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HomeMy WebLinkAboutHAM 29 Truss Seal 3-14-2116023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: Design Code: IRC2018/TPI2014 Wind Code: N/A Wind Speed: 115 mph Roof Load: 50.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 35 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf March 12, 2021 Liu, Xuegang The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Truss Design Engineer's Name: Liu, XuegangMy license renewal date for the state of Indiana is July 31, 2022. 29 HAM McKenzie 29 Hamlet 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the designparameters 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. Site Information: Lot/Block: Customer: Project Name: 29 HAM Subdivision: Address: State: City: Model: No. Seal# Truss Name Date 1 I42723073 CG01 3/12/2021 2 I42723074 CG02 3/12/2021 3 I42723075 GE01 3/12/2021 4 I42723076 GE02 3/12/2021 5 I42723077 GE03 3/12/2021 6 I42723078 GE04 3/12/2021 7 I42723079 GE05 3/12/2021 8 I42723080 GE06 3/12/2021 9 I42723081 GE07 3/12/2021 10 I42723082 GE09 3/12/2021 11 I42723083 J01 3/12/2021 12 I42723084 J02 3/12/2021 13 I42723085 J03 3/12/2021 14 I42723086 J04 3/12/2021 15 I42723087 M01 3/12/2021 16 I42723088 M02 3/12/2021 17 I42723089 M03 3/12/2021 18 I42723090 M04 3/12/2021 19 I42723091 M05 3/12/2021 20 I42723092 M06 3/12/2021 No. Seal# Truss Name Date 21 I42723093 M07 3/12/2021 22 I42723094 M08 3/12/2021 23 I42723095 M09 3/12/2021 24 I42723096 MG01 3/12/2021 25 I42723097 MG02 3/12/2021 26 I42723098 MG03 3/12/2021 27 I42723099 T01 3/12/2021 28 I42723100 T02 3/12/2021 29 I42723101 T03 3/12/2021 30 I42723102 T04 3/12/2021 31 I42723103 T05 3/12/2021 32 I42723104 T06 3/12/2021 33 I42723105 TG01 3/12/2021 34 I42723106 TG02 3/12/2021 35 I42723107 TG03 3/12/2021 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 29 HAM Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723073 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-Sch4r84VAIaQ7LRFQowUUp9W7FTS?LsX7qr_ufyflFv Scale = 1:18.3 1 2 6 5 7 3 4 3x4 4x6 2x4 1-0-01-0-0 3-8-82-8-8 -1-8-8 1-8-8 3-8-8 3-8-8 2-2-43-0-120-6-02-6-123-0-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 6=47(LC 7) Max Uplift 6=-50(LC 6), 3=-24(LC 10) Max Grav 6=363(LC 1), 3=101(LC 1), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-328/49 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-8-8 to 2-6-7, Exterior(2R) 2-6-7 to 3-7-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 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. September 8,2020 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 29 HAM Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723074 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-woFS3T58xciGlV?RzVRj11hg5forkoVgLUaYQ5yflFu Scale = 1:21.2 1 2 6 5 7 3 8 43x4 4x6 2x4 1-0-01-0-0 5-7-24-7-2 -1-8-8 1-8-8 5-7-2 5-7-2 2-2-43-6-13-0-13-6-12.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 6=55(LC 5) Max Uplift 6=-84(LC 4), 3=-43(LC 8), 4=-15(LC 4) Max Grav 6=443(LC 1), 3=190(LC 1), 4=108(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-389/19 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 14 lb up at 2-9-8, and 10 lb down and 14 lb up at 2-9-8 on top chord, and 1 lb down and 35 lb up at 2-9-8, and 1 lb down and 35 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-6=-20 September 8,2020 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 29 HAM Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723075 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-woFS3T58xciGlV?RzVRj11hgYfpLknUgLUaYQ5yflFu Scale = 1:19.8 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 10-7-010-7-0 -0-10-8 0-10-8 5-3-8 5-3-8 10-7-0 5-3-8 11-5-8 0-10-8 0-4-82-1-110-4-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 31 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 6-0-0 oc bracing. REACTIONS.All bearings 10-7-0. (lb) - Max Horz 2=-25(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 except 9=-120(LC 1) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=421(LC 1), 8=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-310/69, 5-8=-310/68 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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, 6, 10, 8 except (jt=lb) 9=120. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 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. September 8,2020 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 29 HAM Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723076 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-tBMDU97OTDy__o9q5wUB6Sn?ySUrCiEzpo3fV_yflFs Scale = 1:12.9 1 2 3 4 5 3x4 3x4 3x4 -0-10-8 0-10-8 4-1-0 4-1-0 4-11-8 0-10-8 0-4-82-0-51-8-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 4 4 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=4-1-0, 2=4-1-0 Max Horz 2=55(LC 7) Max Uplift 5=-27(LC 10), 2=-25(LC 6) Max Grav 5=281(LC 1), 2=264(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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. September 8,2020 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 29 HAM Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723077 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-LNwbhV80EX4rcyk0fe?QffJBpsr5x8F62SpC1QyflFr Scale = 1:15.1 1 2 3 4 5 8 7 6 3x4 3x4 4x6 3x4 2x4 2x4 2x4 6-9-86-9-8 1-6-0 1-6-0 6-9-8 5-3-8 7-8-0 0-10-8 1-7-112-1-110-4-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 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 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 6-9-8. (lb) - Max Horz 8=-42(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 8, 4, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 4, 7 except 6=405(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-303/69 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) 8, 4, 7, 6. 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. September 8,2020 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 29 HAM Truss GE04 Truss Type GABLE Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723078 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-pZUzur8e?qCiE6JDCLWfBtsPiGBtgcRGG6YlZsyflFq Scale = 1:28.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 3x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-10-016-10-0 16-10-0 16-10-0 1-3-11-7-40.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 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 16-10-0. (lb) - Max Horz 30=23(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29 Max Grav All reactions 250 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 30, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29. 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. September 8,2020 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 29 HAM Truss GE05 Truss Type GABLE Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723079 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-lyckJXAvXSSQTQTbKmY7GIxl73tH8WuZkQ1selyflFo Scale = 1:27.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x8 3x4 3x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-416-7-4 16-7-4 16-7-4 1-3-11-7-30.25 12 Plate Offsets (X,Y)-- [24:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a 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 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 16-7-4. (lb) - Max Horz 29=23(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28 Max Grav All reactions 250 lb or less at joint(s) 29, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 29, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28. 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. September 8,2020 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 29 HAM Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723080 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-D8A6XtBXIlbH5Z2nuT3MpVUwaTDOtzAiy4nQAByflFn Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 3x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-017-3-0 17-3-0 17-3-0 2-0-152-5-40.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 17-3-0. (lb) - Max Horz 30=38(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 Max Grav All reactions 250 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29. 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. September 8,2020 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 29 HAM Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723081 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-6wPdMEE1M_5jZBLZ7J8IzLfcn4aQpm5ItildJyyflFj Scale = 1:63.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x4 3x4 3x6 3x4 3x4 3x6 3x6 3x6 37-9-437-9-4 37-9-4 37-9-4 1-7-32-4-100.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.03 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 32 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 126 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 37-9-4. (lb) - Max Horz 62=31(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 32, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61 Max Grav All reactions 250 lb or less at joint(s) 62, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61. 11) 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. September 8,2020 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 29 HAM Truss GE09 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723082 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-2IXNnwFItbLQpUVxEkAm3mkx5uGoHgebL?EkOryflFh Scale = 1:15.2123 6 5 4 3x4 3x4 3x4 3x4 2x4 2x4 2-9-0 2-9-0 2-4-92-5-40.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-9-0, 4=2-9-0, 5=2-9-0 Max Horz 6=37(LC 7) Max Uplift 6=-17(LC 6), 4=-14(LC 7), 5=-3(LC 10) Max Grav 6=41(LC 18), 4=34(LC 17), 5=94(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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 6, 4, 5. 