19:0-4-8,Edge], [20:0-3-8,0-2-0], [21:0-6-8,0-0-4], [24:0-1-11,0-2-15] 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-AS 0.80 0.99 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.48 0.26 0.12 (loc) 14-16 14-16 13 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 208 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10,10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-21,13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-22,8-19,8-17,8-16,9-16,11-16,3-21: 2x4 SPF No.2 2-24: 2x8 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-8 max.): 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-18, 8-17, 8-16, 11-16 REACTIONS. (size)24=0-3-8, 13=Mechanical Max Horz 24=202(LC 9) Max Uplift 24=-24(LC 12), 13=-6(LC 13) Max Grav 24=1896(LC 19), 13=1864(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1719/0, 3-4=-4632/134, 4-6=-3323/47, 6-7=-2730/67, 7-8=-2713/160, 8-9=-1757/102, 9-11=-2146/70, 11-13=-2803/36, 2-24=-1362/29 BOT CHORD 23-24=-100/1381, 22-23=-102/1421, 20-21=-223/4392, 19-20=-66/2955, 16-17=0/1756, 14-16=0/2337, 13-14=0/2337 WEBS 21-22=-57/976, 4-21=-20/776, 17-19=0/1741, 8-19=-141/1354, 9-16=0/669, 11-16=-800/149, 11-14=0/433, 3-21=-200/3928, 3-23=-572/22, 3-22=-1445/111, 6-19=-755/86, 6-20=0/491, 4-20=-1479/161 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 17-10-10, Exterior(2R) 17-10-10 to 22-0-5, Interior(1) 22-0-5 to 23-9-6, Exterior(2R) 23-9-6 to 27-11-1, Interior(1) 27-11-1 to 41-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 November 4,2022 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 6071_CM Truss T21 Truss Type HIP Qty 1 Ply 1 6071 CM Job Reference (optional) I55082114 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:15 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-uiCmG5M7NP05FiB6lBRbv1tXgTHS3WXrRjNUlpyMuT6 NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 6071_CM Truss T22 Truss Type HIP Qty 1 Ply 1 6071 CM Job Reference (optional) I55082115 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-q4KWhnONu0GpU?LVtcT3_Syt8GysXPd8u1sbphyMuT4 Scale = 1:75.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 153132 3x6 6x8 5x8 3x6 8x8 3x6 2x4 2x4 3x6 6x10 6x16 2x4 3x8 3x8 3x6 2x4 6x10 4x6 6x16 2x4 3x6 8x8 3x6 4x8 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 14-5-7 1-6-15 20-11-12 6-6-5 27-2-9 6-2-13 34-2-0 6-11-8 41-5-0 7-3-0 -1-2-81-2-8 1-4-41-4-4 3-3-81-11-4 8-1-04-9-8 12-10-84-9-8 14-5-71-6-15 20-11-126-6-5 27-2-96-2-13 34-2-06-11-8 41-5-07-3-0 0-8-58-11-69-1-80-10-11-0-08-11-67.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [8:0-4-6,Edge], [10:0-4-6,Edge], [14:0-6-0,Edge], [21:0-5-0,0-2-12], [22:0-3-8,0-2-0], [26:0-1-11,0-2-15] 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-AS 0.81 0.99 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.45 0.28 0.12 (loc) 18-19 18-19 14 21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 21-23,14-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-24,19-21,8-19,9-19,9-18,9-16,10-16,3-23: 2x4 SPF No.2 2-26: 2x8 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 8-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-20, 8-19, 9-19, 9-16, 12-16 REACTIONS. (size)26=0-3-8, 14=Mechanical Max Horz 26=166(LC 9) Max Uplift 26=-31(LC 12), 14=-11(LC 13) Max Grav 26=1873(LC 2), 14=1797(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1715/0, 3-5=-4478/127, 5-6=-3307/56, 6-7=-2734/76, 7-8=-2560/114, 8-9=-1976/93, 9-10=-1974/94, 10-12=-2367/69, 12-14=-2747/43, 2-26=-1342/34 BOT CHORD 25-26=-82/1320, 24-25=-83/1359, 22-23=-190/4211, 21-22=-49/2832, 18-19=0/2218, 16-18=0/2218, 15-16=0/2292, 14-15=0/2292 WEBS 23-24=-45/935, 5-23=-11/747, 19-21=0/2259, 8-21=-85/1600, 8-19=-612/102, 9-19=-502/98, 9-18=0/359, 9-16=-515/107, 10-16=0/816, 12-16=-473/120, 3-23=-171/3766, 3-25=-567/24, 3-24=-1380/90, 6-21=-771/90, 6-22=0/480, 5-22=-1419/145 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 14-5-7, Exterior(2R) 14-5-7 to 18-7-3, Interior(1) 18-7-3 to 27-2-9, Exterior(2R) 27-2-9 to 31-4-4, Interior(1) 31-4-4 to 41-5-0 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) 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) 26, 14. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 November 4,2022 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 6071_CM Truss T22 Truss Type HIP Qty 1 Ply 1 6071 CM Job Reference (optional) I55082115 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:17 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-q4KWhnONu0GpU?LVtcT3_Syt8GysXPd8u1sbphyMuT4 NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 6071_CM Truss T23 Truss Type Roof Special Qty 1 Ply 1 6071 CM Job Reference (optional) I55082116 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Ef?fJoQFBxeOLT33Yk1mc5aLqU_ykmvaa?5FQ0yMuT1 Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 152627 3x6 5x12 5x6 5x6 6x8 4x6 4x6 8x8 3x6 2x4 2x4 3x8 M18AHS6x10 6x16 3x6 3x6 3x8 2x4 3x6 4x8 5x16 M18AHS 2x4 8x8 3x6 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 17-11-11 5-1-3 24-3-11 6-4-0 30-7-11 6-4-0 41-5-0 10-9-5 -1-2-81-2-81-4-41-4-4 3-3-81-11-4 8-1-04-9-8 12-10-84-9-8 14-6-01-7-8 17-11-113-5-11 24-3-116-4-0 30-7-116-4-0 35-10-95-2-15 41-5-05-6-7 0-8-56-11-69-1-130-10-11-0-06-11-67.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [14:0-6-0,Edge], [20:0-6-4,0-2-12], [21:0-3-8,0-2-0], [22:0-6-0,0-0-0], [25:0-1-11,0-2-15] 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 0.91 0.96 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.60 0.24 0.13 (loc) 17-18 14-15 14 17-18 l/defl >999 >827 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 208 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2, 11-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 20-22,14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-23,18-20,8-18,9-17,10-15,3-22: 2x4 SPF No.2 2-25: 2x8 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 9-18, 9-17, 10-15 REACTIONS. (size)14=Mechanical, 25=0-3-8 Max Horz 25=168(LC 11) Max Uplift 14=-44(LC 13) Max Grav 14=1789(LC 2), 25=1887(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1730/0, 3-5=-4529/3, 5-6=-3306/0, 6-7=-2705/47, 7-8=-2565/71, 8-9=-3139/128, 9-10=-2767/122, 10-11=-2174/119, 11-12=-2564/106, 12-14=-2740/129, 2-25=-1395/13 BOT CHORD 24-25=-42/1351, 23-24=-43/1388, 21-22=-68/4350, 20-21=0/2917, 17-18=0/2746, 15-17=0/2766, 14-15=-36/2219 WEBS 22-23=-17/924, 5-22=0/759, 18-20=0/2126, 8-20=-87/1061, 8-18=-145/1742, 9-18=-1797/182, 10-17=-6/296, 10-15=-857/50, 11-15=0/975, 6-20=-768/85, 6-21=0/486, 5-21=-1474/116, 3-22=-61/3721, 3-24=-530/9, 3-23=-1288/47 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 14-6-0, Exterior(2E) 14-6-0 to 17-11-11, Interior(1) 17-11-11 to 30-7-11, Exterior(2R) 30-7-11 to 34-9-6, Interior(1) 34-9-6 to 41-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 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.November 4,2022 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 6071_CM Truss T24 Truss Type Common Qty 2 Ply 1 6071 CM Job Reference (optional) I55082117 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-B27PkUSWjYv6bnDSg93EhWfn?HiwCsGt2JaMVvyMuT? Scale = 1:47.2 1 2 3 4 5 6 7 8 9 12 11 1013 3x6 4x8 4x8 3x4 3x4 4x8 3x4 3x4 3x6 3x6 2x4 3x6 2x4 8-4-3 8-4-3 16-4-13 8-0-11 24-9-0 8-4-3 -1-2-8 1-2-8 6-4-12 6-4-12 12-6-0 6-1-4 18-5-12 5-11-12 24-9-0 6-3-4 0-8-57-11-130-10-17.