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HomeMy WebLinkAboutHAM 32 - Stamped Truss Documents16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 28,2021 Liu, Xuegang Pages or sheets covered by this seal: I46766070 thru I46766118 My license renewal date for the state of Indiana is July 31, 2022. 32_Hamlet 32 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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 32_HAMLET Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766070 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-Se6nzvZyv0hCNjTDtSZbp1rLiOke7i6UbfCavhz1ntV Scale = 1:30.3 1 2 3 5 4 6 7 8 9 3x4 7x16 MT18HS 3x6 4x6 8-4-5 8-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-45-1-124-10-30-3-85-1-124.24 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 0.58 0.33 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 49 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=99(LC 5) Max Uplift 5=-137(LC 4), 4=-149(LC 8) 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=-498/106, 3-4=-308/102 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left 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 137 lb uplift at joint 5 and 149 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 17 lb up at 2-9-8, 54 lb down and 17 lb up at 2-9-8, and 33 lb down and 55 lb up at 5-7-7, and 33 lb down and 55 lb up at 5-7-7 on top chord, and 20 lb down and 45 lb up at 2-9-8, 20 lb down and 45 lb up at 2-9-8, and 30 lb down and 33 lb up at 5-7-7, and 30 lb down and 33 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) June 28,2021 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 32_HAMLET Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766071 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-LQLIoHcTyFBdsLm_6IdX_t09C?Af3WH3WHAn2Sz1ntR 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 17-3-2 17-3-2 17-3-2 17-3-2 1-6-121-11-10.25 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 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 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) - - 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 17-3-2. (lb) - Max Horz 28=31(LC 7) 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=30ft; 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY CONFIRMED WITH CUSTOMER THAT THE TRUSSES THAT HAVE1.00 DOL VALUES ARE IN FACT FOR A ROOF DECK AND THIS ISFOR A SINGLE RESIDENCE HOME.-LESLIE June 28,2021 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 32_HAMLET Truss GE02 Truss Type MONOPITCH Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766072 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-DBboeef_0Th3Ly4mL8iT8jAjedOG?BRfRv8?BDz1ntN Scale = 1:34.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 7x16 MT18HS 4x6 4x6 5x10 MT18HS8x8 4x10 3x12 3x8 4x10 2x4 3x4 3x12 4x8 4x10 4x10 5x12 5x12 3-1-3 3-1-3 5-10-13 2-9-11 8-8-8 2-9-11 11-6-2 2-9-11 14-3-13 2-9-11 17-1-7 2-9-11 20-2-10 3-1-3 3-1-3 3-1-3 5-10-13 2-9-11 8-8-8 2-9-11 11-6-2 2-9-11 14-3-13 2-9-11 17-1-7 2-9-11 20-2-10 3-1-3 1-6-01-11-10.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [6:0-3-7,0-2-0], [8:0-3-7,0-2-1], [9:0-3-7,0-2-8], [10:Edge,0-3-8], [11:0-3-8,0-2-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-4-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.67 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.50 0.06 0.05 (loc) 13-14 13-14 10 14 l/defl >700 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 10=Mechanical Max Horz 18=28(LC 7) Max Uplift 18=-42(LC 6), 10=-41(LC 10) Max Grav 18=2126(LC 1), 10=2126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1962/168, 1-2=-4512/362, 2-3=-7138/553, 3-4=-8132/616, 4-5=-8132/618, 5-6=-7812/595, 6-8=-6300/492, 8-9=-3714/305, 9-10=-2018/174 BOT CHORD 17-18=-25/338, 15-17=-349/4503, 14-15=-538/7131, 13-14=-575/7806, 12-13=-470/6295, 11-12=-280/3709 WEBS 1-17=-344/4418, 2-17=-1582/153, 2-15=-203/2825, 3-15=-986/95, 3-14=-66/1077, 4-14=-544/61, 5-14=-27/351, 5-13=-695/73, 6-13=-116/1675, 6-12=-1241/115, 8-12=-212/2889, 8-11=-1798/171, 9-11=-313/3968 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-0-14, Corner(3) 14-0-14 to 20-0-14 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766073 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-emGxGgisJO3eCPpL0GFAmMoLZqZFCgF57tMfoYz1ntK Scale = 1:26.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 16-0-0 16-0-0 1-6-01-10-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 27=29(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 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=30ft; 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) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26. 