Loading...
HomeMy WebLinkAboutC010.0 - HAM 37 - Stamped Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: Design Code: IRC2018/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 115 mph Roof Load: 50.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 49 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 July 09, 2021 Johnson, Andrew 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: Johnson, AndrewMy license renewal date for the state of Indiana is July 31, 2022. 37_Hamlet McKenzie 37 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: 37_Hamlet Subdivision: Address: State: City: Model: No. Seal# Truss Name Date 1 I46929883 CG01 7/9/2021 2 I46929884 CG02 7/9/2021 3 I46929885 GE01 7/9/2021 4 I46929886 GE02 7/9/2021 5 I46929887 GE03 7/9/2021 6 I46929888 GE04 7/9/2021 7 I46929889 GE05 7/9/2021 8 I46929890 GE06 7/9/2021 9 I46929891 GE07 7/9/2021 10 I46929892 GE08 7/9/2021 11 I46929893 GE09 7/9/2021 12 I46929894 J01 7/9/2021 13 I46929895 J02 7/9/2021 14 I46929896 J03 7/9/2021 15 I46929897 J04 7/9/2021 16 I46929898 J05 7/9/2021 17 I46929899 J06 7/9/2021 18 I46929900 J07 7/9/2021 19 I46929901 J08 7/9/2021 20 I46929902 M01 7/9/2021 No. Seal# Truss Name Date 21 I46929903 M02 7/9/2021 22 I46929904 M03 7/9/2021 23 I46929905 M04 7/9/2021 24 I46929906 M05 7/9/2021 25 I46929907 M06 7/9/2021 26 I46929908 M07 7/9/2021 27 I46929909 MG01 7/9/2021 28 I46929910 T01 7/9/2021 29 I46929911 T02 7/9/2021 30 I46929912 T03 7/9/2021 31 I46929913 T04 7/9/2021 32 I46929914 T05 7/9/2021 33 I46929915 T06 7/9/2021 34 I46929916 T07 7/9/2021 35 I46929917 T08 7/9/2021 36 I46929918 T09 7/9/2021 37 I46929919 T10 7/9/2021 38 I46929920 T11 7/9/2021 39 I46929921 T12 7/9/2021 40 I46929922 T13 7/9/2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: 37_Hamlet - McKenzie 37 Hamlet 2 of 2 Site Information: Lot/Block: Project Customer: Project Name: 37_Hamlet Subdivision: Address: State: City, County: No. Seal# Truss Name Date 41 I46929923 T14 7/9/2021 42 I46929924 T15 7/9/2021 43 I46929925 T16 7/9/2021 44 I46929926 T17 7/9/2021 45 I46929927 TG01 7/9/2021 46 I46929928 TG02 7/9/2021 47 I46929929 TG03 7/9/2021 48 I46929930 TG04 7/9/2021 49 I46929931 TG05 7/9/2021 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 37_Hamlet Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929883 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-GSIAX3u?XevBK_WqCPxgDfDE97KwU?HeV9TBlMz_2m9 Scale = 1:27.1 1 2 3 5 4 6 7 8 9 3x4 7x16 MT18HS 3x6 4x6 8-4-58-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-44-7-134-4-50-3-84-7-133.54 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.33 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 48 lb FT = 20% GRIP 197/144 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size)5=0-4-9, 4=0-1-8 Max Horz 5=129(LC 5) Max Uplift 5=-139(LC 4), 4=-105(LC 5) Max Grav 5=589(LC 1), 4=428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-499/117, 3-4=-309/79 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=139, 4=105. 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) 45 lb down and 15 lb up at 2-9-8, 45 lb down and 15 lb up at 2-9-8, and 32 lb down and 48 lb up at 5-7-7, and 32 lb down and 48 lb up at 5-7-7 on top chord, and 4 lb down and 40 lb up at 2-9-8, 4 lb down and 40 lb up at 2-9-8, and 20 lb down and 27 lb up at 5-7-7, and 20 lb down and 27 lb up at 5-7-7 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=-42(F=-21, B=-21) 9=-20(F=-10, B=-10) July 9,2021 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 37_Hamlet Truss CG02 Truss Type Diagonal Hip Girder Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929884 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-kfsZlPvdIy12y850m7SvmslPyXhKDSAokoClHpz_2m8 Scale = 1:19.2 1 2 3 4 5 6 7 8 4x6 3x6 3x4 3x8 8-4-58-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 0-6-22-5-122-2-40-3-82-5-122.83 12 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [4:0-4-8,0-0-0] 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 0.57 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.00 0.02 (loc) 2-4 2-4 4 2-4 l/defl >999 >913 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-4-9, 4=0-1-8 Max Horz 2=65(LC 5) Max Uplift 2=-77(LC 4), 4=-30(LC 8) Max Grav 2=591(LC 1), 4=425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-304/78 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 18 lb up at 2-9-8, 10 lb down and 18 lb up at 2-9-8, and 32 lb down and 48 lb up at 5-7-7, and 32 lb down and 48 lb up at 5-7-7 on top chord, and 1 lb down at 2-9-8, 1 lb down at 2-9-8, and 21 lb down at 5-7-7, and 21 lb down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 2-4=-20 Concentrated Loads (lb) Vert: 6=-42(F=-21, B=-21) 8=-20(F=-10, B=-10) July 9,2021 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 37_Hamlet Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929885 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-kfsZlPvdIy12y850m7SvmslOLXh1DRiokoClHpz_2m8 Scale: 1/2"=1' 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 4-11-8 4-11-8 2-2-44-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.61 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 7 l/defl n/r n/r n/a L/d 120 120 n/a 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-11-8. (lb) - Max Horz 11=75(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 9 except 10=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9 except (jt=lb) 10=146. 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. July 9,2021 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 37_Hamlet Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929886 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-g1zJA5xtqZHlBSFOtYVNrHrs3LRghLN5B6hrLhz_2m6 Scale = 1:34.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x6 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-9-1220-9-12 20-9-12 20-9-12 1-6-91-11-120.25 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 20-9-12. (lb) - Max Horz 35=17(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 34, 33, 32, 31, 30, 29, 27, 26, 25, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 35, 18, 34, 33, 32, 31, 30, 29, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 18, 34, 33, 32, 31, 30, 29, 27, 26, 25, 24, 23, 22, 21, 20, 19. 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. July 9,2021 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 37_Hamlet Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929887 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-8EXhNRyVbtPcpcqbRF0cOVN1okmvQocEQmRPu7z_2m5 Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 17-3-017-3-0 17-3-0 17-3-0 1-6-01-10-50.25 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-3-0. (lb) - Max Horz 28=28(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27. 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. July 9,2021 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 37_Hamlet Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929888 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-4cfSo7zm6UfK2vzzYg24TwSNHYSLui0Xt4wWy0z_2m3 Scale = 1:10.61 2 3 6 5 4 2x4 3x4 2x4 2x4 3x4 2x4 2-9-0 2-9-0 1-6-01-6-110.25 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-P 0.02 0.01 0.03 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: 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 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=-15(LC 8) Max Uplift 6=-5(LC 6), 4=-2(LC 10), 5=-2(LC 10) Max Grav 6=33(LC 1), 4=30(LC 1), 5=100(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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. July 9,2021 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 37_Hamlet Truss GE05 Truss Type Flat Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929889 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-4cfSo7zm6UfK2vzzYg24TwSNsYSIuiqXt4wWy0z_2m3 Scale = 1:15.5 1 2 3 4 5 10 9 8 7 6 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 5-9-45-9-4 5-9-4 5-9-4 2-5-13LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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-P 0.04 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 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 2-0-0 oc purlins: 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-4. (lb) - Max Horz 10=-29(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 9, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 10, 6, 9, 8, 7. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2021 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 37_Hamlet Truss GE06 Truss Type Flat Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929890 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-1?nCDo?0e5v2ID7Mg54YYLYjfM8rMcQqLOPc1vz_2m1 Scale = 1:21.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-10-412-10-4 12-10-4 12-10-4 2-5-13LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.03 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-11, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone;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) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2021 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 37_Hamlet Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929891 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-zNuyeU0GAj9mXXHlnW70dmd3B9pFqW37oiuj5nz_2m? Scale = 1:27.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 2x4 3x6 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 16-5-016-5-0 16-5-0 16-5-0 1-6-01-10-20.25 12 Plate Offsets (X,Y)-- [9:0-1-15,0-1-8] 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 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 16-5-0. (lb) - Max Horz 28=16(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 24, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 24, 25, 26, 27 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 28, 15, 16, 17, 18, 19, 20, 21, 22, 24, 25, 26, 27. 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. July 9,2021 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 37_Hamlet Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929892 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-vm0j3A2WiKPUmqR7vx9UiBiPZzVjIQSQG0Nq9gz_2lz Scale = 1:34.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 2x4 3x6 2x4 3x6 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 2x4 2x4 2x4 2x4 2x4 3x6 20-8-820-8-8 20-8-8 20-8-8 1-6-01-11-30.25 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 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 20-8-8. (lb) - Max Horz 36=44(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 36, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35 Max Grav All reactions 250 lb or less at joint(s) 36, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 36, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35. 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. July 9,2021 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 37_Hamlet Truss GE09 Truss Type Flat Supported Gable Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929893 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Nya5GW39TeXLO_0JTegjFOFZiNrb1tcZUg7Nh6z_2ly Scale = 1:15.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-08-4-0 8-4-0 8-4-0 2-5-13LOADING (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-R 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-4-0. (lb) - Max Horz 14=-59(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 14, 8, 13, 12, 11, 10, 9. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2021 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 37_Hamlet Truss J01 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929894 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Nya5GW39TeXLO_0JTegjFOFYINqv1s2ZUg7Nh6z_2ly Scale = 1:18.3 1 2 6 5 3 4 2x4 3x4 2x4 1-4-01-4-0 2-0-70-8-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-0-72-8-03-0-75.00 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 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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=52(LC 7) Max Uplift 6=-7(LC 6), 3=-11(LC 10), 4=-29(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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. July 9,2021 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 37_Hamlet Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929895 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-r98TTs3nExgC08aW0LByocohIm7GmJqijKsxDYz_2lx Scale = 1:22.4 1 2 6 5 3 4 2x4 3x4 2x4 1-4-01-4-0 4-0-72-8-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-10-73-6-03-10-75.00 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 0.27 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.05 0.03 (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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 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=68(LC 7) Max Uplift 3=-37(LC 10), 4=-4(LC 7) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/9 WEBS 2-5=-90/257 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929896 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-JLirhC4P?Fo3dI9ia3iBKpKs2ATVVm4sy_cUm?z_2lw Scale = 1:22.4 1 2 6 5 3 4 2x4 3x4 2x4 1-4-01-4-0 4-0-72-8-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-10-70-4-73-6-03-10-75.00 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 0.27 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.05 0.03 (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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 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=68(LC 7) Max Uplift 3=-37(LC 10), 4=-4(LC 7) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/9 WEBS 2-5=-90/257 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss J04 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929897 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-JLirhC4P?Fo3dI9ia3iBKpKuoAWNVmYsy_cUm?z_2lw Scale = 1:18.3 1 2 6 5 3 4 2x4 3x4 2x4 1-4-01-4-0 2-0-70-8-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-0-72-8-03-0-75.00 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 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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=52(LC 7) Max Uplift 6=-7(LC 6), 3=-11(LC 10), 4=-29(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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. July 9,2021 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 37_Hamlet Truss J05 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929898 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-oXGEuY51mZwvFSku8mEQt1t3gasJEEu?AeL1IRz_2lv Scale = 1:8.8 1 2 3 4 3x4 2-0-72-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 0-6-21-2-40-10-11-2-44.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=32(LC 6) Max Uplift 3=-15(LC 10), 2=-47(LC 6) Max Grav 3=33(LC 1), 2=240(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss J06 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929899 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Gkpc6t6fXs2mtcJ5iUlfPEQCY_AXzh79PI5bqtz_2lu Scale: 1"=1' 1 2 3 4 3x4 4-0-74-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 0-6-21-10-41-6-11-10-44.00 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 0.27 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=51(LC 6) Max Uplift 3=-38(LC 10), 2=-42(LC 6) Max Grav 3=134(LC 1), 2=319(LC 1), 4=77(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss J07 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929900 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:53:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-kwN_JD6HHAAdUluHFBGuySyMIOWmi8NIeyq8MJz_2lt Scale: 1"=1' 1 2 3 4 3x4 4-0-74-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 0-6-21-10-41-6-11-10-44.00 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 0.27 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=51(LC 6) Max Uplift 3=-38(LC 10), 2=-42(LC 6) Max Grav 3=134(LC 1), 2=319(LC 1), 4=77(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss J08 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929901 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-gJVkkv8YpnQLk32gNcIM1t2kfBEFA1tb5GJFRCz_2lr Scale = 1:8.8 1 2 3 4 3x4 2-0-72-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 0-6-21-2-40-10-11-2-44.