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [9:0-6-0,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-S 0.54 0.80 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.25 0.05 0.02 (loc) 10-12 2-12 9 12 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 2x4 SPF No.2 *Except* 4-12,7-10: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-7-15, Right 2x6 SPF No.2 3-7-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-3-8 Max Horz 2=142(LC 9) Max Uplift 2=-14(LC 12) Max Grav 9=1114(LC 20), 2=1183(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1608/26, 4-6=-1478/74, 6-7=-1434/72, 7-9=-1570/27 BOT CHORD 2-12=-41/1396, 10-12=0/941, 9-10=0/1248 WEBS 4-12=-315/158, 6-12=-46/679, 6-10=-43/637, 7-10=-291/157 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 12-6-0, Exterior(2R) 12-6-0 to 15-6-0, Interior(1) 15-6-0 to 24-9-0 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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. November 4,2022 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 6071_CM Truss T25 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082118 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7QFA9ATmFA9pq4Nrna5imxl4L5LXgc9AVd3TYnyMuSz Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 8x8 6x6 5x6 6x8 4x6 8x8 3x6 6x10 2x4 2x4 3x16 M18AHS6x10 3x6 3x6 4x6 3x6 4x6 2x4 8x8 5x12 3x6 1-4-4 1-4-4 3-3-8 1-11-4 8-1-0 4-9-8 12-10-8 4-9-8 21-2-4 8-3-12 27-6-4 6-4-0 33-10-4 6-4-0 41-5-0 7-6-12 -1-2-8 1-2-8 3-3-8 3-3-8 8-1-0 4-9-8 12-10-8 4-9-8 14-6-0 1-7-8 21-2-4 6-8-4 27-6-4 6-4-0 33-10-4 6-4-0 41-5-0 7-6-12 0-8-55-0-149-1-130-10-11-0-05-0-147.00 12 Plate Offsets (X,Y)-- [3:0-1-12,Edge], [13:0-5-8,0-0-5], [19:0-3-12,0-2-8], [21:0-5-0,0-0-0], [24:0-1-11,0-2-15] 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-AS 0.74 0.99 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.75 0.28 0.20 (loc) 17 17-18 13 15-17 l/defl >999 >659 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 198 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2, 11-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-22: 2x4 SP 2400F 2.0E, 17-19,8-17,3-21: 2x4 SPF No.2 2-24: 2x8 SP 2400F 2.0E SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-3 max.): 9-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-18, 9-17, 10-14 REACTIONS. (size)13=Mechanical, 24=0-3-8 Max Horz 24=170(LC 9) Max Uplift 13=-43(LC 13) Max Grav 13=1642(LC 1), 24=1735(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1557/0, 3-4=-4006/5, 4-6=-3014/0, 6-7=-2490/49, 7-8=-2365/61, 8-9=-4069/157, 9-10=-3218/112, 10-11=-2084/119, 11-13=-2535/92, 2-24=-1250/12 BOT CHORD 23-24=-50/1126, 22-23=-50/1164, 20-21=-82/3746, 19-20=0/2567, 15-17=0/3558, 14-15=0/3218, 13-14=0/2110 WEBS 21-22=-22/742, 4-21=0/565, 17-19=0/1879, 8-19=-67/840, 8-17=-149/2566, 9-17=-2165/205, 9-15=-426/20, 10-15=0/454, 10-14=-1412/0, 11-14=0/934, 6-19=-648/85, 6-20=0/409, 4-20=-1213/120, 3-23=-542/8, 3-21=-71/3206, 3-22=-1083/55 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-1-12, Interior(1) 3-1-12 to 14-6-0, Exterior(2R) 14-6-0 to 18-7-11, Interior(1) 18-7-11 to 33-10-4, Exterior(2R) 33-10-4 to 37-11-15, Interior(1) 37-11-15 to 41-5-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 November 4,2022 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 6071_CM Truss T25 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082118 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:24 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7QFA9ATmFA9pq4Nrna5imxl4L5LXgc9AVd3TYnyMuSz NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 6071_CM Truss T26 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082119 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-bdpYNWUO0THgSEy1LHcxJ8HHEVh7P5bKkHo04EyMuSy Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 4x6 10x10 10x10 4x6 3x6 3x6 2x4 3x6 4x6 8-8-5 8-8-5 17-0-10 8-4-6 25-5-0 8-4-6 26-9-0 1-4-0 -1-2-8 1-2-8 6-10-4 6-10-4 13-4-8 6-6-4 19-4-12 6-0-4 25-5-0 6-0-4 26-9-0 1-4-0 0-5-100-10-126-0-80-10-125.00 12 Plate Offsets (X,Y)-- [6:0-3-13,Edge], [8:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.96 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.33 0.06 0.22 (loc) 10-12 9-10 8 9-10 l/defl >999 >970 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. REACTIONS. (size)8=0-3-0, 2=0-3-0 Max Horz 2=79(LC 12) Max Uplift 8=-130(LC 9), 2=-145(LC 8) Max Grav 8=1143(LC 2), 2=1214(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2211/1068, 3-4=-2040/1083, 4-5=-1920/1015, 5-6=-2286/1201, 6-7=-2270/1158, 7-8=-1146/593 BOT CHORD 2-12=-962/1978, 10-12=-612/1331, 9-10=-906/1915 WEBS 3-12=-383/146, 4-12=-472/783, 4-10=-437/720, 5-10=-411/135, 5-9=-185/257, 6-9=-892/410, 7-9=-1196/2327 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-4-8, Exterior(2R) 13-4-8 to 16-4-8, Interior(1) 16-4-8 to 26-7-4 zone; end vertical left and right exposed; porch 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) 8=130, 2=145. 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. November 4,2022 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 6071_CM Truss T27 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082120 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-X?wInBWeY5XOhY6QSifPOZNdeIOity3cBbH796yMuSw Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x6 6x6 3x6 4x6 3x6 3x8 3x6 4x6 5x12 3x12 2x4 6-10-4 6-10-4 13-4-8 6-6-4 23-9-13 10-5-5 26-9-0 2-11-3 -1-2-8 1-2-8 6-10-4 6-10-4 13-4-8 6-6-4 18-7-2 5-2-10 23-9-13 5-2-10 26-9-0 2-11-3 0-5-101-6-126-0-81-6-125.00 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 0.61 0.96 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.66 0.07 0.50 (loc) 9-11 9-11 8 9-11 l/defl >999 >479 n/a >637 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-9: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-3 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. REACTIONS. (size)8=0-3-0, 2=0-3-0 Max Horz 2=81(LC 16) Max Uplift 8=-142(LC 9), 2=-144(LC 8) Max Grav 8=1057(LC 1), 2=1141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2099/1097, 3-4=-1452/827, 4-5=-1434/827, 5-6=-2318/1372, 6-7=-1985/1172, 7-8=-1072/609 BOT CHORD 2-12=-1011/1849, 11-12=-1011/1849, 9-11=-851/1675 WEBS 3-11=-670/355, 4-11=-549/734, 5-11=-516/213, 5-9=-464/620, 6-9=-1058/536, 7-9=-1285/2163 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-4-8, Exterior(2R) 13-4-8 to 16-4-8, Interior(1) 16-4-8 to 26-7-4 zone; end vertical left and right exposed; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=142, 2=144. 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. November 4,2022 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 6071_CM Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082121 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-UO23CtXv4in6xrFoa7htT_Sux68rLvTvfvmEE?yMuSu Scale: 1/4"=1' 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 4x8 5x12 2x4 3x8 4x6 3x6 3x6 2x4 3x6 9-0-7 9-0-7 17-9-0 8-8-8 26-9-0 9-0-0 -1-2-8 1-2-8 6-10-4 6-10-4 13-4-8 6-6-4 22-2-10 8-10-2 26-9-0 4-6-6 0-5-102-2-126-0-82-2-125.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.59 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.34 0.06 0.24 (loc) 8-10 2-10 7 2-10 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)7=0-3-0, 2=0-3-0 Max Horz 2=82(LC 16) Max Uplift 7=-154(LC 9), 2=-144(LC 8) Max Grav 7=1144(LC 2), 2=1214(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2195/1050, 3-4=-2003/1057, 4-5=-1962/1032 BOT CHORD 2-10=-994/1963, 8-10=-658/1344, 7-8=-993/2091 WEBS 3-10=-385/145, 4-10=-462/759, 4-8=-425/645, 5-8=-506/169, 5-7=-2222/1025 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-4-8, Exterior(2R) 13-4-8 to 16-4-8, Interior(1) 16-4-8 to 26-7-4 zone; end vertical left and right exposed; porch 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) 7=154, 2=144. 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. November 4,2022 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 6071_CM Truss T29 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082122 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-QnApdZZ9bJ1qA9PBhYjLYPXHzvnFpmGC6DFLItyMuSs Scale: 1/4"=1' 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 4x8 5x10 M18AHS 3x6 4x6 3x6 4x6 2x4 5x12 4x8 10-5-11 10-5-11 20-7-6 10-1-12 26-9-0 6-1-10 -1-2-8 1-2-8 6-10-4 6-10-4 13-4-8 6-6-4 20-7-6 7-2-14 26-9-0 6-1-10 0-5-102-10-126-0-82-10-125.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.79 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.59 0.05 0.38 (loc) 8-10 8-10 7 8-10 l/defl >960 >542 n/a >839 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 97 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-8,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. REACTIONS. (size)7=0-3-0, 2=0-3-0 Max Horz 2=84(LC 16) Max Uplift 7=-166(LC 9), 2=-143(LC 8) Max Grav 7=1147(LC 2), 2=1214(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2172/1020, 3-4=-1892/1003, 4-5=-2412/1257, 5-6=-2090/1074, 6-7=-1078/502 BOT CHORD 2-10=-991/1944, 8-10=-684/1350 WEBS 3-10=-434/160, 4-10=-484/747, 4-8=-575/1039, 5-8=-1231/553, 6-8=-1126/2243 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-4-8, Exterior(2R) 13-4-8 to 16-4-8, Interior(1) 16-4-8 to 26-7-4 zone; end vertical left and right exposed; porch 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) 7=166, 2=143. 