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. September 8,2020 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 29 HAM Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723083 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-WU5l?GGwevTHQe48oRh?b_H4_Ib_07hkafzHwHyflFg Scale = 1:18.5 1 2 6 5 3 4 3x4 3x4 2x4 1-0-01-0-0 2-8-01-8-0 -1-2-8 1-2-8 2-8-0 2-8-0 2-2-43-0-152-8-123-0-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=51(LC 7) Max Uplift 6=-24(LC 6), 3=-18(LC 10), 4=-14(LC 7) Max Grav 6=261(LC 1), 3=68(LC 1), 4=49(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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 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. September 8,2020 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 29 HAM Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723084 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-StCVQyIAAWj?gyEWvskTgPMQT5HsU1D11zSO_AyflFe Scale = 1:17.5 1 2 6 5 3 4 3x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 6 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=47(LC 7) Max Uplift 6=-26(LC 6), 3=-10(LC 10), 4=-24(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 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. September 8,2020 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 29 HAM Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723085 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-x3mudIIoxqrsH6piTaFiDcvbDVd5DUTAGdCxXcyflFd Scale = 1:17.5 1 2 6 5 3 4 3x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 6 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=47(LC 7) Max Uplift 6=-26(LC 6), 3=-10(LC 10), 4=-24(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 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. September 8,2020 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 29 HAM Truss J04 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723086 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-PGKGqdJQi8zjvGOv1HmxmqRkJvxvyxYKUHxV32yflFc Scale = 1:20.6 1 2 6 5 3 4 3x4 3x4 2x4 1-0-01-0-0 4-0-03-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 2-2-43-6-43-2-13-6-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.04 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=60(LC 7) Max Uplift 6=-22(LC 6), 3=-33(LC 10) Max Grav 6=317(LC 1), 3=132(LC 1), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-279/19 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 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. September 8,2020 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 29 HAM Truss M01 Truss Type Monopitch Qty 6 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723087 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-PGKGqdJQi8zjvGOv1HmxmqRlbvxoyxBKUHxV32yflFc Scale = 1:12.9 1 2 3 4 5 3x4 3x4 3x4 4-1-04-1-0 -0-10-8 0-10-8 4-1-0 4-1-0 4-11-8 0-10-8 0-4-82-0-51-8-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >999 >999 n/a **** 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 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-3-8 Max Horz 2=55(LC 7) Max Uplift 5=-27(LC 10), 2=-29(LC 6) Max Grav 5=271(LC 1), 2=271(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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 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. September 8,2020 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 29 HAM Truss M02 Truss Type Monopitch Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723088 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-tSue2zK2TR5aXPy5b?HAI1_uIJGChO_Tjxh2bVyflFb Scale = 1:21.6 1 2 3 5 4 3x4 3x4 3x4 3x4 4-7-84-7-8 -1-2-8 1-2-8 4-7-8 4-7-8 2-2-43-8-124.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.21 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=4-7-8, 4=4-7-8, 5=4-7-8 Max Horz 5=102(LC 7) Max Uplift 4=-30(LC 7), 5=-41(LC 6) Max Grav 4=200(LC 1), 4=200(LC 1), 5=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/67 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. September 8,2020 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 29 HAM Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723089 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-LeS0FJLhElDR8ZXH8ioPrFW3pjdkQrEcybQc7xyflFa Scale = 1:21.6 1 2 3 5 4 3x4 3x4 3x4 3x4 -1-2-8 1-2-8 4-7-8 4-7-8 2-2-43-8-123-5-40-3-83-8-124.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=102(LC 7) Max Uplift 5=-41(LC 6), 4=-30(LC 7) Max Grav 5=342(LC 1), 4=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/67 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 8,2020 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 29 HAM Truss M04 Truss Type MONOPITCH Qty 9 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723090 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-LeS0FJLhElDR8ZXH8ioPrFW_njaIQrvcybQc7xyflFa Scale = 1:25.6 1 2 3 5 4 3x4 3x4 3x4 3x4 6-0-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-44-2-43-10-120-3-84-2-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.35 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=72(LC 7) Max Uplift 5=-21(LC 6), 4=-36(LC 10) Max Grav 5=407(LC 1), 4=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/56 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 8,2020 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 29 HAM Truss M05 Truss Type Monopitch Qty 2 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723091 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-pr0OTfLJ?3LImj6UiPKeNS3CP6ry93mmBFA9gNyflFZ Scale = 1:28.0 1 2 3 4 5 10 9 8 7 6 3x4 8x8 3x6 8x8 3x4 3x6 8x8 4x6 8x8 2x4 5-7-95-7-9 10-11-115-4-2 16-10-05-10-5 5-7-9 5-7-9 10-11-11 5-4-2 16-10-0 5-10-5 1-3-11-7-40.