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. June 28,2021 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 32_HAMLET Truss GE04 Truss Type Flat Supported Gable Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766074 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-a9OhhMj6r0JMRjyj8hIernuhieFXgaUObBrmtRz1ntI Scale = 1:15.2 1 2 3 4 5 10 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-1-8 5-1-8 5-1-8 5-1-8 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.02 0.03 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-8. (lb) - Max Horz 10=-40(LC 6) 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=30ft; 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) 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss GE05 Truss Type Monopitch Supported Gable Qty 2 Ply 1 32 Hamlet Job Reference (optional) I46766075 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-2Ly4vhkkcJSD3tXviOptO_Qml1ZjP1RXpqbJPtz1ntH Scale = 1:21.9 1 2 3 4 7 6 5 3x4 3x6 3x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-0-0 3-0-0 1-6-03-9-09.00 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-R 0.41 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=3-0-0, 5=3-0-0, 6=3-0-0 Max Horz 7=109(LC 7) Max Uplift 7=-28(LC 6), 5=-13(LC 7), 6=-72(LC 7) Max Grav 7=234(LC 18), 5=56(LC 17), 6=138(LC 17) 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, 5, 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. June 28,2021 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 32_HAMLET Truss GE06 Truss Type Flat Supported Gable Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766076 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-2Ly4vhkkcJSD3tXviOptO_QsW1bxP1UXpqbJPtz1ntH Scale = 1:15.2 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-0 6-8-0 6-8-0 6-8-0 2-5-2LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 11, 10, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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) 12, 7, 11, 10, 9, 8. 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss GE07 Truss Type Flat Supported Gable Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766077 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-PIlzyPotQs4V9eQtUyP2428jS2I94I_Hz6I444z1ntC Scale = 1:15.2 1 2 3 4 5 10 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-3-0 5-3-0 5-3-0 5-3-0 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.03 0.01 0.03 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-3-0. (lb) - 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=30ft; 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) 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss GE08 Truss Type Flat Supported Gable Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766078 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ptR5aRqmjnS4069SA4yligmDaGKoHfejf4XkhPz1nt9 Scale = 1:20.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 3x4 12-4-4 12-4-4 12-4-4 12-4-4 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 12-4-4. (lb) - Max Horz 20=30(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 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=30ft; 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) 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) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12. 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss GE09 Truss Type Monopitch Supported Gable Qty 2 Ply 1 32 Hamlet Job Reference (optional) I46766079 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ifhcQotGn?yWVjSDPw1htWwvRthZDSuIaiVyqAz1nt5 Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 61 62 3x6 5x6 5x6 3x6 37-8-8 37-8-8 37-8-8 37-8-8 1-9-02-6-70.25 12 Plate Offsets (X,Y)-- [41:0-3-0,0-3-0], [53:0-3-0,0-3-0] 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-R 0.04 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 32 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 37-8-8. (lb) - Max Horz 60=43(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 60, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59 Max Grav All reactions 250 lb or less at joint(s) 60, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 18-1-12, Exterior(2) 18-1-12 to 19-6-12, Corner(3) 19-6-12 to 37-6-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 60, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59. 