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. November 4,2022 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 6071_CM Truss T30 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082123 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-uzkBrvZnMd9hoJ_NFGEa5d4P8J8EYDkMLt?uqKyMuSr Scale = 1:46.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 4x6 5x10 M18AHS 3x6 4x6 3x6 3x6 2x4 5x12 4x8 9-8-1 9-8-1 19-0-3 9-4-2 25-10-0 6-9-13 -1-2-8 1-2-8 6-10-4 6-10-4 13-4-8 6-6-4 19-0-3 5-7-11 25-10-0 6-9-13 0-5-103-6-126-0-83-6-125.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.74 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.45 0.04 0.28 (loc) 8-10 8-10 7 8-10 l/defl >999 >685 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 94 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-3-0 Max Horz 2=99(LC 11) Max Uplift 7=-168(LC 9), 2=-138(LC 8) Max Grav 7=1108(LC 2), 2=1175(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2100/1001, 3-4=-1862/996, 4-5=-1969/1054, 5-6=-1715/906, 6-7=-1020/477 BOT CHORD 2-10=-994/1878, 8-10=-651/1240 WEBS 3-10=-411/153, 4-10=-489/770, 4-8=-438/764, 5-8=-1046/476, 6-8=-961/1872 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-4-8, Exterior(2R) 13-4-8 to 16-4-8, Interior(1) 16-4-8 to 25-8-4 zone; end vertical left and right exposed; porch 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=168, 2=138. 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. November 4,2022 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 6071_CM Truss T31 Truss Type Half Hip Qty 1 Ply 1 6071 CM Job Reference (optional) I55082124 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-qMryGbb1uEPP1d8mMgH2A29tV7xP0IseoBU?vCyMuSp Scale = 1:17.6 1 2 3 4 6 5 7 2x4 3x4 3x4 2x4 6x10 6-0-0 6-0-0 8-2-0 2-2-0 -1-2-8 1-2-8 6-0-0 6-0-0 8-2-0 2-2-0 0-4-52-4-54.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.31 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.02 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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, 2=0-3-8 Max Horz 2=69(LC 9) Max Uplift 5=-16(LC 8), 2=-50(LC 8) Max Grav 5=308(LC 1), 2=403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/81 BOT CHORD 2-6=-147/297, 5-6=-143/307 WEBS 3-5=-442/180 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-0-0 , Exterior(2E) 6-0-0 to 8-0-4 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 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 7) This truss is designed in accordance with the 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. November 4,2022 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 6071_CM Truss T32 Truss Type Half Hip Qty 1 Ply 1 6071 CM Job Reference (optional) I55082125 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-IYPKTxcffYXGfmjywOoHiFixaXBWlmAo1rDYRfyMuSo Scale = 1:18.9 1 2 3 4 4x6 3x6 3x8 4-3-9 4-3-9 8-2-0 3-10-7 -1-2-8 1-2-8 8-0-0 8-0-0 8-2-0 0-2-0 0-4-53-0-52-8-130-3-83-0-54.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >669 >304 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=89(LC 9) Max Uplift 2=-47(LC 8), 4=-21(LC 12) Max Grav 2=403(LC 1), 4=308(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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-0-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss T33 Truss Type Roof Special Qty 1 Ply 1 6071 CM Job Reference (optional) I55082126 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-mkzigGcIQsf6GwI8U5JWFTEAgwZSU4OxGVz6z5yMuSn Scale = 1:27.1 1 2 3 4 5 6 10 9 8 7 11 4x8 4x6 4x6 2x4 3x4 2x4 3x8 3x8 3x8 6-0-0 6-0-0 8-10-0 2-10-0 9-10-0 1-0-0 14-8-8 4-10-8 -1-2-8 1-2-8 6-0-0 6-0-0 8-10-0 2-10-0 9-10-0 1-0-0 14-8-8 4-10-8 0-4-52-0-52-4-52-0-52-4-54.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.47 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.02 0.03 (loc) 2-10 2-10 7 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-3-8 Max Horz 2=55(LC 9) Max Uplift 7=-21(LC 9), 2=-51(LC 8) Max Grav 7=573(LC 1), 2=662(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1142/153, 3-4=-953/136, 4-5=-1006/142, 5-6=-1045/101, 6-7=-520/66 BOT CHORD 2-10=-192/1021, 9-10=-187/1031, 8-9=-136/1071 WEBS 4-9=-11/259, 5-8=-310/106, 6-8=-119/1056 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-0-0, Exterior(2E) 6-0-0 to 9-10-0, Interior(1) 9-10-0 to 14-6-12 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) 7, 2. 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. November 4,2022 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 6071_CM Truss T34 Truss Type Roof Special Qty 1 Ply 1 6071 CM Job Reference (optional) I55082127 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-j75S5yeYyTwqWERXbWL_KuKSYkDhy29EjoSC2zyMuSl Scale = 1:27.1 1 2 3 4 5 7 6 8 6x16 3x4 3x6 3x6 3x6 7-10-0 7-10-0 14-8-8 6-10-8 -1-2-8 1-2-8 7-5-0 7-5-0 7-10-0 0-5-0 14-8-8 6-10-8 0-4-52-8-52-10-02-8-54.00 12 Plate Offsets (X,Y)-- [3:0-8-0,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.61 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.02 0.05 (loc) 2-7 2-7 6 2-7 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=78(LC 9) Max Uplift 6=-19(LC 9), 2=-42(LC 8) Max Grav 6=573(LC 1), 2=662(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1035/46, 3-4=-974/28 BOT CHORD 2-7=-109/912, 6-7=-85/957 WEBS 3-7=-69/524, 4-7=-350/252, 4-6=-951/69 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-5-0, Exterior(2E) 7-5-0 to 7-10-0, Interior(1) 7-10-0 to 14-6-12 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) 6, 2. 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. November 4,2022 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 6071_CM Truss T35 Truss Type Hip Qty 1 Ply 1 6071 CM Job Reference (optional) I55082128 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-BJfrJIfAjn2h7O0j9EsDt5sce8bChVVNySBmaQyMuSk Scale = 1:24.6 1 2 3 4 6 5 7 8 9 10 3x6 5x10 M18AHS 5x12 2x4 3x12 9-0-0 9-0-0 14-8-8 5-8-8 9-0-0 9-0-0 14-0-0 5-0-0 14-8-8 0-8-8 0-4-53-4-53-1-83-4-54.00 12 Plate Offsets (X,Y)-- [1:0-0-13,Edge], [2:0-5-8,0-2-0], [3:0-7-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.46 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.34 0.01 0.06 (loc) 1-6 1-6 5 1-6 l/defl >999 >505 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 50 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 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)1=0-3-8, 5=Mechanical Max Horz 1=86(LC 11) Max Uplift 1=-25(LC 8), 5=-29(LC 8) Max Grav 1=577(LC 1), 5=577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-892/55, 2-3=-755/78, 3-4=-645/131, 4-5=-554/108 BOT CHORD 1-6=-123/765 WEBS 4-6=-162/663 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 14-0-0, Exterior(2E) 14-0-0 to 14-6-12 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. November 4,2022 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 6071_CM Truss T36 Truss Type Flat Qty 1 Ply 1 6071 CM Job Reference (optional) I55082129 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-fVDDWegoU4AYlYbvjxNSPJP_JY2KQ1GXB6xJ6syMuSj Scale: 1.5"=1'1 2 4 3 2x4 3x4 2x4 3x4 1-10-8 1-10-8 1-10-8 1-10-8 1-0-5LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.04 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Horz 4=-19(LC 8) Max Uplift 4=-8(LC 8), 3=-8(LC 9) Max Grav 4=63(LC 1), 3=63(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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 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) 4, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 4,2022 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 6071_CM Truss TG01 Truss Type Common Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082130 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-buKzxKh20iQG_rlIqMQwVkUE1LePulTqeQQQBlyMuSh Scale = 1:51.9 1 2 3 4 5 10 9 8 7 6111213141516 5x8 4x8 5x8 5x8 5x8 10x10 3x12 10x10 3x12 10x10 3-10-4 3-10-4 7-5-0 3-6-12 10-11-12 3-6-12 14-10-0 3-10-4 3-10-4 3-10-4 7-5-0 3-6-12 10-11-12 3-6-12 14-10-0 3-10-4 1-3-08-8-01-3-012.