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.33 0.02 0.10 (loc) 7-9 7-9 6 7-9 l/defl >999 >600 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Horz 10=13(LC 7) Max Uplift 10=-22(LC 6), 6=-22(LC 10) Max Grav 10=551(LC 1), 6=551(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-499/124, 1-2=-1920/385, 2-4=-1814/362, 4-5=-1815/365, 5-6=-503/128 BOT CHORD 7-9=-393/1917 WEBS 1-9=-348/1777, 2-9=-256/110, 4-7=-303/123, 5-7=-354/1747 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 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. September 8,2020 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 29 HAM Truss M06 Truss Type MONOPITCH Qty 14 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723092 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-H1ang?MxmMT9OthgG7rtwgcPXWDGuXIvPvviCqyflFY Scale = 1:27.6 1 2 3 4 5 10 9 8 7 6 3x4 8x8 3x6 8x8 3x4 3x6 8x8 4x6 8x8 2x4 5-7-95-7-9 10-11-115-4-1 16-7-45-7-9 5-7-9 5-7-9 10-11-11 5-4-1 16-7-4 5-7-9 1-3-11-7-30.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.57 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.31 0.02 0.10 (loc) 7-9 7-9 6 7-9 l/defl >999 >624 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-2-12 Max Horz 10=13(LC 7) Max Uplift 10=-21(LC 6), 6=-22(LC 10) Max Grav 10=544(LC 1), 6=544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-491/124, 1-2=-1884/381, 2-4=-1743/350, 4-5=-1743/353, 5-6=-497/127 BOT CHORD 7-9=-389/1880 WEBS 1-9=-343/1742, 4-7=-296/121, 5-7=-343/1686 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 8,2020 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 29 HAM Truss M07 Truss Type Monopitch Qty 5 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723093 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-lD79uLNZXgc0?1GsqqM6Tt8RrwXJd_e3eZfGkGyflFX Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 4x6 8x8 3x6 3x4 3x16 MT18HS8x8 3x6 3x6 3x12 6x16 2x4 2x4 5x12 6x16 5x12 5x12 4x8 2x4 5x12 5x8 3x6 3x6 5-2-115-2-11 10-3-105-0-15 15-4-95-0-15 20-5-85-0-15 23-0-102-7-2 28-7-85-6-14 34-2-65-6-14 40-0-125-10-6 5-2-11 5-2-11 10-3-10 5-0-15 15-4-9 5-0-15 20-5-8 5-0-15 23-0-10 2-7-2 28-7-8 5-6-14 34-2-6 5-6-14 40-0-12 5-10-6 1-7-32-5-40.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-3-8,0-1-8], [7:0-3-8,0-2-8], [8:0-3-8,0-2-0], [11:0-3-7,0-2-8], [14:0-3-8,0-2-8], [16:0-3-8,0-2-8], [21:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.58 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.57 0.04 0.07 (loc) 20 20-21 16 20 l/defl >690 >480 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 145 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-21: 2x4 SPF No.2, 6-18,7-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-5 oc bracing. WEBS 1 Row at midpt 3-18, 6-16 REACTIONS. (size)22=0-2-12, 12=0-5-8, 16=0-5-4 Max Horz 22=32(LC 9) Max Uplift 22=-25(LC 6), 12=-14(LC 10), 16=-69(LC 10) Max Grav 22=1443(LC 1), 12=807(LC 1), 16=4008(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1384/87, 1-2=-3927/196, 2-3=-4566/230, 3-5=-2665/138, 5-6=-2666/141, 6-7=-200/4287, 8-10=-1243/74, 10-11=-1245/77, 11-12=-760/59 BOT CHORD 20-21=-182/3919, 18-20=-214/4558, 17-18=-1557/87, 16-17=-1557/87, 14-16=-4281/222 WEBS 1-21=-191/3859, 2-21=-925/94, 2-20=-33/663, 3-18=-1985/98, 5-18=-796/86, 6-18=-219/4453, 6-16=-3278/163, 7-16=-2053/136, 7-14=-213/4330, 8-14=-1275/111, 8-13=-70/1473, 10-13=-841/94, 11-13=-61/1220 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12, 16. 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) 80 lb down and 4 lb up at 12-9-12, and 80 lb down and 4 lb up at 20-5-8 on top 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 September 8,2020 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 29 HAM Truss M07 Truss Type Monopitch Qty 5 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723093 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:52 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-lD79uLNZXgc0?1GsqqM6Tt8RrwXJd_e3eZfGkGyflFX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-11=-140, 12-22=-13 Concentrated Loads (lb) Vert: 6=-80 23=-80 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 29 HAM Truss M08 Truss Type MONOPITCH Qty 7 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723094 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-icFvI1Pp3HsjFKQFxFOaYIEnckEt5uXM5t8Mp8yflFV Scale = 1:63.