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=32(LC 6) Max Uplift 3=-15(LC 10), 2=-47(LC 6) Max Grav 3=33(LC 1), 2=240(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss M01 Truss Type Monopitch Qty 14 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929902 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-8V37xF9Aa5YCLDdsxKpba4apBbWevTWkKw3ozez_2lq Scale = 1:27.6 1 2 3 5 4 3x4 3x4 5x6 5x6 6-0-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-44-8-44-4-120-3-84-8-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-0-13,0-1-8] 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 0.55 0.28 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >844 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=83(LC 7) Max Uplift 4=-50(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=-348/92 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss M02 Truss Type MONOPITCH Qty 11 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929903 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-4tBtMxAQ6iowbXmE2ks3fVg3AP1NNBe1nEYv2Xz_2lo Scale = 1:36.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 12x18 MT18HS 4x6 8x16 3x8 5x8 8x8 3x12 3x12 3x6 3x12 2x4 3x6 3x12 4x8 4x10 3-8-73-8-7 7-1-73-4-15 10-6-63-4-15 13-11-53-4-15 17-4-53-4-15 21-0-123-8-7 3-8-7 3-8-7 7-1-7 3-4-15 10-6-6 3-4-15 13-11-5 3-4-15 17-4-5 3-4-15 21-0-12 3-8-7 1-6-91-11-131-1-61-11-130.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-7,0-2-0], [8:0-6-15,0-4-0], [10:0-3-8,0-2-0], [11:0-3-8,0-1-8], [13:0-3-8,0-1-8], [15:0-3-8,0-4-0], [16:0-3-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 100.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.90 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.43 0.02 0.04 (loc) 12 12-13 18 12 l/defl >871 >581 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 122 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 14-16: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-15,2-13,7-11,8-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 18=0-3-0 Max Horz 16=12(LC 7) Max Uplift 16=-24(LC 6), 18=-24(LC 10) Max Grav 16=1559(LC 1), 18=1513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1459/116, 1-2=-3726/267, 2-3=-5624/386, 3-4=-5933/403, 4-6=-5933/404, 6-7=-5122/352, 7-8=-3132/224 BOT CHORD 13-15=-276/3719, 12-13=-393/5619, 11-12=-355/5117, 10-11=-224/3126, 9-10=-31/411 WEBS 1-15=-254/3648, 2-15=-1111/104, 2-13=-124/2008, 3-13=-610/59, 3-12=-16/329, 4-12=-445/50, 6-12=-57/875, 6-11=-791/74, 7-11=-142/2163, 7-10=-1307/119, 8-10=-213/2995, 8-18=-1700/125 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 15-7-8, Corner(3) 15-7-8 to 20-7-8 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) 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 18. 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. July 9,2021 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 37_Hamlet Truss M03 Truss Type MONOPITCH Qty 12 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929904 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Z4lFaHB2t0wnCgLRcSNICiCIboVP6cVB0uHTazz_2ln Scale = 1:39.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 3x4 6x8 4x6 8x16 3x6 5x10 MT18HS5x8 8x8 8x8 4x6 4x6 3x6 4x10 4x6 5x12 5x12 3x12 2x4 3-4-03-4-0 6-8-03-4-0 10-0-03-4-0 13-4-03-4-0 16-8-03-4-0 20-0-03-4-0 23-4-43-4-4 3-4-0 3-4-0 6-8-0 3-4-0 10-0-0 3-4-0 13-4-0 3-4-0 16-8-0 3-4-0 20-0-0 3-4-0 23-4-4 3-4-4 1-6-01-11-131-1-61-11-130.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [8:0-3-7,0-2-9], [9:0-6-15,0-4-0], [11:0-3-8,0-1-8], [12:0-3-8,0-2-8], [16:0-3-8,0-4-0], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 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 0.67 0.40 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.46 0.02 0.04 (loc) 13-14 13-14 20 14 l/defl >883 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 275 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-17,9-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 20=0-3-0 Max Horz 18=23(LC 7) Max Uplift 18=-36(LC 6), 20=-35(LC 10) Max Grav 18=2462(LC 1), 20=2396(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2310/155, 1-2=-5853/362, 2-3=-9230/551, 3-4=-10641/627, 4-6=-10139/596, 6-7=-10139/598, 7-8=-8037/482, 8-9=-4742/295 BOT CHORD 17-18=-31/365, 16-17=-360/5844, 14-16=-547/9221, 13-14=-621/10634, 12-13=-471/8031, 11-12=-281/4734, 10-11=-29/607 WEBS 1-17=-346/5765, 2-17=-1834/143, 2-16=-198/3560, 3-16=-1131/91, 3-14=-78/1499, 4-14=-465/53, 7-13=-128/2275, 7-12=-1438/111, 8-12=-207/3599, 8-11=-2142/162, 9-11=-285/4653, 6-13=-657/65, 4-13=-537/35, 9-20=-2672/169 NOTES- 1) n/a 2) 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 0-7-0 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, Except member 2-17 2x4 - 1 row at 0-7-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 17-11-0, Corner(3) 17-11-0 to 22-11-0 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 20. Continued on page 2 Ply to ply nailing inadequate July 9,2021 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 37_Hamlet Truss M03 Truss Type MONOPITCH Qty 12 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929904 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Z4lFaHB2t0wnCgLRcSNICiCIboVP6cVB0uHTazz_2ln NOTES- 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. 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 37_Hamlet Truss M04 Truss Type Monopitch Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929905 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-1GIdndCgeK2eqqwdA9uXkwlPOCmXr3iKFX106Pz_2lm Scale = 1:28.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 4x6 5x12 3x8 4x6 3x16 MT18HS5x12 4x8 4x8 3x6 2x4 5x12 4x8 5x12 5x12 3-7-83-7-8 6-11-83-4-0 10-3-83-4-0 13-7-83-4-0 17-3-03-7-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 17-3-0 3-7-8 1-6-01-10-50.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [6:0-3-7,0-2-0], [7:0-3-7,0-2-8], [8:Edge,0-3-8], [9:0-3-8,0-2-8], [11:0-3-8,0-2-0], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 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 0.73 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.49 0.06 0.05 (loc) 10-11 10-11 8 10-11 l/defl >604 >415 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 63 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=0-5-8 Max Horz 14=28(LC 7) Max Uplift 14=-27(LC 6), 8=-26(LC 10) Max Grav 14=1809(LC 1), 8=1809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1743/154, 1-2=-3965/320, 2-3=-5483/420, 3-4=-5218/401, 4-6=-5218/403, 6-7=-3442/284, 7-8=-1754/156 BOT CHORD 11-13=-304/3957, 10-11=-401/5474, 9-10=-259/3434 WEBS 1-13=-311/4019, 2-13=-1320/136, 2-11=-104/1626, 3-11=-540/63, 3-10=-286/23, 4-10=-648/72, 6-10=-132/1946, 6-9=-1479/150, 7-9=-288/3654 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 12-1-4, Corner(3) 12-1-4 to 17-1-4 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) 14, 8. 