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8], [7:0-3-8,0-5-0], [9:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.37 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 -0.00 (loc) 8-9 8-9 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-10,5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=-157(LC 25) Max Grav 10=7615(LC 2), 6=6772(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6338/0, 2-3=-4781/0, 3-4=-4781/0, 4-5=-6330/0, 1-10=-5584/0, 5-6=-5599/0 BOT CHORD 9-10=0/828, 8-9=0/4424, 7-8=0/4418, 6-7=0/716 WEBS 3-8=0/6483, 4-8=-1756/0, 4-7=0/2346, 2-8=-1766/0, 2-9=0/2359, 1-9=0/3778, 5-7=0/3852 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 1911 lb down at 0-11-4, 1883 lb down at 2-11-4, 1913 lb down at 4-11-4, 1913 lb down at 6-11-4, 1913 lb down at 8-11-4, and 1910 lb down at 10-11-4, and 1937 lb down at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Continued on page 2 November 4,2022 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 6071_CM Truss TG01 Truss Type Common Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082130 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:42 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-buKzxKh20iQG_rlIqMQwVkUE1LePulTqeQQQBlyMuSh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1706(B) 11=-1718(B) 12=-1716(B) 13=-1716(B) 14=-1716(B) 15=-1716(B) 16=-1706(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 6071_CM Truss TG02 Truss Type Common Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082131 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-YHSkM?jJXJg_E9vhynSOa9aaO9KBMdn76kvXFdyMuSf Scale = 1:52.4 1 2 3 4 5 6 11 10 9 8 7121314151617 4x8 5x8 5x8 5x8 10x10 3x12 10x10 3x12 10x10 5x8 3-10-12 3-10-12 7-6-0 3-7-4 11-1-4 3-7-4 15-0-0 3-10-12 -1-2-8 1-2-8 3-10-12 3-10-12 7-6-0 3-7-4 11-1-4 3-7-4 15-0-0 3-10-12 1-3-08-9-01-3-012.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-8], [8:0-3-8,0-5-0], [10:0-3-8,0-5-0] 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 0.42 0.35 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.03 (loc) 8-9 8-9 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2, 2-11,6-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=175(LC 28) Max Uplift 11=-209(LC 8) Max Grav 11=5983(LC 1), 7=7008(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5617/138, 3-4=-4391/59, 4-5=-4394/60, 5-6=-5921/0, 2-11=-5046/93, 6-7=-5183/0 BOT CHORD 10-11=-213/741, 9-10=-105/3894, 8-9=0/4128, 7-8=0/836 WEBS 4-9=-18/5930, 5-9=-1728/0, 5-8=0/2306, 3-9=-1546/268, 3-10=-223/2040, 2-10=0/3356, 6-8=0/3422 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=209. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1605 lb down and 284 lb up at 2-0-12, 1622 lb down and 63 lb up at 4-0-12, 1769 lb down and 64 lb up at 5-11-4, 1777 lb down and 31 lb up at 7-11-4, 1824 lb down and 26 lb up at 9-11-4, and 1781 lb down at 11-11-4, and 1782 lb down at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 4,2022 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 6071_CM Truss TG02 Truss Type Common Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082131 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:44 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-YHSkM?jJXJg_E9vhynSOa9aaO9KBMdn76kvXFdyMuSf 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, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 10=-1622(B) 12=-1605(B) 13=-1622(B) 14=-1622(B) 15=-1622(B) 16=-1622(B) 17=-1623(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 6071_CM Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082132 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-ys8s_1lBqE2Z5ddGdv05CnC_WMDiZ_rZoi7BsyyMuSc Scale = 1:52.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 2627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5x6 5x12 4x8 3x4 3x4 8x8 3x6 3x6 2x4 4x6 5x12 6x10 3x6 2x4 5x12 2x4 3x6 8x8 5x12 1-4-4 1-4-4 3-3-8 1-11-4 7-9-12 4-6-4 12-10-8 5-0-12 21-2-4 8-3-12 29-0-0 7-9-12 -1-2-8 1-2-8 3-3-8 3-3-8 7-9-12 4-6-4 12-10-8 5-0-12 21-2-4 8-3-12 29-0-0 7-9-12 0-8-55-0-145-3-00-8-51-0-05-0-147.00 12 Plate Offsets (X,Y)-- [3:0-1-12,Edge], [8:0-6-0,0-0-9], [10:0-5-6,0-1-0], [15:0-7-12,0-2-12], [17:0-4-12,0-0-0], [20:0-1-11,0-2-15] 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 0.87 0.87 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.36 0.19 (loc) 15-16 15-16 10 l/defl >999 >959 n/a L/d 240 240 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 18-20: 2x4 SPF No.2, 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-18,3-17,12-15: 2x4 SPF No.2, 2-20: 2x8 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 4-3-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. REACTIONS. (size)10=0-3-8, 20=0-3-8 Max Horz 20=-97(LC 6) Max Uplift 10=-610(LC 9), 20=-627(LC 8) Max Grav 10=1672(LC 1), 20=1782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1624/622, 3-4=-4095/1490, 4-5=-2882/1031, 5-6=-2378/910, 6-7=-3047/1178, 7-8=-2414/969, 8-10=-2507/896, 2-20=-1328/479 BOT CHORD 19-20=-512/1191, 18-19=-522/1219, 16-17=-1396/3806, 15-16=-1166/3067, 11-12=-689/1976, 10-11=-689/1985 WEBS 17-18=-356/839, 4-17=-248/662, 4-16=-1440/563, 5-16=-419/1039, 6-16=-887/414, 7-12=-947/489, 8-11=-36/358, 3-17=-1184/3261, 3-19=-493/148, 3-18=-1132/495, 7-15=-314/850, 12-15=-916/2387, 8-12=-362/727 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 B; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=610, 20=627. 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. Continued on page 2 November 4,2022 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 6071_CM Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082132 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:48 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Q2iECNmpbYAPimCSBdXKk?k9GmZxIR4i0MtkOOyMuSb NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 150 lb up at 2-0-12, 109 lb down and 54 lb up at 4-0-12, 104 lb down and 80 lb up at 6-0-12, 57 lb down and 25 lb up at 7-9-12, 57 lb down and 25 lb up at 10-0-12, 57 lb down and 25 lb up at 12-0-12, 91 lb down and 94 lb up at 14-0-12, 91 lb down and 97 lb up at 16-0-12, 91 lb down and 97 lb up at 18-0-12, 91 lb down and 97 lb up at 18-11-4, 91 lb down and 97 lb up at 21-2-4, 51 lb down and 47 lb up at 22-11-4, and 67 lb down and 53 lb up at 24-11-4, and 178 lb down and 150 lb up at 26-11-4 on top chord, and 155 lb down and 122 lb up at 2-0-12, at 4-0-12, at 6-0-12, 75 lb down and 93 lb up at 8-0-12, 75 lb down and 93 lb up at 10-0-12, 75 lb down and 93 lb up at 12-0-12, 37 lb down and 24 lb up at 14-0-12, 37 lb down and 24 lb up at 16-0-12, 37 lb down and 24 lb up at 18-0-12, 37 lb down and 24 lb up at 18-11-4, 37 lb down and 24 lb up at 20-11-4, 46 lb down and 48 lb up at 22-11-4, and 30 lb down at 24-11-4, and 155 lb down and 122 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-10=-60, 18-20=-20, 15-17=-20, 10-14=-20 Concentrated Loads (lb) Vert: 5=-9(F) 8=-36(F) 13=-21(F) 9=-27(F) 21=-138(F) 22=-69(F) 23=-64(F) 24=-9(F) 25=-9(F) 26=-36(F) 28=-36(F) 29=-36(F) 30=-36(F) 31=-16(F) 32=-138(F) 33=-32(F) 36=-60(F) 37=-60(F) 38=-60(F) 39=-21(F) 40=-21(F) 41=-21(F) 42=-21(F) 43=-46(F) 44=-30(F) 45=-32(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 6071_CM Truss TG04 Truss Type Half Hip Girder Qty 2 Ply 1 6071 CM Job Reference (optional) I55082133 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-uEFdPjnRMrIGKwnelK2ZHCHUAA_o153sF0cIxryMuSa Scale: 1"=1' 1 2 3 4 8 7 9 5 10 6 5x6 2x4 3x4 3x4 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-2-8 1-2-8 0-7-5 0-7-5 4-0-0 3-4-11 1-3-01-8-91-10-51-8-91-5-112.00 12 Plate Offsets (X,Y)-- [3:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.51 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 0.06 -0.06 (loc) 7 7 5 l/defl >544 >826 n/a L/d 240 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 8=0-3-8, 6=Mechanical Max Horz 8=37(LC 5) Max Uplift 5=-120(LC 37), 8=-37(LC 8), 6=-109(LC 15) Max Grav 5=198(LC 25), 8=196(LC 43), 6=156(LC 41) 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 B; 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) 8 except (jt=lb) 5=120, 6=109. 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) 27 lb down and 131 lb up at 0-7-5, and 44 lb down and 22 lb up at 2-0-12 on top chord, and 2 lb down and 67 lb up at 0-7-5, and 7 lb down and 3 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 3=43(F) 7=3(F) 10=26(F) November 4,2022 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 6071_CM Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082134 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-qdNNqPoiuTY_ZEx1sl41MdMl1zfkVwa9jK5O?jyMuSY Scale = 1:45.