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x4 8x8 3x6 3x4 3x16 MT18HS8x8 3x6 3x6 3x12 6x16 2x4 5x12 6x16 5x12 4x10 3x8 2x4 4x10 4x8 2x4 3x6 3x6 5-2-115-2-11 10-3-105-0-15 15-4-95-0-15 20-5-85-0-15 23-0-102-7-2 27-10-54-9-11 32-8-14-9-11 37-9-45-1-3 5-2-11 5-2-11 10-3-10 5-0-15 15-4-9 5-0-15 20-5-8 5-0-15 23-0-10 2-7-2 27-10-5 4-9-11 32-8-1 4-9-11 37-9-4 5-1-3 1-7-32-4-100.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-3-8,0-1-8], [7:0-3-8,0-2-8], [8:0-3-8,0-1-8], [11:0-3-7,0-2-0], [14:0-3-8,0-2-0], [15:0-3-8,0-2-8], [21:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.51 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.60 0.04 0.07 (loc) 19-21 19-21 15 19 l/defl >660 >459 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 138 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-21,7-14,8-13: 2x4 SPF No.2, 6-18: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-5-14 oc bracing. WEBS 1 Row at midpt 3-18, 6-15 REACTIONS. (size)22=0-2-12, 12=0-5-8, 15=0-5-4 Max Horz 22=31(LC 9) Max Uplift 22=-24(LC 6), 12=-10(LC 10), 15=-66(LC 10) Max Grav 22=1412(LC 1), 12=563(LC 1), 15=3851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1352/87, 1-2=-3825/195, 2-3=-4348/224, 3-5=-2489/133, 5-6=-2490/136, 6-7=-204/4259, 7-8=-30/841, 8-10=-618/44, 10-11=-619/46, 11-12=-525/45 BOT CHORD 19-21=-181/3817, 18-19=-208/4340, 17-18=-1557/89, 15-17=-1557/89, 14-15=-4253/226, 13-14=-834/54 WEBS 1-21=-190/3755, 2-21=-901/94, 2-19=-28/542, 3-18=-1941/98, 5-18=-748/84, 6-15=-3244/165, 7-15=-1911/126, 7-14=-183/3648, 8-14=-1247/105, 8-13=-76/1553, 10-13=-735/82, 11-13=-31/593, 6-18=-215/4267 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12, 15. 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) 80 lb down and 4 lb up at 20-5-8 on top 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 September 8,2020 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 29 HAM Truss M08 Truss Type MONOPITCH Qty 7 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723094 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-icFvI1Pp3HsjFKQFxFOaYIEnckEt5uXM5t8Mp8yflFV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-11=-140, 12-22=-13 Concentrated Loads (lb) Vert: 6=-80 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 29 HAM Truss M09 Truss Type MONOPITCH Qty 5 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723095 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-AopHWMPRpb_asU?RVzvp4WmyT7XQqPZVKXtwLbyflFU Scale = 1:28.7 1 2 3 4 5 10 9 8 7 6 3x4 6x8 3x6 3x4 3x8 MT18HS5x8 3x6 2x4 6x16 5x8 5-10-35-10-3 11-4-135-6-11 17-3-05-10-3 5-10-3 5-10-3 11-4-13 5-6-11 17-3-0 5-10-3 2-0-152-5-40.25 12 Plate Offsets (X,Y)-- [5:0-3-7,0-2-8], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.75 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 0.03 0.04 (loc) 7-9 7-9 6 7-9 l/defl >999 >738 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 64 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=38(LC 7) Max Uplift 10=-24(LC 6), 6=-21(LC 10) Max Grav 10=1300(LC 1), 6=1300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1251/130, 1-2=-2777/251, 2-4=-2629/239, 4-5=-2630/243, 5-6=-1253/131 BOT CHORD 7-9=-224/2769 WEBS 1-9=-234/2770, 2-9=-766/119, 4-7=-829/125, 5-7=-233/2696 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 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. September 8,2020 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 29 HAM Truss MG01 Truss Type MONOPITCH Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723096 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-e?NgjiQ4av6RUead3gQ2djJA8Xr6ZpfeZBdTt1yflFT Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12233x4 5x8 3x6 3x4 3x8 MT18HS5x8 4x6 4x6 4x6 6x16 2x4 2x4 5x12 6x16 3x12 5x8 3x8 2x4 4x10 4x6 3x6 3x6 5-2-115-2-11 10-3-105-0-15 15-4-95-0-15 20-5-85-0-15 23-0-102-7-2 28-7-85-6-14 34-2-65-6-14 40-0-125-10-6 5-2-11 5-2-11 10-3-10 5-0-15 15-4-9 5-0-15 20-5-8 5-0-15 23-0-10 2-7-2 28-7-8 5-6-14 34-2-6 5-6-14 40-0-12 5-10-6 1-7-32-5-30.25 12 Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [8:0-3-8,0-1-8], [14:0-3-8,0-2-8], [16:0-3-8,0-2-8], [21:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.85 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.46 0.04 0.06 (loc) 20 18-20 16 20 l/defl >852 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-21,6-18,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. REACTIONS. (size)22=0-2-12, 12=0-5-8, 16=0-5-4 Max Horz 22=38(LC 9) Max Uplift 22=-29(LC 6), 12=-11(LC 6), 16=-101(LC 10) Max Grav 22=1671(LC 1), 12=616(LC 1), 16=5900(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1611/98, 1-2=-4753/243, 2-3=-6058/308, 3-5=-4917/252, 5-6=-4928/255, 6-7=-287/6044, 7-8=-53/1311, 8-10=-716/48, 10-11=-717/51, 11-12=-573/50 BOT CHORD 20-21=-230/4745, 18-20=-292/6049, 17-18=-1054/62, 16-17=-1054/62, 14-16=-6034/309, 13-14=-1303/77 WEBS 1-21=-230/4704, 2-21=-1137/103, 2-20=-65/1354, 3-20=-295/56, 3-18=-1191/61, 5-18=-1557/123, 6-18=-313/6301, 6-16=-5990/298, 7-16=-2410/154, 7-14=-244/4969, 8-14=-1480/122, 8-13=-103/2125, 10-13=-847/94, 11-13=-34/664 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. Bottom chords connected as follows: 2x4 - 1 row 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12 except (jt=lb) 16=101. 