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. June 28,2021 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 32_HAMLET Truss J01 Truss Type Jack-Open Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766080 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ArE_d8uuYJ4M7t1PydYwPkT2MH?eyumSpMFVMdz1nt4 Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-0-7 1-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 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 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 3=-13(LC 10), 4=-34(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-85/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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. June 28,2021 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 32_HAMLET Truss J02 Truss Type Jack-Open Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766081 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ArE_d8uuYJ4M7t1PydYwPkT0dHx?yt?SpMFVMdz1nt4 Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 4-0-7 3-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 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 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.08 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >985 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=76(LC 7) Max Uplift 3=-45(LC 10), 4=-10(LC 10) 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=-281/49 WEBS 2-5=-135/406 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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. June 28,2021 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 32_HAMLET Truss J03 Truss Type Jack-Open Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766082 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-e1oMrUvWJdCDk1ccWK39yx0BNhHEhKFb10_3u3z1nt3 Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 4-0-7 3-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 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 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.08 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >985 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=76(LC 7) Max Uplift 3=-45(LC 10), 4=-10(LC 10) 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=-281/49 WEBS 2-5=-135/406 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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. June 28,2021 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 32_HAMLET Truss J04 Truss Type Jack-Open Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766083 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-6EMl2qw94wK4MABo42aOU9YOr4h6QoGlGgkcRVz1nt2 Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-0-7 1-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 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 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 3=-13(LC 10), 4=-34(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-85/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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. June 28,2021 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 32_HAMLET Truss J05 Truss Type Jack-Open Qty 6 Ply 1 32 Hamlet Job Reference (optional) I46766084 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-6EMl2qw94wK4MABo42aOU9YOr4h5QoGlGgkcRVz1nt2 Scale = 1:19.1 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 2-2-43-2-42-9-93-2-46.00 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 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 3=-14(LC 10), 4=-34(LC 7) Max Grav 6=240(LC 1), 3=34(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-85/282 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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. June 28,2021 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 32_HAMLET Truss J06 Truss Type Jack-Open Qty 2 Ply 1 32 Hamlet Job Reference (optional) I46766085 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-aQw7GAxnrETx_Km_el5d1M5XKU_j9E5uVKTAzyz1nt1 Scale = 1:18.9 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-9-3 1-9-3 -1-8-8 1-8-8 2-9-3 2-9-3 2-2-43-2-04.24 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 0.31 0.26 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 6=61(LC 7) Max Uplift 6=-46(LC 6), 3=-17(LC 10), 4=-19(LC 7) Max Grav 6=330(LC 1), 3=49(LC 1), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-304/21 WEBS 2-5=-84/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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) 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. June 