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x6 4x6 6x8 4x6 3x8 3x6 6x8 3x6 2x4 3x8 3x6 2x4 4-1-3 4-1-3 7-9-12 3-8-9 17-2-4 9-4-8 20-10-13 3-8-9 25-0-0 4-1-3 -1-2-8 1-2-8 4-1-3 4-1-3 7-9-12 3-8-9 12-6-0 4-8-4 17-2-4 4-8-4 20-10-13 3-8-9 25-0-0 4-1-3 26-2-8 1-2-8 0-8-55-0-145-3-00-8-55-0-147.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-2], [8:Edge,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.61 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.04 0.10 (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: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud , Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except 2-0-0 oc purlins (4-5-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=93(LC 28) Max Uplift 2=-353(LC 8), 8=-340(LC 9) Max Grav 2=1419(LC 1), 8=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2105/586, 3-4=-1864/618, 4-5=-1557/555, 5-6=-1539/532, 6-7=-1844/593, 7-8=-2088/564 BOT CHORD 2-14=-493/1678, 13-14=-493/1678, 11-13=-620/1783, 10-11=-411/1663, 8-10=-411/1663 WEBS 4-13=-120/602, 5-13=-354/215, 5-11=-379/253, 6-11=-143/610 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 B; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=353, 8=340. 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) 77 lb down and 58 lb up at 2-0-12, 67 lb down and 53 lb up at 4-0-12, 51 lb down and 47 lb up at 6-0-12, 91 lb down and 97 lb up at 7-9-12, 91 lb down and 97 lb up at 8-11-4, 91 lb down and 97 lb up at 10-11-4, 91 lb down and 94 lb up at 12-11-4, 91 lb down and 97 lb up at 14-11-4, 91 lb down and 97 lb up at 17-2-4, 51 lb down and 47 lb up at 18-11-4, and 67 lb down and 53 lb up at 20-11-4, and 77 lb down and 58 lb up at 22-11-4 on top chord, and 28 lb down at 2-0-12, 30 lb down at 4-0-12, 46 lb down and 48 lb up at 6-0-12, 37 lb down and 24 lb up at 8-0-12, 37 lb down and 24 lb up at 8-11-4, 37 lb down and 24 lb up at 10-11-4, 37 lb down and 24 lb up at 12-11-4, 37 lb down and 24 lb up at 14-11-4, 37 lb down and 24 lb up at 16-11-4, 46 lb down and 48 lb up at 18-11-4, and 30 lb down at 20-11-4, and 28 lb down at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 4,2022 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 6071_CM Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082134 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:52 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Jpxl1lpKfmgrBOWDQSbGvrvvnN?zENqIx_ryYAyMuSX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 4=-36(B) 6=-36(B) 12=-21(B) 3=-27(B) 14=-30(B) 7=-27(B) 10=-30(B) 15=-37(B) 16=-16(B) 17=-36(B) 18=-36(B) 19=-36(B) 20=-36(B) 21=-16(B) 22=-37(B) 23=-17(B) 24=-46(B) 25=-21(B) 26=-21(B) 27=-21(B) 28=-21(B) 29=-21(B) 30=-46(B) 31=-17(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 6071_CM Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082135 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-FC3WSQqaBOxZRhgcXtek_G_BXBhni8AbPIK3c2yMuSV Scale = 1:76.2 1 2 3 4 5 6 7 8 9 10 11 1213 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3x6 8x14 M18AHS 8x10 5x8 5x12 3x6 3x6 4x8 4x6 2x4 8x10 3x12 5x8 5x8 3x6 2x4 10x10 5x10 M18AHS 5x10 M18AHS 8-8-3 8-8-3 17-2-4 8-6-1 25-6-4 8-4-0 33-10-4 8-4-0 37-8-1 3-9-13 41-8-0 3-11-15 -1-2-8 1-2-8 6-4-1 6-4-1 12-6-0 6-1-15 17-2-4 4-8-4 25-6-4 8-4-0 33-10-4 8-4-0 37-8-1 3-9-13 41-8-0 3-11-15 42-10-8 1-2-8 0-8-55-0-147-11-130-8-55-0-147.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [10:0-5-0,0-1-2], [12:0-0-4,Edge], [18:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.52 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.70 0.12 0.22 (loc) 17-18 17-18 12 17-18 l/defl >999 >713 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 246 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x6 SPF No.2, 7-9,9-10: 2x6 SP 2400F 2.0E 10-13: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-20,8-18,8-15: 2x4 SPF No.2, 6-18: 2x4 SPF 2100F 1.8E WEDGE Right: 2x8 SP 2400F 2.0E SLIDER Left 2x4 SPF-S Stud 3-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except 2-0-0 oc purlins (4-4-9 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 8-18 2 Rows at 1/3 pts 8-15 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=144(LC 7) Max Uplift 2=-40(LC 8), 12=-303(LC 9) Max Grav 2=2259(LC 35), 12=2567(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3556/111, 4-6=-3389/147, 6-7=-5952/341, 7-8=-5165/247, 8-10=-3428/489, 10-11=-4013/535, 11-12=-4089/491 BOT CHORD 2-20=-74/3020, 18-20=0/2704, 17-18=-339/5841, 15-17=-339/5841, 14-15=-350/3327, 12-14=-350/3327 WEBS 6-20=-82/578, 6-18=-287/4653, 7-18=-3260/237, 8-18=-983/404, 8-17=0/996, 8-15=-2757/0, 10-15=-7/1587 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 B; 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) 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) 2 except (jt=lb) 12=303. 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. Continued on page 2 November 4,2022 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 6071_CM Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082135 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:54 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-FC3WSQqaBOxZRhgcXtek_G_BXBhni8AbPIK3c2yMuSV NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 98 lb up at 26-3-4, 91 lb down and 97 lb up at 27-7-4, 91 lb down and 97 lb up at 29-7-4, 91 lb down and 97 lb up at 31-7-4, 91 lb down and 97 lb up at 33-10-4, 51 lb down and 47 lb up at 35-7-4, and 67 lb down and 53 lb up at 37-7-4, and 77 lb down and 58 lb up at 39-7-4 on top chord, and 667 lb down at 24-10-8, 38 lb down and 23 lb up at 26-3-4, 37 lb down and 24 lb up at 27-7-4, 37 lb down and 24 lb up at 29-7-4, 37 lb down and 24 lb up at 31-7-4, 37 lb down and 24 lb up at 33-7-4, 46 lb down and 48 lb up at 35-7-4, and 30 lb down at 37-7-4, and 28 lb down at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (lb) Vert: 11=-27(B) 14=-30(B) 10=-36(B) 16=-21(B) 21=-45(B) 22=-36(B) 23=-36(B) 24=-36(B) 25=-16(B) 26=-37(B) 29=-652(B) 30=-27(B) 31=-21(B) 32=-21(B) 33=-21(B) 34=-46(B) 35=-17(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 6071_CM Truss TG07 Truss Type ROOF SPECIAL Qty 1 Ply 1 6071 CM Job Reference (optional) I55082136 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-BaBGt6srj?BHg?p_fIgC3h4aJ_KLA4Vuscp9hxyMuST Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122324 10x10 5x12 5x12 3x12 3x16 M18AHS6x6 4x6 6x8 3x6 3x6 3x8 2x4 6x8 3x4 5x10 M18AHS 3x16 M18AHS 6-4-2 6-4-2 13-5-10 7-1-8 21-9-10 8-4-0 30-1-10 8-4-0 41-4-8 11-2-14 6-4-2 6-4-2 12-2-8 5-10-6 13-5-10 1-3-2 21-9-10 8-4-0 30-1-10 8-4-0 35-7-5 5-5-11 41-4-8 5-9-3 42-7-0 1-2-8 0-3-87-0-147-11-130-8-57-0-147.00 12 Plate Offsets (X,Y)-- [7:0-5-12,0-1-8], [18:0-5-0,0-5-12] 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-AS 0.61 0.71 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.48 0.11 0.11 (loc) 14-16 14-16 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 188 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E, 7-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-18: 2x6 SPF No.2, 3-16,4-14,5-12: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-11 max.): 4-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-12 REACTIONS. (size)18=Mechanical, 10=0-3-8 Max Horz 18=-147(LC 10) Max Uplift 10=-69(LC 13) Max Grav 18=1811(LC 19), 10=1859(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1693/2, 1-2=-2748/8, 2-3=-2443/89, 3-4=-2759/122, 4-5=-2862/143, 5-7=-2216/141, 7-8=-2611/126, 8-10=-2777/143 BOT CHORD 17-18=-62/891, 16-17=0/2361, 14-16=0/2463, 12-14=0/2862, 10-12=-37/2346 WEBS 1-17=0/1507, 2-16=-329/111, 3-16=-93/2291, 4-16=-1826/196, 4-14=-76/596, 5-12=-827/98, 7-12=0/929 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 4-4-6, Interior(1) 4-4-6 to 12-2-8, Exterior(2E) 12-2-8 to 13-5-10, Interior(1) 13-5-10 to 30-1-10, Exterior(2R) 30-1-10 to 34-3-4, Interior(1) 34-3-4 to 42-7-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.November 4,2022 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 6071_CM Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6071 CM Job Reference (optional) I55082137 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7zI0Iou5EcR?vJzNmjig869tuo?Ae_cAKwIGlpyMuSR Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14293031323334 8x10 6x18 M18AHS 3x6 5x6 3x6 6x8 3x8 M18AHS2x4 6x16 5x6 4x6 3x8 5x8 3x6 3x6 2x4 6x8 3x4 3x4 3x16 M18AHS 2-6-6 2-6-6 4-6-6 2-0-0 14-3-4 9-8-14 22-10-0 8-6-12 33-9-0 10-11-0 43-8-0 9-11-0 -1-2-8 1-2-8 2-6-6 2-6-6 4-6-6 2-0-0 10-7-9 6-1-3 16-8-13 6-1-3 22-10-0 6-1-3 29-8-10 6-10-10 36-7-4 6-10-10 43-8-0 7-0-12 0-8-52-0-312-10-20-8-52-0-37.