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. July 9,2021 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 37_Hamlet Truss M05 Truss Type Monopitch Qty 13 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929906 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-VSs??yDIPdAVS_VpjtPmH7HcEc6cadqTUBmZesz_2ll Scale = 1:27.7 1 2 3 4 5 10 9 8 7 6 11 12 13 3x4 5x8 3x6 6x16 3x4 3x6 4x8 4x6 2x4 5x12 5-6-135-6-13 10-10-35-3-5 16-5-05-6-13 5-6-13 5-6-13 10-10-3 5-3-5 16-5-0 5-6-13 1-6-01-10-21-1-61-10-20.25 12 Plate Offsets (X,Y)-- [5:0-6-15,0-3-0], [9:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.74 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.01 0.10 (loc) 7-9 7-9 12 7-9 l/defl >999 >696 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-5 oc bracing. REACTIONS. (size)10=0-3-8, 12=0-2-8 Max Horz 10=24(LC 7) Max Uplift 10=-38(LC 6), 12=-37(LC 10) Max Grav 10=808(LC 1), 12=775(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-743/241, 1-2=-2321/598, 2-4=-2160/555, 4-5=-2161/560 BOT CHORD 7-9=-611/2316, 6-7=-77/261 WEBS 1-9=-549/2228, 2-9=-392/193, 4-7=-434/204, 5-7=-507/1978, 5-12=-944/271 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 10-11-12, Corner(3) 10-11-12 to 15-11-12 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12. 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. July 9,2021 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 37_Hamlet Truss M06 Truss Type MONOPITCH Qty 3 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929907 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-zfQOCIDxAxIM3840Haw?pLqs10X?J16dirW7BIz_2lk Scale = 1:34.5 1 2 3 4 5 6 12 11 10 9 8 7 3x4 6x8 3x6 3x4 3x8 MT18HS6x8 4x6 4x10 2x4 4x6 3x12 4x10 5-3-145-3-14 10-4-45-0-6 15-4-105-0-6 20-8-85-3-14 5-3-14 5-3-14 10-4-4 5-0-6 15-4-10 5-0-6 20-8-8 5-3-14 1-6-01-11-30.25 12 Plate Offsets (X,Y)-- [6:0-3-7,0-2-0], [8:0-3-8,0-1-8], [11:0-3-8,0-3-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.41 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.45 0.04 0.14 (loc) 9 9-11 7 9 l/defl >909 >544 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 74 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=44(LC 7) Max Uplift 12=-49(LC 6), 7=-48(LC 10) Max Grav 12=1021(LC 1), 7=1021(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-951/248, 1-2=-3081/667, 2-3=-3722/777, 3-5=-3722/781, 5-6=-2695/593, 6-7=-960/251 BOT CHORD 9-11=-643/3076, 8-9=-554/2690 WEBS 1-11=-629/3003, 2-11=-601/217, 2-9=-108/662, 3-9=-382/141, 5-9=-202/1073, 5-8=-726/246, 6-8=-580/2730 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 15-6-12, Corner(3) 15-6-12 to 20-6-12 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) 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) 12, 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. July 9,2021 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 37_Hamlet Truss M07 Truss Type Monopitch Qty 12 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929908 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Rr_mPeEZxFQChIfCrIREMYNzIQuf2fsmxVFgjkz_2lj Scale = 1:16.2 1 2 3 4 2x4 3x4 2x4 -1-2-8 1-2-8 6-0-0 6-0-0 0-6-22-6-22-2-100-3-82-6-24.00 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 0.75 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=71(LC 7) Max Uplift 2=-48(LC 6), 4=-17(LC 10) Max Grav 2=407(LC 1), 4=273(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss MG01 Truss Type MONOPITCH Qty 2 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929909 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Rr_mPeEZxFQChIfCrIREMYNwvQqE2UZmxVFgjkz_2lj Scale = 1:29.5 1 2 3 4 5 6 12 11 10 9 8 7 13 14 5x6 7x16 MT18HS 4x10 5x10 MT18HS 4x6 6x18 MT18HS5x16 MT18HS 4x10 6x16 2x4 6x8 5x12 4-5-84-5-8 8-7-84-2-0 12-9-84-2-0 17-3-04-5-8 4-5-8 4-5-8 8-7-8 4-2-0 12-9-8 4-2-0 17-3-0 4-5-8 1-6-01-10-50.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [5:0-3-7,0-3-0], [6:0-3-4,0-1-12], [7:Edge,0-3-8], [8:0-3-8,0-2-8], [10:0-8-8,0-0-0], [11:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 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 0.90 0.60 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.49 0.04 0.04 (loc) 9 9 7 9 l/defl >609 >419 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 205 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-11,6-8: 2x4 SPF 2100F 1.8E, 2-9,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 7=0-5-8 Max Horz 12=25(LC 7) Max Uplift 12=-54(LC 4), 7=-54(LC 8) Max Grav 12=3675(LC 1), 7=3677(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3430/65, 1-2=-11750/172, 2-3=-16219/239, 3-5=-16224/241, 5-6=-10582/162, 6-7=-3520/66 BOT CHORD 11-12=-7/672, 9-11=-165/11737, 8-9=-149/10570, 7-8=0/313 WEBS 1-11=-169/11386, 2-11=-2737/80, 2-9=-68/4620, 3-9=-3191/78, 5-9=-85/5896, 5-8=-3232/86, 6-8=-158/10782 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-11 2x4 - 1 row at 0-7-0 oc, member 3-9 2x4 - 1 row at 0-7-0 oc, member 5-8 2x4 - 1 row at 0-7-0 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; 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 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 9,2021 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 37_Hamlet Truss MG01 Truss Type MONOPITCH Qty 2 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929909 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-v1Y8d_FBiYY3JSEOP?zTvmv5fp9TnxpwA9?EFBz_2li LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-13=-200, 13-14=-800, 6-14=-200, 7-12=-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 37_Hamlet Truss T01 Truss Type Hip Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929910 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-NE6WqKGpTshwwbpbyiUiRzSHrDTHWR23Opknndz_2lh Scale = 1:72.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 5x12 3x6 3x8 MT18HS 3x8 MT18HS4x8 3x8 3x6 2x4 4x10 5x12 4x8 8x8 3x8 MT18HS 8x8 3x6 8-0-08-0-0 15-3-17-3-1 22-7-157-4-13 29-11-07-3-1 37-11-08-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 15-3-1 7-3-1 22-7-15 7-4-13 29-11-0 7-3-1 37-11-0 8-0-0 39-1-8 1-2-8 2-2-45-4-105-6-42-2-45-4-105.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-0,0-1-5], [7:0-6-0,0-1-5], [8:0-3-8,Edge], [11:0-3-8,0-2-0], [14:0-3-8,0-1-8], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.76 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.40 0.09 0.10 (loc) 13-14 13-14 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-16,4-14,6-13,7-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-46(LC 8) Max Uplift 17=-50(LC 6), 10=-50(LC 7) Max Grav 17=1990(LC 1), 10=1990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2613/102, 3-4=-3416/156, 4-6=-3413/154, 6-7=-3415/156, 7-8=-2613/102, 2-17=-1915/134, 8-10=-1915/134 BOT CHORD 14-16=-34/2311, 13-14=-95/3413, 11-13=-37/2312 WEBS 3-16=-375/103, 3-14=-75/1459, 4-14=-701/130, 6-13=-656/130, 7-13=-74/1458, 7-11=-374/102, 2-16=-18/2168, 8-11=-19/2168 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 16-5-13, Interior(1) 16-5-13 to 21-5-3, Exterior(2R) 21-5-3 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 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) 17, 10. 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. July 9,2021 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 37_Hamlet Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929911 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-rQgu2gGREApnYlOnWQ?x_B?UkdpDFp8DdTUKK3z_2lg Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 5x6 3x6 3x8 MT18HS 3x12 4x10 3x6 3x6 3x6 3x12 4x10 3x6 5x10 MT18HS 5x10 MT18HS 3x6 5x6 3x8 MT18HS 10-0-010-0-0 18-11-88-11-8 27-11-08-11-8 37-11-010-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 15-11-11 5-11-11 21-11-5 5-11-11 27-11-0 5-11-11 32-9-4 4-10-4 37-11-0 5-1-12 39-1-8 1-2-8 2-2-46-2-106-4-42-2-46-2-105.00 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 0.74 0.71 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.44 0.12 0.09 (loc) 13-15 13-15 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-17,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=-45(LC 8) Max Uplift 18=-33(LC 6), 12=-33(LC 7) Max Grav 18=2015(LC 2), 12=2015(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2665/129, 4-5=-2399/135, 5-7=-3123/152, 7-8=-2399/135, 8-9=-2665/129, 2-18=-341/103, 10-12=-341/103 BOT CHORD 17-18=-31/2027, 15-17=-56/3030, 13-15=-57/3030, 12-13=-36/2027 WEBS 3-17=0/612, 4-17=0/666, 5-17=-990/82, 5-15=0/266, 7-15=0/266, 7-13=-990/82, 8-13=0/666, 9-13=0/612, 3-18=-2476/79, 9-12=-2476/79 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 5-0-3, Exterior(2R) 5-0-3 to 18-5-13, Interior(1) 18-5-13 to 19-5-3, Exterior(2R) 19-5-3 to 32-10-13, Exterior(2E) 32-10-13 to 39-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 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. July 9,2021 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 37_Hamlet Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929912 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-opnfTMIhln3Vo3X9er1P3c4pZRSJjk_V5nzROyz_2le Scale = 1:70.