28,2021 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 32_HAMLET Truss M01 Truss Type Monopitch Qty 7 Ply 1 32 Hamlet Job Reference (optional) I46766086 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-2cUVTWxPcYbobULBBTcsaade7uKiuid2j_DjVOz1nt0 Scale = 1:29.6 1 2 3 5 4 3x4 3x4 6x6 5x6 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-45-2-44-10-120-3-85-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [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 0.56 0.28 0.12 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 >836 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=94(LC 7) Max Uplift 4=-68(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=-348/78 WEBS 2-4=-137/253 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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. June 28,2021 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 32_HAMLET Truss M03 Truss Type Monopitch Qty 4 Ply 1 32 Hamlet Job Reference (optional) I46766087 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-Wo2tgry1MrjfDevNlA756nAqPIaWd3nByeyG2qz1nt? Scale = 1:34.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 5x6 6x10 4x6 4x6 5x10 MT18HS5x12 4x10 4x10 3x8 3x8 3x4 3x12 2x4 3x6 3x12 4x8 4x10 4x10 5x12 5x12 2-9-8 2-9-8 5-3-8 2-6-0 7-9-8 2-6-0 10-3-8 2-6-0 12-9-8 2-6-0 15-3-8 2-6-0 17-9-8 2-6-0 20-7-0 2-9-8 2-9-8 2-9-8 5-3-8 2-6-0 7-9-8 2-6-0 10-3-8 2-6-0 12-9-8 2-6-0 15-3-8 2-6-0 17-9-8 2-6-0 20-7-0 2-9-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [7:0-3-7,0-2-0], [9:0-3-7,0-2-1], [10:0-3-7,0-2-8], [11:Edge,0-3-8], [12:0-3-8,0-2-8], [13:0-3-8,0-2-0], [14:0-3-8,0-1-8], [16:0-3-8,0-1-8], [18:0-3-8,0-2-0], [19:0-3-8,0-2-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.69 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.51 0.07 0.05 (loc) 15 15 11 15 l/defl >691 >475 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 126 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-8, 11=0-5-8 Max Horz 20=28(LC 7) Max Uplift 20=-42(LC 6), 11=-42(LC 10) Max Grav 20=2164(LC 1), 11=2164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2000/169, 1-2=-4220/338, 2-3=-6874/534, 3-4=-8196/621, 4-5=-8388/630, 5-6=-8387/632, 6-7=-7606/579, 7-9=-5927/465, 9-10=-3417/280, 10-11=-2057/174 BOT CHORD 19-20=-22/304, 18-19=-325/4211, 16-18=-519/6868, 15-16=-605/8190, 14-15=-558/7601, 13-14=-442/5922, 12-13=-255/3413 WEBS 1-19=-326/4201, 2-19=-1652/154, 2-18=-212/2903, 3-18=-1125/104, 3-16=-94/1455, 4-16=-589/60, 5-15=-484/54, 6-15=-61/881, 6-14=-888/83, 7-14=-132/1912, 7-13=-1372/124, 9-13=-214/2881, 9-12=-1860/171, 10-12=-294/3748 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-5-4, Corner(3) 14-5-4 to 20-5-4 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) 20, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss M04 Truss Type MONOPITCH Qty 11 Ply 1 32 Hamlet Job Reference (optional) I46766088 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-_?cFuBzf79rWroUZJufKf?j1Qix3MVdKBIiqaGz1nt_ Scale = 1:34.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 7x16 MT18HS 4x6 4x6 5x10 MT18HS8x8 4x10 3x12 3x8 4x10 2x4 3x4 3x12 4x8 4x10 4x10 5x12 5x12 3-1-3 3-1-3 5-10-13 2-9-11 8-8-8 2-9-11 11-6-2 2-9-11 14-3-13 2-9-11 17-1-7 2-9-11 20-2-10 3-1-3 3-1-3 3-1-3 5-10-13 2-9-11 8-8-8 2-9-11 11-6-2 2-9-11 14-3-13 2-9-11 17-1-7 2-9-11 20-2-10 3-1-3 1-6-01-11-10.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [6:0-3-7,0-2-0], [8:0-3-7,0-2-1], [9:0-3-7,0-2-8], [10:Edge,0-3-8], [11:0-3-8,0-2-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-4-0] 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 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.61 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.50 0.06 0.05 (loc) 13-14 13-14 10 14 l/defl >700 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 10=Mechanical Max Horz 18=16(LC 7) Max Uplift 18=-41(LC 6), 10=-42(LC 10) Max Grav 18=2126(LC 1), 10=2126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1962/167, 1-2=-4512/360, 2-3=-7138/548, 3-4=-8132/610, 4-5=-8132/612, 5-6=-7812/587, 6-8=-6300/482, 8-9=-3714/294, 9-10=-2018/174 BOT CHORD 17-18=-49/338, 15-17=-372/4503, 14-15=-558/7131, 13-14=-592/7806, 12-13=-485/6295, 11-12=-294/3709 WEBS 1-17=-342/4418, 2-17=-1582/152, 2-15=-201/2825, 3-15=-986/94, 3-14=-65/1077, 4-14=-544/61, 5-14=-30/351, 5-13=-695/74, 6-13=-118/1675, 6-12=-1241/116, 8-12=-213/2889, 8-11=-1798/172, 9-11=-314/3968 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-0-14, Corner(3) 14-0-14 to 20-0-14 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss M05 Truss Type Monopitch Qty 8 Ply 1 32 Hamlet Job Reference (optional) I46766089 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-TB9e5X_HuTzNSy3ltbAZBCF3g5Ec5rdUQyRN5jz1nsz Scale = 1:28.