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. LOAD CASE(S) Standard Continued on page 2 September 8,2020 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 29 HAM Truss MG01 Truss Type MONOPITCH Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723096 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-e?NgjiQ4av6RUead3gQ2djJA8Xr6ZpfeZBdTt1yflFT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-140, 4-7=-350(F=-210), 7-11=-140, 22-23=-13, 16-23=-33(F=-20), 12-16=-13 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 29 HAM Truss MG02 Truss Type MONOPITCH Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723097 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-aNVQ8OSK6WM9jyj0A5TWi8ORcLba1jbx0V6aywyflFR Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 3x4 5x8 3x6 3x4 3x16 MT18HS5x8 3x8 3x8 3x6 6x16 2x4 2x4 5x12 6x16 4x10 3x12 3x8 2x4 5x12 4x6 3x6 3x6 5-2-115-2-11 10-3-105-0-15 15-4-95-0-15 20-5-85-0-15 23-0-102-7-2 28-7-85-6-14 34-2-65-6-14 40-0-125-10-6 5-2-11 5-2-11 10-3-10 5-0-15 15-4-9 5-0-15 20-5-8 5-0-15 23-0-10 2-7-2 28-7-8 5-6-14 34-2-6 5-6-14 40-0-12 5-10-6 1-7-32-5-30.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-8,0-2-0], [8:0-3-8,0-1-8], [14:0-3-8,0-1-8], [16:0-3-8,0-2-8], [20:0-3-8,0-1-8], [21:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.53 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.55 0.04 0.07 (loc) 18-20 18-20 16 18-20 l/defl >721 >501 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 290 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-21,6-16,7-14: 2x4 SPF No.2, 6-18: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. REACTIONS. (size)22=0-2-12, 12=0-5-8, 16=0-5-4 Max Horz 22=38(LC 7) Max Uplift 22=-34(LC 6), 12=-7(LC 6), 16=-129(LC 10) Max Grav 22=1930(LC 1), 12=383(LC 1), 16=7516(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1861/110, 1-2=-5642/287, 2-3=-7838/395, 3-5=-6884/348, 5-6=-6901/351, 6-7=-395/8194, 7-8=-122/2686, 11-12=-341/38 BOT CHORD 20-21=-273/5633, 18-20=-379/7829, 17-18=-1374/79, 16-17=-1374/79, 14-16=-8181/417, 13-14=-2678/145 WEBS 1-21=-273/5592, 2-21=-1365/115, 2-20=-110/2280, 3-20=-541/68, 3-18=-999/52, 5-18=-2495/170, 6-18=-432/8713, 6-16=-8188/406, 7-16=-2788/173, 7-14=-285/5780, 8-14=-1739/135, 8-13=-141/2885, 10-13=-848/94 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. Bottom chords connected as follows: 2x4 - 1 row 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12 except (jt=lb) 16=129. 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. LOAD CASE(S) Standard Continued on page 2 September 8,2020 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 29 HAM Truss MG02 Truss Type MONOPITCH Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723097 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-aNVQ8OSK6WM9jyj0A5TWi8ORcLba1jbx0V6aywyflFR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-140, 7-23=-500, 7-11=-140, 12-22=-13 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 29 HAM Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723098 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-aNVQ8OSK6WM9jyj0A5TWi8OcwLf71ljx0V6aywyflFR Scale = 1:28.6 1 2 3 4 5 10 9 8 7 6 11 12 3x4 5x6 4x6 3x4 4x6 4x6 5x6 3x6 3x6 3x8 5-10-35-10-3 11-4-135-6-11 17-3-05-10-3 5-10-3 5-10-3 11-4-13 5-6-11 17-3-0 5-10-3 2-0-152-5-40.25 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.30 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.01 0.04 (loc) 7-9 7-9 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=36(LC 7) Max Uplift 10=-38(LC 6), 6=-35(LC 10) Max Grav 10=920(LC 1), 6=910(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-847/192, 1-2=-2406/485, 2-4=-2201/444 BOT CHORD 7-9=-462/2403, 6-7=-414/2182 WEBS 1-9=-467/2388, 2-9=-624/186, 4-6=-2243/440 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-53, 11-12=-153, 5-12=-53, 6-10=-13 September 8,2020 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 29 HAM Truss T01 Truss Type Common Qty 5 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723099 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:26:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-2Z3oMkSytpU0L6ICko_lFMxknl_HmLE5F9r7UMyflFQ Scale = 1:19.8 1 2 3 4 5 6 4x6 3x4 3x4 2x4 5-3-85-3-8 10-7-05-3-8 -0-10-8 0-10-8 5-3-8 5-3-8 10-7-0 5-3-8 11-5-8 0-10-8 0-4-82-1-110-4-84.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [4:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.37 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.01 (loc) 4-6 4-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=25(LC 14) Max Uplift 2=-35(LC 6), 4=-35(LC 7) Max Grav 2=596(LC 1), 4=596(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-915/1, 3-4=-915/1 BOT CHORD 2-6=0/798, 4-6=0/798 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 8,2020 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 29 HAM Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723100 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-WmcAZ4Tae7ctzFtPIWV_nZUrs8FpVcFEUpbh0oyflFP Scale = 1:50.7 1 2 3 4 5 6 7 13 12 11 10 9 8 4x8 4x8 3x4 3x6 6x16 2x4 3x8 7x16 MT18HS 3x4 7x16 MT18HS 6x16 8-0-08-0-0 13-7-85-7-8 19-3-05-7-8 27-3-08-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 28-5-8 1-2-8 2-2-44-8-114-10-42-2-44-8-114.