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 101920 5x12 5x12 3x8 MT18HS 3x8 MT18HS 3x6 4x8 3x6 3x12 2x4 3x6 3x6 4x8 6x6 3x8 MT18HS 6x6 3x8 MT18HS 6-1-126-1-12 12-0-05-10-4 18-11-86-11-8 25-11-06-11-8 31-9-45-10-4 37-11-06-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-11-8 6-11-8 25-11-0 6-11-8 31-9-4 5-10-4 37-11-0 6-1-12 39-1-8 1-2-8 2-2-47-0-107-2-42-2-47-0-105.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-6-0,0-1-5], [6:0-6-0,0-1-5], [8:0-3-0,0-1-12], [11:0-3-8,0-2-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.93 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.36 0.10 0.07 (loc) 14-16 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,6-14,2-17,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=43(LC 9) Max Uplift 18=-15(LC 6), 10=-15(LC 7) Max Grav 18=2015(LC 2), 10=2015(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2506/121, 3-4=-2611/154, 4-5=-2774/177, 5-6=-2774/177, 6-7=-2611/154, 7-8=-2506/121, 2-18=-1928/136, 8-10=-1928/136 BOT CHORD 16-17=0/2247, 14-16=0/2343, 12-14=0/2343, 11-12=0/2247 WEBS 3-17=-570/80, 3-16=0/315, 4-14=-37/756, 5-14=-684/136, 6-14=-37/756, 7-12=0/315, 7-11=-570/80, 2-17=-20/2273, 8-11=-20/2273 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 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. July 9,2021 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 37_Hamlet Truss T04 Truss Type Hip Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929913 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-kBvPt1KyHOJD1NhYlG3t8195DE9zBgroY5SYTqz_2lc Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 5x12 5x12 3x6 3x8 MT18HS 3x6 3x6 4x8 3x6 3x8 3x6 3x6 4x8 8x8 3x8 MT18HS 8x8 3x6 2x4 7-1-127-1-12 14-0-06-10-4 18-11-84-11-8 23-11-04-11-8 30-9-46-10-4 37-11-07-1-12 -1-2-8 1-2-8 7-1-12 7-1-12 14-0-0 6-10-4 18-11-8 4-11-8 23-11-0 4-11-8 30-9-4 6-10-4 37-11-0 7-1-12 39-1-8 1-2-8 2-2-47-10-108-0-42-2-47-10-105.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-0,0-1-5], [7:0-6-0,0-1-5], [10:0-3-0,0-1-12], [13:0-3-8,0-2-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.85 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.28 0.09 0.06 (loc) 16-17 16-17 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-16,7-16,2-19,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 9-15 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=-42(LC 8) Max Uplift 20=-5(LC 10), 12=-5(LC 11) Max Grav 20=2006(LC 2), 12=2006(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2609/121, 3-5=-2516/159, 5-6=-2425/175, 6-7=-2425/175, 7-9=-2516/159, 9-10=-2609/121, 2-20=-1921/137, 10-12=-1921/137 BOT CHORD 17-19=0/2331, 16-17=0/2236, 15-16=0/2236, 13-15=0/2331 WEBS 3-19=-459/94, 5-17=0/333, 5-16=-26/529, 7-16=-26/529, 7-15=0/333, 9-13=-459/94, 2-19=-9/2296, 10-13=-9/2296, 6-16=-482/93 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 5-6-3, Exterior(2R) 5-6-3 to 32-4-13, Interior(1) 32-4-13 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 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. July 9,2021 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 37_Hamlet Truss T05 Truss Type Hip Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929914 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-COTn5NKa2iR4fWGkJzb6hEiJJeSOw90ynlB5?Hz_2lb Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 3x8 5x12 5x8 3x8 5x10 MT18HS 3x6 3x6 4x8 3x4 3x8 3x6 4x8 8x16 5x10 MT18HS 8x16 3x6 7-11-07-11-0 16-0-08-1-0 21-11-05-11-0 30-0-08-1-0 37-11-07-11-0 -1-2-8 1-2-8 7-11-0 7-11-0 16-0-0 8-1-0 21-11-0 5-11-0 30-0-0 8-1-0 37-11-0 7-11-0 39-1-8 1-2-8 2-2-48-8-108-10-42-2-48-8-105.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-0,0-1-5], [6:0-4-2,Edge], [9:0-3-0,0-1-12], [11:0-3-8,Edge], [12:0-3-8,0-2-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.97 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.09 0.05 (loc) 12-14 15-17 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=42(LC 10) Max Uplift 18=-17(LC 10), 11=-17(LC 11) Max Grav 18=1996(LC 2), 11=1992(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2667/113, 3-5=-2400/153, 5-6=-2103/167, 6-8=-2392/153, 8-9=-2661/113, 2-18=-1916/132, 9-11=-1916/132 BOT CHORD 15-17=-3/2379, 14-15=0/2110, 12-14=0/2373 WEBS 3-17=-384/104, 3-15=-416/119, 5-15=0/485, 5-14=-265/266, 6-14=0/443, 8-14=-416/119, 8-12=-384/104, 2-17=0/2301, 9-12=0/2295 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 7-6-3, Exterior(2R) 7-6-3 to 30-4-13, Interior(1) 30-4-13 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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. July 9,2021 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 37_Hamlet Truss T06 Truss Type Hip Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929915 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-ga1AIjLCp0ZxGgrxth6LDSFSW2p6fcG50PxfXjz_2la Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x12 5x8 3x6 5x10 MT18HS 3x8 MT18HS 3x6 5x8 3x4 3x8 3x6 5x8 8x8 5x10 MT18HS 8x8 3x8 MT18HS 9-1-129-1-12 18-0-08-10-4 19-11-01-11-0 28-9-48-10-4 37-11-09-1-12 -1-2-8 1-2-8 9-1-12 9-1-12 18-0-0 8-10-4 19-11-0 1-11-0 28-9-4 8-10-4 37-11-0 9-1-12 39-1-8 1-2-8 2-2-49-6-109-8-42-2-49-6-105.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-1-5], [6:0-4-2,Edge], [9:0-3-8,Edge], [11:0-3-8,Edge], [12:0-3-8,0-2-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.94 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.41 0.08 0.06 (loc) 15-17 15-17 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-52(LC 11) Max Uplift 18=-29(LC 10), 11=-29(LC 11) Max Grav 18=2012(LC 2), 11=2012(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2765/102, 3-5=-2268/149, 5-6=-1972/164, 6-8=-2262/149, 8-9=-2766/102, 2-18=-1905/129, 9-11=-1904/129 BOT CHORD 15-17=-18/2455, 14-15=0/1981, 12-14=0/2456 WEBS 3-17=-279/141, 3-15=-640/123, 5-15=-8/525, 5-14=-380/303, 6-14=-12/605, 8-14=-650/124, 8-12=-281/139, 2-17=0/2300, 9-12=0/2302 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 9-6-3, Exterior(2R) 9-6-3 to 28-4-13, Interior(1) 28-4-13 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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. July 9,2021 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 37_Hamlet Truss T07 Truss Type Common Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929916 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-8mbYW3MqaJhouqQ7QOdamfnhqSDoOyEEE3gC49z_2lZ Scale = 1:69.