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-1-0], [4:0-11-0,0-1-12] 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-MS 0.80 0.82 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.90 0.14 0.13 (loc) 14-16 14-16 13 18-19 l/defl >995 >584 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 201 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 5-8,4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,4-19,6-18,11-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-7-8, Right 2x4 SPF-S Stud 4-0-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except 2-0-0 oc purlins (3-3-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 9-16 REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=227(LC 26) Max Uplift 2=-22(LC 8) Max Grav 2=2054(LC 15), 13=2011(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1327/18, 3-4=-4747/0, 4-6=-5316/54, 6-7=-3099/62, 7-8=-2157/91, 8-9=-2175/98, 9-11=-3036/55, 11-13=-3145/21 BOT CHORD 2-20=-140/2760, 19-20=-138/2779, 18-19=-79/3149, 16-18=0/2450, 14-16=0/2255, 13-14=0/2662 WEBS 3-19=0/2735, 4-19=-2795/95, 6-19=-17/2063, 6-18=-741/146, 7-18=-13/1026, 7-16=-1055/156, 8-16=-16/1786, 9-16=-815/170, 9-14=-4/714, 11-14=-298/152 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 B; 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) 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) 2. 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) 9 lb down and 4 lb up at 2-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 4,2022 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 6071_CM Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6071 CM Job Reference (optional) I55082137 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:30:58 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7zI0Iou5EcR?vJzNmjig869tuo?Ae_cAKwIGlpyMuSR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-8=-60, 8-13=-60, 21-25=-20 Concentrated Loads (lb) Vert: 20=4(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 6071_CM Truss TG09 Truss Type Half Hip Girder Qty 3 Ply 1 6071 CM Job Reference (optional) I55082138 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-4MQnjUvLmEhj9c7lu8k8DXEN?crQ64MTnEnNqiyMuSP Scale: 1"=1' 1 2 3 6 7 4 8 9 5 3x4 2x4 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-2-8 1-2-8 0-7-5 0-7-5 4-0-0 3-4-11 1-3-01-8-91-10-51-8-91-5-112.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8] 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-R 0.18 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.02 0.01 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=39(LC 7) Max Uplift 4=-32(LC 5), 6=-55(LC 8) Max Grav 4=97(LC 22), 6=198(LC 42), 5=68(LC 3) 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 B; 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) 4, 6. 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) 36 lb down and 203 lb up at 0-7-5, and 44 lb down and 22 lb up at 2-0-12 on top chord, and 42 lb up at 0-7-5, and 7 lb down and 3 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=67(B) 8=18(B) 9=3(B) November 4,2022 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 6071_CM Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082139 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-y7fIYrysqSB8dERX7_p4ONP_DD?t2fv3irlazTyMuSL Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 5x6 8x8 8x8 4x8 4x6 4x8 8x8 3x6 3x6 2x4 5x10 M18AHS 4x8 6x16 6x10 4x8 2x4 5x12 3x6 3x6 5x12 8x8 3x8 3x6 1-4-4 1-4-4 3-3-8 1-11-4 7-1-7 3-9-15 11-2-14 4-1-7 12-10-8 1-7-10 17-9-2 4-10-10 24-7-6 6-10-5 32-10-7 8-3-1 41-5-0 8-6-9 -1-2-8 1-2-8 3-3-8 3-3-8 7-1-7 3-9-15 11-2-14 4-1-7 12-10-8 1-7-10 17-9-2 4-10-10 24-7-6 6-10-5 32-10-7 8-3-1 41-5-0 8-6-9 0-8-57-0-143-0-147-3-03-0-141-0-07-0-147.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [8:0-4-6,Edge], [16:0-3-8,0-2-0], [19:0-7-0,0-4-4], [22:0-5-0,0-0-0], [24:0-3-8,0-1-8], [25:0-1-12,0-3-0] 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 0.49 0.99 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.82 0.25 0.30 (loc) 16 16-17 13 16 l/defl >999 >599 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 248 lb FT = 20% GRIP 169/123 186/179 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,11-12: 2x6 SPF No.2, 9-11: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 15-18,13-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 12-13: 2x6 SPF No.2, 4-23,17-19,9-17,10-16,3-22: 2x4 SPF No.2 10-13: 2x4 SPF 2100F 1.8E, 2-25: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-14 max.): 6-8, 9-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-17, 10-13 REACTIONS. (size)13=Mechanical, 25=0-3-8 Max Horz 25=154(LC 5) Max Uplift 13=-264(LC 9), 25=-20(LC 8) Max Grav 13=1625(LC 1), 25=1724(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1655/0, 3-4=-4005/66, 4-5=-3088/27, 5-6=-2652/67, 6-7=-2226/64, 7-8=-2543/84, 8-9=-2989/128, 9-10=-5934/405, 2-25=-1594/25 BOT CHORD 23-24=-54/1361, 21-22=-106/3713, 20-21=-11/2641, 19-20=-7/2556, 16-17=-431/5955, 14-16=-588/4262, 13-14=-588/4262 WEBS 22-23=-29/912, 4-22=-4/675, 7-19=-56/729, 6-20=-15/1191, 7-20=-1067/66, 17-19=-56/2500, 8-19=-111/268, 8-17=-61/1018, 9-17=-3734/403, 9-16=-443/130, 10-16=-111/1754, 10-14=0/356, 10-13=-4332/568, 5-20=-520/81, 5-21=0/357, 4-21=-1119/99, 3-22=-92/3158, 3-24=-671/20, 3-23=-1332/57, 2-24=0/1279 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 B; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 13=264. 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. Continued on page 2 November 4,2022 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 6071_CM Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082139 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:04 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-y7fIYrysqSB8dERX7_p4ONP_DD?t2fv3irlazTyMuSL NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 52 lb up at 29-7-4, 55 lb down and 44 lb up at 31-7-4, 55 lb down and 44 lb up at 33-7-4, 55 lb down and 44 lb up at 35-7-4, and 55 lb down and 44 lb up at 37-7-4, and 55 lb down and 44 lb up at 39-7-4 on top chord, and 18 lb down and 18 lb up at 29-7-4, 15 lb down and 21 lb up at 31-7-4, 15 lb down and 21 lb up at 33-7-4, 15 lb down and 21 lb up at 35-7-4, and 15 lb down and 21 lb up at 37-7-4, and 15 lb down and 21 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-8=-60, 8-9=-60, 9-12=-60, 23-25=-20, 19-22=-20, 13-18=-20 Concentrated Loads (lb) Vert: 32=-3(F) 33=2(F) 34=2(F) 35=2(F) 36=2(F) 37=2(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 6071_CM Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082140 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-QJDgmBzUbmJ?FO0jhhKJwax61dRcn8CCxVU8VvyMuSK Scale = 1:20.4 1 2 3 4 7 6 58910 11 12 13 3x4 8x8 4x6 3x12 10x10 5x8 3x12 0-0-2 1-2-0 1-2-0 4-7-11 3-5-11 9-4-0 4-8-5 1-2-0 1-2-0 4-7-11 3-5-11 9-4-0 4-8-5 3-1-00-4-53-1-04.00 12 Plate Offsets (X,Y)-- [1: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 0.64 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.02 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >738 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-6,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (size)7=Mechanical, 4=0-3-8 Max Horz 7=-83(LC 4) Max Uplift 7=-213(LC 5), 4=-164(LC 5) Max Grav 7=2544(LC 1), 4=1683(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-2070/175, 1-2=-693/76, 2-3=-759/72, 3-4=-3807/359 BOT CHORD 5-6=-311/3574, 4-5=-311/3574 WEBS 1-6=-175/2152, 3-6=-3137/338, 3-5=-153/1962 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical 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) except (jt=lb) 7=213, 4=164. 