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x6 5x12 3x8 4x6 3x16 MT18HS5x12 4x10 4x10 3x6 2x4 5x12 4x8 5x12 5x12 3-7-8 3-7-8 6-11-9 3-4-0 10-3-9 3-4-0 13-7-10 3-4-0 17-3-2 3-7-8 3-7-8 3-7-8 6-11-9 3-4-0 10-3-9 3-4-0 13-7-10 3-4-0 17-3-2 3-7-8 1-6-121-11-10.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.78 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.40 0.05 0.05 (loc) 10-11 10-11 8 10-11 l/defl >737 >505 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 64 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13: 2x4 SPF 2100F 1.8E, 6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=Mechanical Max Horz 14=18(LC 7) Max Uplift 14=-35(LC 6), 8=-36(LC 10) Max Grav 14=1810(LC 1), 8=1810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1756/174, 1-2=-3816/353, 2-3=-5251/462, 3-4=-5023/439, 4-6=-5023/441, 6-7=-3310/303, 7-8=-1756/178 BOT CHORD 11-13=-363/3808, 10-11=-470/5243, 9-10=-304/3302 WEBS 1-13=-349/3918, 2-13=-1326/153, 2-11=-115/1547, 3-11=-542/69, 4-10=-653/81, 6-10=-156/1890, 6-9=-1484/171, 7-9=-325/3540 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 11-1-6, Corner(3) 11-1-6 to 17-1-6 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss M06 Truss Type Monopitch Qty 4 Ply 1 32 Hamlet Job Reference (optional) I46766090 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-xNj0Jt_vfm5E45eyQJhokQoGBViUqKqdecBwd9z1nsy Scale = 1:26.5 1 2 3 4 7 6 5 8 9 3x4 6x6 3x6 8x8 3x4 8x8 2x4 8-0-0 8-0-0 16-0-0 8-0-0 8-0-0 8-0-0 16-0-0 8-0-0 1-6-01-10-00.25 12 Plate Offsets (X,Y)-- [4:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.29 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.29 0.00 0.11 (loc) 6 6 5 6 l/defl >999 >645 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-5-8 Max Horz 7=29(LC 7) Max Uplift 7=-33(LC 6), 5=-32(LC 10) Max Grav 7=524(LC 1), 5=524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-463/186, 1-2=-1707/523, 2-4=-1707/530, 4-5=-464/187 WEBS 1-6=-456/1539, 2-6=-453/245, 4-6=-483/1597 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 9-10-4, Corner(3) 9-10-4 to 15-10-4 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) 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) 7, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 28,2021 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 32_HAMLET Truss M07 Truss Type MONOPITCH Qty 4 Ply 1 32 Hamlet Job Reference (optional) I46766091 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-PaHOWD?YQ4D5iFD8_0C1HdLaIv4AZzTntGwUAbz1nsx Scale = 1:21.9 1 2 3 5 4 2x4 2x4 3x6 3x4 3-0-0 3-0-0 -1-2-8 1-2-8 3-0-0 3-0-0 1-6-03-9-03-5-80-3-83-9-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=74(LC 10) Max Uplift 4=-60(LC 10) Max Grav 5=271(LC 1), 4=123(LC 17) 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=30ft; 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. June 28,2021 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 32_HAMLET Truss M08 Truss Type MONOPITCH Qty 19 Ply 1 32 Hamlet Job Reference (optional) I46766092 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-tmrmkZ0ABOLyKPoKYjjGprthSJHuIFww6wg1i2z1nsw Scale = 1:63.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 3x4 4x10 3x6 2x4 5x10 MT18HS3x12 3x12 3x12 3x8 3x8 3x6 3x8 2x4 3x6 3x6 3x6 3x8 4x6 3x12 4x8 4x8 4x8 3x8 5x16 MT18HS 4-5-0 4-5-0 8-6-8 4-1-8 12-8-0 4-1-8 16-9-8 4-1-8 20-11-0 4-1-8 25-0-8 4-1-8 29-2-0 4-1-8 33-3-8 4-1-8 37-8-8 4-5-0 4-5-0 4-5-0 8-6-8 4-1-8 12-8-0 4-1-8 16-9-8 4-1-8 20-11-0 4-1-8 25-0-8 4-1-8 29-2-0 4-1-8 33-3-8 4-1-8 37-8-8 4-5-0 1-9-02-6-70.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-8,0-1-8], [11:0-3-7,0-2-0], [12:0-3-7,0-2-0], [14:0-3-8,0-2-0], [15:0-3-8,0-1-8], [16:0-3-8,0-1-8], [20:0-3-8,0-1-8], [22:0-3-8,0-1-8], [23:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.68 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.87 -1.45 0.17 0.44 (loc) 18-19 18-19 13 18-19 l/defl >516 >309 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 142 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* 1-23,2-22,8-18,9-16,11-15,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. REACTIONS. (size)24=0-3-8, 13=0-3-8 Max Horz 24=43(LC 9) Max Uplift 24=-78(LC 6), 13=-78(LC 10) Max Grav 24=1247(LC 1), 13=1247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1201/194, 1-2=-3053/457, 2-3=-4971/736, 3-4=-6023/889, 