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 5x6 3x6 3x8 MT18HS 4x8 3x6 3x6 5x12 3x6 3x6 5x12 4x6 5x10 MT18HS 5x10 MT18HS 4x6 3x8 MT18HS 9-7-89-7-8 18-11-89-4-0 28-3-89-4-0 37-11-09-7-8 -1-2-8 1-2-8 6-6-3 6-6-3 12-8-13 6-2-11 18-11-8 6-2-11 25-2-3 6-2-11 31-4-13 6-2-11 37-11-0 6-6-3 39-1-8 1-2-8 2-2-410-1-12-2-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-3-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.65 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.44 0.11 0.07 (loc) 15-17 15-17 12 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-15,7-15,5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 2 Rows at 1/3 pts 3-18, 9-12 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=-58(LC 15) Max Uplift 18=-33(LC 10), 12=-33(LC 11) Max Grav 18=2032(LC 2), 12=2032(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2662/143, 5-6=-2177/189, 6-7=-2177/189, 7-9=-2662/143, 2-18=-410/124, 10-12=-410/124 BOT CHORD 17-18=-68/2250, 15-17=0/2305, 13-15=0/2305, 12-13=-10/2250 WEBS 6-15=-18/1242, 7-15=-673/130, 7-13=0/282, 9-13=0/314, 5-15=-673/130, 5-17=0/282, 3-17=0/314, 3-18=-2609/38, 9-12=-2609/38 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 12-8-13, Exterior(2R) 12-8-13 to 25-2-3, Interior(1) 25-2-3 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 9,2021 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 37_Hamlet Truss T08 Truss Type Common Qty 3 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929917 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-59iIxlN56xxW78aWYpf2r4t0zFxysuRXiN9J82z_2lX Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 3x6 5x8 3x6 3x4 3x6 5x8 2x4 3x6 3x8 5x8 2x4 3x6 3x8 6x6 3x4 6x6 3x6 6-6-36-6-3 13-11-47-5-1 23-11-1210-0-8 31-4-137-5-1 37-11-06-6-3 -1-2-8 1-2-8 6-6-3 6-6-3 12-8-13 6-2-11 18-11-8 6-2-11 25-2-3 6-2-11 31-4-13 6-2-11 37-11-0 6-6-3 39-1-8 1-2-8 2-2-410-1-12-2-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-3-0,0-1-12], [13:0-3-8,0-1-8], [18:0-3-8,0-1-8] 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 0.70 0.54 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.02 0.02 (loc) 15-16 15-16 12 16-18 l/defl >897 >605 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-15,9-15,6-16,3-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 6-15, 9-15, 3-16 REACTIONS. (size)19=0-3-8, 15=0-3-8, 12=0-3-8 Max Horz 19=-58(LC 15) Max Uplift 19=-45(LC 10), 15=-1(LC 11), 12=-33(LC 11) Max Grav 19=1154(LC 23), 15=2386(LC 2), 12=623(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1244/62, 3-5=-897/100, 5-6=-833/156, 6-7=0/591, 7-9=0/508, 9-10=-449/72, 2-19=-1092/99, 10-12=-563/77 BOT CHORD 16-18=-63/1076, 13-15=-43/328 WEBS 6-15=-1419/57, 7-15=-508/136, 9-15=-687/76, 6-16=-68/1096, 5-16=-506/136, 3-16=-396/70, 2-18=0/1028, 10-13=-75/255 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 12-8-8, Exterior(2R) 12-8-8 to 25-2-8, Interior(1) 25-2-8 to 33-1-8, Exterior(2E) 33-1-8 to 39-1-8 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) 19, 15, 12. 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. July 9,2021 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 37_Hamlet Truss T09 Truss Type Common Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929918 8.430 s Nov 18 2020 MiTek Industries, Inc. Fri Jul 9 09:44:48 2021 Page 1 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:4u1EBOdJriliwK81jTWEtfyob8q-ztCce?pNwIYLeD99D?RIBOofpbVVcutZGoV_jcyzqqT Scale = 1:62.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x6 4x8 3x6 3x6 3x6 3x6 3x8 2x4 3x6 3x6 4x8 3x4 5x6 3x6 9-11-49-11-4 19-3-129-4-8 26-8-137-5-1 33-3-06-6-3 7-3-8 7-3-8 14-3-8 7-0-0 20-6-3 6-2-11 26-8-13 6-2-11 33-3-0 6-6-3 34-5-8 1-2-8 4-1-910-1-12-2-45.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-8] 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 0.92 0.63 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.01 -0.01 (loc) 14-15 14-15 9 14-15 l/defl >457 >273 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-14,3-12,6-12,2-15: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 3-12, 6-12, 2-15 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 15=-111(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 12, 15, 9 Max Grav All reactions 250 lb or less at joint(s) except 14=1056(LC 2), 12=1385(LC 2), 15=451(LC 23), 9=690(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-8/294, 6-18=-389/40, 7-18=-552/26, 1-15=-254/75, 7-9=-631/84 BOT CHORD 11-12=0/423, 10-11=0/423 WEBS 2-14=-564/161, 3-12=-427/28, 4-12=-508/136, 6-12=-624/75, 7-10=0/355 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 8-3-8, Exterior(2R) 8-3-8 to 20-6-8, Interior(1) 20-6-8 to 28-5-8, Exterior(2E) 28-5-8 to 34-5-8 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) 14, 12, 15, 9. 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. July 9,2021 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 37_Hamlet Truss T10 Truss Type Roof Special Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929919 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-1Xq3LRPLeYBDNRjufEhWwVySo3gvKx8q9heQDwz_2lV Scale = 1:15.7 1 2 3 8 7 6 5 4 3x4 2x4 4x6 3x4 3x6 2x4 5x8 1-1-61-0-0 1-0-0 6-4-0 5-4-0 1-0-0 1-0-0 6-4-0 5-4-0 1-4-72-5-131-1-6Plate Offsets (X,Y)-- [7:0-6-4,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.36 0.26 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 4-5 4-5 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 5-7 REACTIONS. (size)8=0-6-12, 4=0-5-8 Max Horz 8=-14(LC 8) Max Uplift 8=-6(LC 6), 4=-10(LC 7) Max Grav 8=289(LC 1), 4=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/186 BOT CHORD 7-8=-143/331 WEBS 2-8=-476/194, 3-7=-176/374 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 8, 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. July 9,2021 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 37_Hamlet Truss T11 Truss Type Roof Special Qty 11 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929920 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-VkORZmQzPsJ4_bI4DxDlTjVceTz53GE_OLOzlNz_2lU Scale = 1:36.1 1 2 3 4 5 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 3x6 2x4 3x6 3x6 2x4 4x6 2x4 3x6 2x4 2x4 5x8 3x8 5x12 4x8 3x12 2x4 2x4 4x10 4x6 4x10 1-0-01-0-0 4-11-93-11-9 8-11-23-11-9 12-10-113-11-9 16-10-43-11-9 20-3-83-5-4 21-3-81-0-0 1-0-0 1-0-0 4-11-9 3-11-9 8-11-2 3-11-9 12-10-11 3-11-9 16-10-4 3-11-9 20-3-8 3-5-4 21-3-8 1-0-0 1-4-72-5-131-4-72-5-13Plate Offsets (X,Y)-- [11:0-2-4,0-2-0], [18:0-3-8,0-1-8], [21:0-6-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.42 0.45 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.01 0.02 (loc) 16 16-18 14 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-19,8-13: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,10-11. 10-0-0 oc bracing: 19-21, 11-13 REACTIONS. (size)22=0-6-12, 10=0-8-0, 14=0-5-8 Max Horz 22=-19(LC 6) Max Uplift 22=-19(LC 6), 10=-187(LC 1), 14=-49(LC 10) Max Grav 22=686(LC 1), 10=10(LC 6), 14=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/128, 3-4=-1124/167, 4-5=-1124/167, 5-7=-87/686 BOT CHORD 21-22=-95/652, 2-21=-39/479, 16-18=-147/1045, 15-16=-64/532, 14-15=-64/532 WEBS 2-22=-907/145, 18-21=-148/1020, 3-21=-334/38, 3-18=-290/83, 4-16=-315/79, 5-16=-97/676, 5-14=-1392/193, 7-14=-496/117, 11-14=-691/102, 7-11=-84/540 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 16-1-12, Corner(3) 16-1-12 to 21-1-12 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) 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) 22, 14 except (jt=lb) 10=187. 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. July 9,2021 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 37_Hamlet Truss T12 Truss Type Roof Special Qty 5 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929921 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-zwypm6RbA9RxcltHnfk_?w1oxsPoot_7d?7WHpz_2lT Scale = 1:18.0 1 2 3 4 10 9 8 7 6 5 2x4 3x6 2x4 2x4 2x4 6x10 4x6 3x8 3x4 4-10-124-10-12 8-4-03-5-4 9-4-01-0-0 4-10-12 4-10-12 8-4-0 3-5-4 9-4-0 1-0-0 2-5-131-4-71-1-62-5-13LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.32 0.10 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 9-10 9-10 5 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 6-8 REACTIONS. (size)10=0-5-8, 5=0-8-0, 9=0-5-8 Max Horz 10=14(LC 9) Max Uplift 10=-8(LC 6), 5=-4(LC 7), 9=-18(LC 6) Max Grav 10=186(LC 1), 5=166(LC 1), 9=499(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-422/186 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 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, 5, 9. 