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) 565 lb down and 40 lb up at 0-1-12, 288 lb down and 41 lb up at 1-3-4, 553 lb down and 39 lb up at 2-3-4, 288 lb down and 36 lb up at 3-3-4, 553 lb down and 41 lb up at 4-3-4, 406 lb down and 76 lb up at 5-3-4, and 804 lb down and 100 lb up at 6-3-4, and 46 lb down and 25 lb up at 7-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-20 Continued on page 2 November 4,2022 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 6071_CM Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082140 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:06 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-uWn2zX_6M4RstXavEPrYToUHn0nrWbSM99Eh1MyMuSJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-565(F) 6=-288 8=-553(F) 9=-288(B) 10=-553(F) 11=-406(B) 12=-804(F) 13=-46(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 6071_CM Truss TG12 Truss Type Half Hip Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082141 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-MiLQBt_k7NZjUh96o6Mn??1YJQDJFCgVOpzFZoyMuSI Scale = 1:17.6 1 2 3 4 6 5 7 8 9 10 11 3x4 4x6 3x4 3x4 2x4 4x8 4-0-0 4-0-0 8-2-0 4-2-0 -1-2-8 1-2-8 4-0-0 4-0-0 8-2-0 4-2-0 0-4-51-8-54.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.17 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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, 2=0-3-8 Max Horz 2=47(LC 27) Max Uplift 5=-54(LC 4), 2=-127(LC 4) Max Grav 5=426(LC 1), 2=399(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-619/120 BOT CHORD 2-6=-111/549, 5-6=-108/553 WEBS 3-5=-494/105 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical 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) 5 except (jt=lb) 2=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. 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) 39 lb down and 46 lb up at 4-0-0, and 39 lb down and 40 lb up at 6-0-12, and 56 lb down and 49 lb up at 7-1-0 on top chord, and 20 lb down and 181 lb up at 2-0-12, 36 lb down at 4-0-12, and 36 lb down at 6-0-12, and 37 lb down at 7-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-18(B) 3=-39(B) 7=-39(B) 8=-56(B) 9=75(B) 10=-18(B) 11=-19(B)November 4,2022 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 6071_CM Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082142 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-J4TAcZ0_f?qRk?JUwXPF5Q6nmEn8jyyor7SLegyMuSG Scale = 1:27.1 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 5x8 5x12 4x6 3x4 3x6 2x4 4x8 4x8 3x12 4-0-0 4-0-0 10-10-0 6-10-0 11-10-0 1-0-0 14-8-8 2-10-8 -1-2-8 1-2-8 4-0-0 4-0-0 10-10-0 6-10-0 11-10-0 1-0-0 14-8-8 2-10-8 0-4-51-4-51-8-51-4-51-8-54.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-8], [4:0-8-4,0-2-4], [8:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.66 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 0.03 0.05 (loc) 9-10 9-10 7 9-10 l/defl >999 >812 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-3-8 Max Horz 2=35(LC 7) Max Uplift 7=-80(LC 5), 2=-158(LC 4) Max Grav 7=824(LC 1), 2=747(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1713/203, 3-4=-1827/149, 4-5=-1863/148, 5-6=-1574/155, 6-7=-722/88 BOT CHORD 2-10=-197/1577, 9-10=-192/1589, 8-9=-169/1659 WEBS 3-10=0/267, 3-9=0/350, 4-9=-6/264, 5-9=-14/311, 5-8=-631/13, 6-8=-164/1596 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 B; 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) 7 except (jt=lb) 2=158. 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) 58 lb down and 46 lb up at 4-0-0, 39 lb down and 46 lb up at 6-0-12, 39 lb down and 46 lb up at 8-0-12, and 44 lb down and 46 lb up at 10-0-12, and 58 lb down and 46 lb up at 10-10-0 on top chord, and 20 lb down and 181 lb up at 2-0-12, 36 lb down at 4-0-12, 36 lb down at 6-0-12, 36 lb down at 8-0-12, 36 lb down at 10-0-12, and 36 lb down at 10-9-4, and 125 lb down and 33 lb up at 12-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 November 4,2022 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 6071_CM Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082142 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:09 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-J4TAcZ0_f?qRk?JUwXPF5Q6nmEn8jyyor7SLegyMuSG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-39(F) 4=-39(F) 10=-18(F) 9=-18(F) 11=-39(F) 12=-39(F) 13=-39(F) 14=75(F) 15=-18(F) 16=-18(F) 17=-18(F) 18=-125(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 6071_CM Truss TG14 Truss Type Half Hip Girder Qty 2 Ply 1 6071 CM Job Reference (optional) I55082143 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-nH1Zpu1dQIyIL9ugTEwUdef2JeFvSbqx4nCvA7yMuSF Scale = 1:10.0 1 2 3 4 7 6 53x4 8x10 3x4 2-0-0 2-0-0 3-10-4 1-10-4 4-0-0 0-1-12 -1-2-8 1-2-8 2-0-0 2-0-0 4-0-0 2-0-0 0-4-51-0-54.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-2-0] 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-P 0.26 0.18 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=Mechanical, 6=Mechanical Max Horz 2=33(LC 4) Max Uplift 2=-47(LC 4), 5=-161(LC 1), 6=-57(LC 5) Max Grav 2=228(LC 1), 5=32(LC 5), 6=321(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 B; 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) 2, 6 except (jt=lb) 5=161. 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) 15 lb down and 34 lb up at 2-0-0 on top chord, and 16 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 November 4,2022 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 6071_CM Truss TG15 Truss Type Roof Special Girder Qty 1 Ply 1 6071 CM Job Reference (optional) I55082144 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-jf8JEa2txwC0bS23bfyyi3kR3RyUwVTEY5h?F?yMuSD Scale = 1:10.2 1 2 3 4 8 7 5 9 6 4x6 4x6 2x4 3x4 3x4 2-0-0 2-0-0 3-11-3 1-11-3 4-0-0 0-0-13 -1-2-8 1-2-8 2-0-0 2-0-0 3-0-0 1-0-0 4-0-0 1-0-0 0-4-51-0-51-4-51-0-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.11 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8, 6=Mechanical Max Horz 2=42(LC 4) Max Uplift 5=-9(LC 4), 2=-49(LC 4), 6=-13(LC 8) Max Grav 5=28(LC 1), 2=258(LC 1), 6=145(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 B; 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) 5, 2, 6. 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) 22 lb down and 17 lb up at 2-0-0 on top chord, and 8 lb down at 2-0-0, and 47 lb down and 24 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 9=-47(F) November 4,2022 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 6071_CM Truss TG16 Truss Type Roof Special Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082145 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-BsihRw3ViDKsCcdF9NTBFGHcfrE?fvmOmlQZnSyMuSC Scale = 1:12.312 3 5 46 7 4x6 2x4 5x6 3x6 3x8 1-4-12 1-4-12 2-6-0 1-1-4 0-10-10 0-10-10 2-6-0 1-7-6 1-10-100-9-111-10-108.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.28 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 3=0-3-8 Max Horz 5=-42(LC 4) Max Grav 5=504(LC 2), 3=1443(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-752/0 BOT CHORD 3-4=0/536 WEBS 2-5=-436/0, 2-4=0/896 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 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 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) 9 lb down and 6 lb up at 0-10-10, and 1788 lb down at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 November 4,2022 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 6071_CM Truss TG16 Truss Type Roof Special Girder Qty 1 Ply 2 6071 CM Job Reference (optional) I55082145 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:13 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-BsihRw3ViDKsCcdF9NTBFGHcfrE?fvmOmlQZnSyMuSC LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-20 Concentrated Loads (lb) Vert: 6=6(B) 7=-1629(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 6071_CM Truss V01 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082146 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-f2G3fG47TXSjqmCSi4?QoUpj7FcAOPpX?PA6JuyMuSB Scale = 1:19.4 1 2 3 2x4 2x4 2x4 3-3-5 3-3-5 0-0-43-3-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.16 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 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=76(LC 9) Max Uplift 3=-27(LC 9) Max Grav 1=118(LC 20), 3=125(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss V02 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082147 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-7EqSsc5lEraaSwmeGoWfKhMyJf_67s3hE3vgsKyMuSA Scale = 1:13.5 1 2 3 2x4 2x4 2x4 2-1-5 2-1-5 0-0-42-1-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.05 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-1, 3=2-1-1 Max Horz 1=44(LC 9) Max Uplift 3=-16(LC 9) Max Grav 1=68(LC 20), 3=73(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 4,2022 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 6071_CM Truss V03 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082148 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-4dyCHI60mSqIhEw1OCY7P6RHvSesblczhNPmwDyMuS8 Scale = 1:42.7 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-4-10 13-4-6 6-8-5 6-8-5 13-4-10 6-8-5 0-0-46-8-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-2. (lb) - Max Horz 1=-114(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-130(LC 12), 6=-130(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=324(LC 19), 8=388(LC 19), 6=388(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-254/171, 4-6=-253/171 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-8-5, Exterior(2R) 6-8-5 to 9-8-5, Interior(1) 9-8-5 to 13-0-6 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=130, 6=130. 