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.67 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.04 0.05 (loc) 10 8-9 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 111 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=24(LC 9) Max Uplift 13=-77(LC 6), 8=-77(LC 7) Max Grav 13=1456(LC 1), 8=1456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1895/72, 3-4=-1702/91, 4-5=-1702/91, 5-6=-1895/72, 2-13=-1379/118, 6-8=-1379/118 BOT CHORD 10-12=-36/2088, 9-10=-36/2088 WEBS 4-12=-628/53, 4-9=-628/53, 2-12=0/1540, 6-9=0/1540 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 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. September 8,2020 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 29 HAM Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723101 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-_yAZnQUCPRkkbPSbrD0DKn0?GYYLE7WNiTKEZEyflFO Scale = 1:49.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 5x12 3x6 3x8 3x12 3x6 3x12 3x6 4x8 4x8 3x6 10-0-010-0-0 17-3-07-3-0 27-3-010-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 17-3-0 7-3-0 22-1-4 4-10-4 27-3-0 5-1-12 28-5-8 1-2-8 2-2-45-4-115-6-42-2-45-4-114.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.84 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.52 0.07 0.04 (loc) 9-10 9-10 9 10-12 l/defl >999 >620 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-18(LC 8) Max Uplift 13=-70(LC 6), 9=-70(LC 7) Max Grav 13=1456(LC 1), 9=1456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1821/70, 4-5=-1677/82, 5-6=-1821/70, 2-13=-332/71, 7-9=-332/71 BOT CHORD 12-13=-47/1493, 10-12=0/1676, 9-10=-59/1493 WEBS 3-12=0/390, 6-10=0/389, 3-13=-1746/89, 6-9=-1746/89 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 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. September 8,2020 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 29 HAM Truss T04 Truss Type Hip Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723102 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-T8kx_mVqAksbCZ1nPxXSs_ZDJy?qzZZXx74o5hyflFN Scale = 1:49.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 4x6 5x12 3x6 2x4 5x8 4x10 3x6 3x6 3x8 3x6 3x8 3x4 8x8 7-11-47-11-4 12-0-04-0-12 15-3-03-3-0 21-3-06-0-0 27-3-06-0-0 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 15-3-0 3-3-0 21-3-0 6-0-0 27-3-0 6-0-0 28-5-8 1-2-8 2-2-46-0-116-2-42-2-46-0-114.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11], [7:0-2-8,Edge], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.44 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.02 0.02 (loc) 14-15 14-15 9 10-11 l/defl >961 >489 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (size)14=0-3-8, 15=0-3-8, 9=0-3-8 Max Horz 15=12(LC 9) Max Uplift 14=-7(LC 6), 15=-57(LC 6), 9=-68(LC 7) Max Grav 14=1338(LC 1), 15=530(LC 23), 9=1066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-618/77, 4-5=-512/80, 5-6=-882/79, 6-7=-1192/61, 2-15=-345/84, 7-9=-1010/97 BOT CHORD 13-14=-369/45, 11-13=0/753, 10-11=-27/1066 WEBS 3-14=-1310/108, 3-13=-26/1059, 5-13=-533/19, 5-11=0/330, 6-11=-385/61, 7-10=-17/1054 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 8,2020 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 29 HAM Truss T05 Truss Type COMMON Qty 7 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723103 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-xLIJB6WTx2_Sqjc_ze2hPC6NoMEgi3xgAnpLd7yflFM Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 813 4x8 3x8 3x6 4x6 3x6 4x6 3x8 3x6 3x8 4x6 7-11-47-11-4 18-0-1310-1-9 27-3-09-2-3 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.85 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.49 0.02 0.02 (loc) 9-11 9-11 8 9 l/defl >689 >469 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-8 REACTIONS. (size)11=0-3-8, 12=0-3-8, 8=0-3-8 Max Horz 12=15(LC 14) Max Uplift 12=-55(LC 6), 8=-62(LC 7) Max Grav 11=1640(LC 2), 12=407(LC 23), 8=1003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/314, 4-5=-986/75, 2-12=-380/95, 6-8=-394/92 BOT CHORD 9-11=0/461, 8-9=-31/969 WEBS 3-11=-614/141, 4-11=-1038/27, 4-9=0/742, 5-9=-359/136, 5-8=-1008/30 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 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. September 8,2020 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 29 HAM Truss T06 Truss Type COMMON Qty 3 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723104 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-PXshPRW5iM6JStBAXMawyPeYmmYzRQ3qPRZu9ZyflFL Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 