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. July 9,2021 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 37_Hamlet Truss T13 Truss Type Hip Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929922 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-R6WB_SRDxTZoEvSTLMFDY8apeGYVXIOGrft4pFz_2lS Scale = 1:39.3 1 2 3 4 5 6 9 8 7 10 11 5x12 4x8 3x8 3x6 2x4 3x6 3x8 8-0-08-0-0 13-3-85-3-8 21-3-88-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 13-3-8 5-3-8 21-3-8 8-0-0 22-6-0 1-2-8 0-6-23-0-93-2-20-6-23-0-94.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-11], [3:0-6-0,0-1-11], [5:Edge,0-0-11] 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 0.96 0.90 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.29 0.07 0.06 (loc) 2-9 2-9 5 2-9 l/defl >999 >861 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=-37(LC 11) Max Uplift 2=-71(LC 6), 5=-71(LC 7) Max Grav 2=1158(LC 1), 5=1158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2143/260, 3-4=-1911/283, 4-5=-2143/259 BOT CHORD 2-9=-162/1919, 7-9=-166/1910, 5-7=-162/1919 WEBS 3-9=0/282, 3-7=-251/252, 4-7=0/282 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 16-6-0, Exterior(2E) 16-6-0 to 22-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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. July 9,2021 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 37_Hamlet Truss T14 Truss Type Hip Qty 2 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929923 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-vJ4ZBoSrhnifr31fu4mS5L67eg_EGjpQ4JcdMiz_2lR Scale = 1:39.3 1 2 3 4 5 6 7 8 10 9 4x6 5x12 4x6 5x12 4x8 2x4 2x4 4x6 10-0-010-0-0 11-3-81-3-8 21-3-810-0-0 -1-2-8 1-2-8 5-1-10 5-1-10 10-0-0 4-10-6 11-3-8 1-3-8 16-1-14 4-10-6 21-3-8 5-1-10 22-6-0 1-2-8 0-6-23-8-93-10-20-6-23-8-94.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11], [9:0-6-0,0-3-0] 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 0.44 0.55 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.43 0.05 0.04 (loc) 7-9 7-9 7 10 l/defl >999 >582 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except 2-0-0 oc purlins (4-5-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=-46(LC 15) Max Uplift 2=-62(LC 6), 7=-62(LC 7) Max Grav 2=1158(LC 1), 7=1158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2284/355, 3-4=-1784/226, 4-5=-1621/235, 5-6=-1772/225, 6-7=-2268/357 BOT CHORD 2-10=-273/2076, 9-10=-92/1621, 7-9=-274/2074 WEBS 3-10=-512/193, 4-10=0/323, 5-9=0/302, 6-9=-521/194 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-10-15, Exterior(2R) 4-10-15 to 16-4-9, Exterior(2E) 16-4-9 to 22-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. July 9,2021 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 37_Hamlet Truss T15 Truss Type Common Qty 3 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929924 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-OVdyP8TUS4qWTDcsSnHhdZfHr4HM?ANZJzMAu8z_2lQ Scale = 1:38.0 1 2 3 4 5 6 7 10 9 8 11 12 4x6 4x6 3x6 3x6 2x4 3x6 2x4 4x6 7-2-47-2-4 14-1-46-11-1 21-3-87-2-4 -1-2-8 1-2-8 5-5-8 5-5-8 10-7-12 5-2-4 15-10-0 5-2-4 21-3-8 5-5-8 22-6-0 1-2-8 0-6-24-0-110-6-24.00 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 0.47 0.75 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.06 0.05 (loc) 8-10 8-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 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 3-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=49(LC 10) Max Uplift 2=-59(LC 6), 6=-59(LC 7) Max Grav 2=1158(LC 1), 6=1158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2319/320, 3-4=-2024/279, 4-5=-2024/279, 5-6=-2319/320 BOT CHORD 2-10=-239/2104, 8-10=-108/1463, 6-8=-239/2104 WEBS 4-8=-36/609, 5-8=-406/156, 4-10=-36/609, 3-10=-406/156 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 16-6-0, Exterior(2E) 16-6-0 to 22-6-0 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, 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. July 9,2021 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 37_Hamlet Truss T16 Truss Type Roof Special Qty 4 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929925 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-shBKcUU6DOyN5MB20UowAmCYzUm4khtjXc5kQaz_2lP Scale = 1:15.2123 8 7 6 5 4 3x4 4x6 2x4 2x4 2x4 6x10 3x4 3-8-03-8-0 4-8-01-0-0 3-8-0 3-8-0 4-8-0 1-0-0 2-5-131-4-71-1-62-5-13LOADING (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-P 0.13 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 7-8 7-8 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 5-7 REACTIONS. (size)8=0-5-8, 4=0-8-0 Max Horz 8=14(LC 9) Max Uplift 8=-10(LC 6), 4=-7(LC 7) Max Grav 8=147(LC 1), 4=151(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 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) 8, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2021 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 37_Hamlet Truss T17 Truss Type Roof Special Qty 1 Ply 1 McKenzie 37 Hamlet Job Reference (optional) I46929926 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-KulipqUk_i4EiWmEaCK9i_kclt0PTy7smGrHy0z_2lO Scale = 1:21.9 1 2 3 4 10 9 8 7 6 5 11 12 3x6 2x4 3x4 3x6 4x8 3x4 4x6 5x12 4x8 1-0-01-0-0 6-11-05-11-0 12-10-05-11-0 1-0-0 1-0-0 6-11-0 5-11-0 12-10-0 5-11-0 1-4-72-5-131-1-6Plate Offsets (X,Y)-- [9:0-6-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.51 0.46 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.02 0.02 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 REACTIONS. (size)10=0-6-12, 5=Mechanical Max Horz 10=-14(LC 8) Max Uplift 10=-16(LC 6), 5=-20(LC 7) Max Grav 10=593(LC 1), 5=586(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-700/195 BOT CHORD 9-10=-163/609, 2-9=-25/286, 5-6=-217/953 WEBS 2-10=-863/220, 6-9=-210/868, 3-9=-256/22, 3-5=-961/217 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 7-8-4, Corner(3) 7-8-4 to 12-8-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 10, 5. 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. July 9,2021 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 37_Hamlet Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929927 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-GGtSEVW_WJKyyqvdhdMdoPqwhhkIxvM9EaKO1vz_2lM Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120212223242526272829 5x12 3x6 3x4 5x10 MT18HS4x10 4x8 3x6 4x8 2x4 3x6 4x8 5x12 4x10 5x6 3x4 5x6 5x10 MT18HS 6-0-06-0-0 12-4-146-4-14 18-11-86-6-10 25-6-26-6-10 31-11-06-4-14 37-11-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-4-14 6-4-14 18-11-8 6-6-10 25-6-2 6-6-10 31-11-0 6-4-14 37-11-0 6-0-0 39-1-8 1-2-8 2-2-44-6-104-8-42-2-44-6-105.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-1-5], [8:0-6-0,0-1-5], [9:0-3-0,0-1-12], [12:0-3-8,0-2-0], [13:0-3-8,0-2-0], [17:0-3-8,0-2-0], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.37 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.07 0.21 (loc) 15 13-15 11 15 l/defl >999 >848 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 409 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-17,4-15,7-15,8-13,2-18,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=0-3-8, 11=0-3-8 Max Horz 19=-45(LC 6) Max Uplift 19=-619(LC 4), 11=-622(LC 5) Max Grav 19=4150(LC 1), 11=4165(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5680/917, 3-4=-8778/1434, 4-5=-9883/1604, 5-7=-9883/1604, 7-8=-8785/1436, 8-9=-5704/923, 2-19=-4103/649, 9-11=-4120/653 BOT CHORD 17-18=-818/5197, 15-17=-1390/8775, 13-15=-1391/8782, 12-13=-822/5218 WEBS 3-18=-632/97, 3-17=-686/4351, 4-17=-1377/239, 4-15=-203/1358, 5-15=-507/106, 7-15=-202/1350, 7-13=-1373/238, 8-13=-682/4334, 8-12=-613/102, 2-18=-831/5296, 9-12=-837/5319 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: 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; 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=619, 11=622. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 9,2021 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 37_Hamlet Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929927 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-GGtSEVW_WJKyyqvdhdMdoPqwhhkIxvM9EaKO1vz_2lM NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 652 lb down and 203 lb up at 6-0-0, 253 lb down and 70 lb up at 8-0-12, 253 lb down and 70 lb up at 10-0-12, 253 lb down and 70 lb up at 12-0-12, 253 lb down and 70 lb up at 14-0-12, 253 lb down and 70 lb up at 16-0-12, 253 lb down and 70 lb up at 18-0-12, 253 lb down and 70 lb up at 20-0-12, 253 lb down and 70 lb up at 22-0-12, 253 lb down and 70 lb up at 24-0-12, 253 lb down and 70 lb up at 26-0-12, 253 lb down and 70 lb up at 28-0-12, and 253 lb down and 70 lb up at 30-0-12, and 652 lb down and 203 lb up at 31-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-8=-80, 8-9=-80, 9-10=-80, 11-19=-20 Concentrated Loads (lb) Vert: 16=-253 18=-652 12=-652 14=-253 20=-253 21=-253 22=-253 23=-253 24=-253 25=-253 26=-253 27=-253 28=-253 29=-253 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 37_Hamlet Truss TG02 Truss Type Hip Girder Qty 2 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929928 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Cf?DfBXE2wafB83?p2O5tqvH2VLaPsZShupV5oz_2lK Scale = 1:39.3 1 2 3 4 5 6 7 11 10 9 812131415 5x12 5x12 3x8 5x6 2x4 3x12 2x4 2x4 3x8 6-0-06-0-0 10-7-124-7-12 15-3-84-7-12 21-3-86-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 10-7-12 4-7-12 15-3-8 4-7-12 21-3-8 6-0-0 22-6-0 1-2-8 0-6-22-4-92-6-20-6-22-4-94.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-8], [3:0-6-0,0-1-11], [5:0-6-0,0-1-11], [6:0-3-14,0-1-8] 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 0.55 0.70 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.33 0.06 0.10 (loc) 9 9 6 9 l/defl >999 >764 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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 4-6-10 oc purlins, except 2-0-0 oc purlins (4-4-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=29(LC 33) Max Uplift 2=-211(LC 4), 6=-215(LC 5) Max Grav 2=2293(LC 1), 6=2333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5780/479, 3-4=-6770/584, 4-5=-6770/584, 5-6=-5912/495 BOT CHORD 2-11=-423/5371, 9-11=-421/5305, 8-9=-410/5422, 6-8=-413/5495 WEBS 3-11=-31/933, 3-9=-170/1754, 4-9=-555/97, 5-9=-156/1626, 5-8=-43/1030 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: 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; 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) 2=211, 6=215. 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) 649 lb down and 96 lb up at 6-0-0, 253 lb down and 37 lb up at 8-0-12, 253 lb down and 37 lb up at 10-0-12, 253 lb down and 37 lb up at 12-0-12, and 253 lb down and 37 lb up at 14-0-12, and 649 lb down and 96 lb up at 15-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 9,2021 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 37_Hamlet Truss TG02 Truss Type Hip Girder Qty 2 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929928 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-Cf?DfBXE2wafB83?p2O5tqvH2VLaPsZShupV5oz_2lK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-7=-80, 2-6=-20 Concentrated Loads (lb) Vert: 11=-649 8=-649 12=-253 13=-253 14=-253 15=-253 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 37_Hamlet Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929929 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-grZbtXYtpEiWpHeCMlvKP1SZQuq68N?bwYY2eEz_2lJ Scale = 1:21.6 1 2 3 4 5 10 9 8 7 6 11 12 2x4 3x4 2x4 3x8 2x4 2x4 3x8 2x4 3x8 3x4 3-3-63-3-6 6-5-03-1-10 9-6-103-1-10 12-10-03-3-6 3-3-6 3-3-6 6-5-0 3-1-10 9-6-10 3-1-10 12-10-0 3-3-6 2-5-13LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.07 0.10 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-6-12, 6=0-2-8 Max Horz 10=-28(LC 8) Max Uplift 10=-21(LC 6), 6=-21(LC 7) Max Grav 10=585(LC 1), 6=585(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-546/142, 1-2=-665/168, 2-3=-665/168, 3-4=-665/158, 4-5=-665/158, 5-6=-546/146 BOT CHORD 8-9=-210/892, 7-8=-210/892 WEBS 1-9=-173/774, 2-9=-265/104, 3-9=-274/51, 3-7=-274/62, 4-7=-265/105, 5-7=-183/774 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 7-8-4, Corner(3) 7-8-4 to 12-8-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2021 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 37_Hamlet Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929930 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-dEgLIDa7LryE2boaUAyoVSXtOiS3cG_uNs19i6z_2lH Scale = 1:36.1 1 2 3 4 5 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 4x6 2x4 3x6 3x6 2x4 3x6 2x4 4x6 2x4 2x4 5x8 3x6 5x12 4x8 3x8 2x4 2x4 3x12 4x6 3x12 1-0-01-0-0 4-11-93-11-9 8-11-23-11-9 12-10-113-11-9 16-10-43-11-9 20-3-83-5-4 21-3-81-0-0 1-0-0 1-0-0 4-11-9 3-11-9 8-11-2 3-11-9 12-10-11 3-11-9 16-10-4 3-11-9 20-3-8 3-5-4 21-3-8 1-0-0 1-4-72-5-131-4-72-5-13Plate Offsets (X,Y)-- [11:0-2-4,0-2-0], [21:0-7-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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 0.23 0.26 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.01 (loc) 16 16 14 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-19,8-13: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,10-11. 6-0-0 oc bracing: 11-13 10-0-0 oc bracing: 19-21 REACTIONS. (size)22=0-6-12, 10=0-8-0, 14=0-5-8 Max Horz 22=-18(LC 6) Max Uplift 22=-22(LC 4), 10=-241(LC 1), 14=-66(LC 4) Max Grav 22=736(LC 1), 10=14(LC 4), 14=1745(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-877/42, 3-4=-1354/55, 4-5=-1354/55, 5-7=-34/760 BOT CHORD 21-22=-40/674, 2-21=0/485, 16-18=-47/1186, 15-16=-39/812, 14-15=-39/812 WEBS 2-22=-910/36, 18-21=-45/1126, 3-21=-314/16, 3-18=-357/50, 4-16=-314/44, 5-16=-35/614, 5-14=-1782/73, 7-14=-496/50, 11-14=-726/31, 7-11=-24/559, 9-11=-280/13 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 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) 22, 14 except (jt=lb) 10=241. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down and 20 lb up at 12-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 9,2021 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 37_Hamlet Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929930 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:36 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-dEgLIDa7LryE2boaUAyoVSXtOiS3cG_uNs19i6z_2lH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-80, 21-22=-13, 19-20=-13, 13-19=-13, 12-13=-13, 10-11=-13 Concentrated Loads (lb) Vert: 15=-266(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_Hamlet Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 37 Hamlet Job Reference (optional) I46929931 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 8 17:54:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4u1EBOdJriliwK81jTWEtfyob8q-dEgLIDa7LryE2boaUAyoVSXwZiVgcKnuNs19i6z_2lH Scale = 1:15.512 4 3 5 2x4 3x4 2x4 4x6 1-10-01-10-0 1-10-0 1-10-0 2-5-13LOADING (psf) TCLL TCDL BCLL BCDL 50.0 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-P 0.02 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-3-8 Max Uplift 4=-11(LC 4), 3=-18(LC 4) Max Grav 4=275(LC 1), 3=447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) This truss is designed in accordance with the 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) 578 lb down and 28 lb up at 1-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-13 Concentrated Loads (lb) Vert: 5=-578(F) July 9,2021 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