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. November 4,2022 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 6071_CM Truss V04 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082149 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-YpWaVe7eXmy9JNVDxw3MyK_JvsyaKBg7w18KSfyMuS7 Scale = 1:35.7 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 11-0-10 11-0-6 5-6-5 5-6-5 11-0-10 5-6-5 0-0-45-6-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.26 0.14 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: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-0-2, 3=11-0-2, 4=11-0-2 Max Horz 1=-93(LC 8) Max Uplift 1=-12(LC 13), 3=-12(LC 13) Max Grav 1=231(LC 1), 3=231(LC 1), 4=366(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-6-5, Exterior(2R) 5-6-5 to 8-6-5, Interior(1) 8-6-5 to 10-8-6 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. November 4,2022 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 6071_CM Truss V05 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082150 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-003yiz8GI340wX4PVdabVXWZXGJP3f_G9hut?5yMuS6 Scale = 1:29.3 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 8-8-10 8-8-6 4-4-5 4-4-5 8-8-10 4-4-5 0-0-44-4-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.15 0.07 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-8-2, 3=8-8-2, 4=8-8-2 Max Horz 1=72(LC 11) Max Uplift 1=-9(LC 13), 3=-9(LC 13) Max Grav 1=179(LC 1), 3=179(LC 1), 4=283(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-4-5, Exterior(2R) 4-4-5 to 7-4-5, Interior(1) 7-4-5 to 8-4-6 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. November 4,2022 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 6071_CM Truss V06 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082151 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-yOBj7f9WqhKkArEod2d3aycxW3vMXaYZc?N_3_yMuS4 Scale = 1:21.5 1 2 3 3x4 3x4 3x4 0-0-4 0-0-4 6-4-10 6-4-6 3-2-5 3-2-5 6-4-10 3-2-5 0-0-43-2-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.57 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: 14 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-4-2, 3=6-4-2 Max Horz 1=51(LC 9) Max Grav 1=227(LC 1), 3=227(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. November 4,2022 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 6071_CM Truss V07 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082152 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Qbl5K?A8b_Sbo?p_Am8I6A89pTKfG1ojrf6XbQyMuS3 Scale = 1:12.9 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 4-0-10 4-0-6 2-0-5 2-0-5 4-0-10 2-0-5 0-0-42-0-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.25 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 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-2, 3=4-0-2 Max Horz 1=-30(LC 8) Max Grav 1=134(LC 1), 3=134(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. November 4,2022 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 6071_CM Truss V08 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082153 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-unJTYLBmMIaSP9OAkTfXfNhGIthJ?Ris3Js58tyMuS2 Scale = 1:43.2 1 2 3 4 5 9 8 7 61011 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-1-13 12-1-13 5-4-8 5-4-8 12-1-13 6-9-5 1-4-136-9-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.16 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-1-9. (lb) - Max Horz 9=-127(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 except 8=-159(LC 12), 6=-132(LC 13) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=422(LC 20), 8=394(LC 19), 6=393(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/184, 4-6=-257/174 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-4-8, Exterior(2R) 5-4-8 to 8-4-8, Interior(1) 8-4-8 to 11-9-9 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5 except (jt=lb) 8=159, 6=132. 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. November 4,2022 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 6071_CM Truss V09 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082154 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-NztrlhCP7cjJ1IyNIAAmCbEQ7H2Dkwp?IzbegJyMuS1 Scale = 1:36.2 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 -0-2-9 0-2-9 10-11-13 10-11-13 5-4-8 5-4-8 10-11-13 5-7-5 0-0-45-7-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-2. (lb) - Max Horz 1=-95(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-131(LC 12), 6=-131(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=317(LC 19), 6=317(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-260/193, 4-6=-260/193 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-7 to 3-1-7, Interior(1) 3-1-7 to 5-4-8, Exterior(2R) 5-4-8 to 8-4-8, Interior(1) 8-4-8 to 10-7-9 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, 5 except (jt=lb) 8=131, 6=131. 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. November 4,2022 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 6071_CM Truss V10 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082155 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-JM?cANDfeDz0Gc6lPbCEH0JlT4ixCqgImG4lkByMuS? Scale = 1:30.0 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 8-10-10 8-10-6 4-5-5 4-5-5 8-10-10 4-5-5 0-0-44-5-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.16 0.07 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-10-2, 3=8-10-2, 4=8-10-2 Max Horz 1=-74(LC 8) Max Uplift 1=-9(LC 13), 3=-9(LC 13) Max Grav 1=183(LC 1), 3=183(LC 1), 4=289(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-5-5, Exterior(2R) 4-5-5 to 7-5-5, Interior(1) 7-5-5 to 8-6-6 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. November 4,2022 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 6071_CM Truss V11 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082156 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-nYY_NiEHPX5tumhyzJjTpDsykUxCxI1S_wqIHeyMuS_ Scale = 1:22.0 1 2 3 3x4 3x4 3x4 0-0-4 0-0-4 6-6-10 6-6-6 3-3-5 3-3-5 6-6-10 3-3-5 0-0-43-3-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.61 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: 15 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-2, 3=6-6-2 Max Horz 1=-53(LC 8) Max Grav 1=234(LC 1), 3=234(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. November 4,2022 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 6071_CM Truss V12 Truss Type Valley Qty 1 Ply 1 6071 CM Job Reference (optional) I55082157 8.530 s Aug 11 2022 MiTek Industries, Inc. Thu Nov 3 13:31:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MYGuS3EjpFy3p6GBDKSmO5z?AJm-Fk6Mb2FvAqDkWwG8X0FiMRO9luMeglHbDaZso4yMuRz Scale = 1:13.3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 4-2-10 4-2-6 2-1-5 2-1-5 4-2-10 2-1-5 0-0-42-1-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.27 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 4-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-2, 3=4-2-2 Max Horz 1=-32(LC 8) Max Grav 1=141(LC 1), 3=141(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. November 4,2022 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