81314 4x8 3x6 3x6 5x8 3x6 5x8 4x6 4x8 4x8 4x6 9-2-39-2-3 18-0-138-10-11 27-3-09-2-3 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.91 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.36 0.07 0.05 (loc) 9-11 8-9 8 9-11 l/defl >999 >900 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=15(LC 10) Max Uplift 12=-54(LC 6), 8=-54(LC 7) Max Grav 12=1462(LC 2), 8=1462(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1874/62, 4-5=-1874/62, 2-12=-403/91, 6-8=-403/91 BOT CHORD 11-12=-19/1712, 9-11=0/1451, 8-9=-20/1712 WEBS 4-9=-13/530, 4-11=-13/530, 3-12=-1861/20, 5-8=-1861/20 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=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 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. September 8,2020 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 29 HAM Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723105 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-Lw_Sq7YLEzM1hALYencO1qksrZF9vNa7sk2?ESyflFJ Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819202122 4x6 4x6 3x4 5x6 6x10 2x4 3x12 6x6 3x4 6x6 6x10 6-0-06-0-0 13-7-87-7-8 21-3-07-7-8 27-3-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 28-5-8 1-2-8 2-2-44-0-114-2-42-2-44-0-114.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-3-0], [6:0-2-11,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.87 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.27 0.05 0.10 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 256 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,4-9,2-12,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-35(LC 19) Max Uplift 13=-388(LC 4), 8=-399(LC 5) Max Grav 13=2934(LC 1), 8=2992(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4160/547, 3-4=-3859/533, 4-5=-3957/552, 5-6=-4264/567, 2-13=-2827/397, 6-8=-2892/409 BOT CHORD 10-12=-739/5945, 9-10=-739/5945 WEBS 3-12=-90/891, 4-12=-2405/309, 4-10=-97/1179, 4-9=-2296/288, 5-9=-96/924, 2-12=-480/3950, 6-9=-500/4056 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=388, 8=399. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 370 lb down and 101 lb up at 4-0-12, 253 lb down and 56 lb up at 6-0-12, 253 lb down and 56 lb up at 8-0-12, 253 lb down and 56 lb up at 10-0-12, 253 lb down and 56 lb up at 12-0-12, 253 lb down and 56 lb up at 14-0-12, 253 lb down and 56 lb up at 16-0-12, 253 lb down and 56 lb up at 18-0-12, 253 lb down and 56 lb up at 20-0-12, and 253 lb down and 56 lb up at 21-2-4, and 370 lb down and 101 lb up at 23-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 September 8,2020 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 29 HAM Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 29 Hamlet Job Reference (optional) I42723105 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-Lw_Sq7YLEzM1hALYencO1qksrZF9vNa7sk2?ESyflFJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-13=-20 Concentrated Loads (lb) Vert: 12=-253 9=-253 14=-370(B) 15=-253 16=-253 17=-253 18=-253 19=-253 20=-253 21=-253 22=-370(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 29 HAM Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723106 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-p6Xq1TZz?HVtJKvlCU7dZ2GBwzoWe_MG5OnZmuyflFI Scale = 1:18.2 1 2 3 4 7 6 5 3x4 4x6 3x4 3x4 4x10 3x4 2-8-02-8-0 4-7-81-11-8 -1-2-8 1-2-8 2-8-0 2-8-0 4-7-8 1-11-8 2-2-43-0-154.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 7 6 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=50(LC 5) Max Uplift 5=-38(LC 5), 7=-44(LC 4) Max Grav 5=207(LC 1), 7=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-317/56 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 36 lb down and 58 lb up at 2-8-0 on top chord, and 31 lb down and 29 lb up at 2-8-0 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: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-11(F) September 8,2020 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 29 HAM Truss TG03 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 29 Hamlet Job Reference (optional) I42723107 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 8 08:27:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:JAqNIAb_NYX8jLJR9tRuFAzGf_j-HI5CFpZbmadkwUUxmBes6FpLuN8FNPMPJ2X6IKyflFH Scale = 1:22.9 1 2 3 4 7 6 5 3x4 4x6 3x4 3x4 4x10 3x6 4-0-04-0-0 6-0-02-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-0-0 2-0-0 2-2-43-6-44.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.06 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=59(LC 5) Max Uplift 5=-81(LC 4), 7=-58(LC 4) Max Grav 5=390(LC 1), 7=462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-415/76 WEBS 3-5=-359/82 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 129 lb down and 105 lb up at 4-0-0 on top chord, and 87 lb down and 64 lb up at 4-0-0 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: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(B) 3=-129(B) September 8,2020 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