4-6=-6366/939, 6-7=-6365/941, 7-8=-6087/902, 8-9=-5257/782, 9-11=-3949/592, 11-12=-2227/343, 12-13=-1212/196 BOT CHORD 22-23=-439/3050, 20-22=-716/4968, 19-20=-867/6020, 18-19=-873/6084, 16-18=-751/5253, 15-16=-560/3946, 14-15=-308/2224 WEBS 1-23=-457/3143, 2-23=-981/188, 2-22=-296/2048, 3-22=-660/135, 3-20=-163/1132, 4-20=-367/94, 4-19=-52/371, 7-19=-46/307, 7-18=-343/91, 8-18=-136/921, 8-16=-601/129, 9-16=-214/1461, 9-15=-843/163, 11-15=-284/1943, 11-14=-1099/206, 12-14=-363/2476 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 31-6-12, Corner(3) 31-6-12 to 37-6-12 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) 24, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 28,2021 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 32_HAMLET Truss MG02 Truss Type MONOPITCH Qty 1 Ply 3 32 Hamlet Job Reference (optional) I46766093 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-HLXvMa22UJjWBtXvDsHzRTVC7WKRVjwMotuhJMz1nst Scale = 1:34.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 3x6 5x12 4x6 3x4 5x10 MT18HS4x10 3x12 3x12 3x12 3x12 3x4 3x12 2x4 3x6 3x12 4x10 4x10 4x10 4x10 4x10 2-9-8 2-9-8 5-3-8 2-6-0 7-9-8 2-6-0 10-3-8 2-6-0 12-9-8 2-6-0 15-3-8 2-6-0 17-9-8 2-6-0 20-7-0 2-9-8 2-9-8 2-9-8 5-3-8 2-6-0 7-9-8 2-6-0 10-3-8 2-6-0 12-9-8 2-6-0 15-3-8 2-6-0 17-9-8 2-6-0 20-7-0 2-9-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-8,0-1-8], [7:0-3-7,0-2-1], [9:0-3-7,0-2-1], [10:0-3-7,0-2-0], [12:0-3-8,0-2-0], [13:0-3-8,0-2-0], [14:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:0-4-4,0-2-8], [18:0-3-8,0-1-8], [19:0-3-8,0-2-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.62 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.44 0.05 0.06 (loc) 15 15 11 15 l/defl >796 >547 n/a >999 L/d 600 480 n/a 240 PLATES MT20 MT18HS Weight: 379 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E 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)20=0-5-8, 11=0-5-8 Max Horz 20=28(LC 9) Max Uplift 20=-86(LC 6), 11=-87(LC 10) Max Grav 20=4393(LC 1), 11=4486(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4084/353, 1-2=-9187/777, 2-3=-16340/1371, 3-4=-21542/1801, 4-5=-22998/1922, 5-6=-22998/1923, 6-7=-20357/1706, 7-9=-14446/1218, 9-10=-7583/648, 10-11=-4294/372 BOT CHORD 19-20=-49/615, 18-19=-764/9174, 16-18=-1356/16331, 15-16=-1784/21531, 14-15=-1684/20340, 13-14=-1195/14439, 12-13=-624/7580, 11-12=-11/274 WEBS 1-19=-768/9202, 2-19=-3610/328, 2-18=-647/7819, 3-18=-3039/273, 3-16=-472/5725, 4-16=-2437/223, 4-15=-131/1603, 5-15=-2137/200, 6-15=-246/2975, 6-14=-3233/291, 7-14=-557/6717, 7-13=-3761/335, 9-13=-656/7878, 9-12=-4151/374, 10-12=-701/8354 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-19 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 14-5-4, Corner(3) 14-5-4 to 20-5-4 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 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) 20, 11. 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 Continued on page 2 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss MG02 Truss Type MONOPITCH Qty 1 Ply 3 32 Hamlet Job Reference (optional) I46766093 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-HLXvMa22UJjWBtXvDsHzRTVC7WKRVjwMotuhJMz1nst LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-22=-200, 22-23=-850, 10-23=-200, 11-20=-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 32_HAMLET Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766094 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-HLXvMa22UJjWBtXvDsHzRTVE5WPlVoKMotuhJMz1nst Scale = 1:29.8 1 2 4 356 3x4 4x6 3x4 4x6 6-0-0 6-0-0 6-0-0 6-0-0 2-2-45-2-46.00 12 Plate Offsets (X,Y)-- [1:Edge,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 0.29 0.28 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.02 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=83(LC 5) Max Uplift 3=-123(LC 8), 4=-28(LC 8) Max Grav 3=569(LC 1), 4=557(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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=123. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 278 lb down and 66 lb up at 2-0-12, and 278 lb down and 66 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-278(F) 6=-278(F) June 28,2021 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 32_HAMLET Truss T01 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766095 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-EkefnG4J0wzEQAgILHJRWubQZK00zZHfFBNoNFz1nsr Scale = 1:65.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 5x10 MT18HS 3x8 3x4 3x6 3x6 4x6 4x6 3x6 5x10 MT18HS 3x6 6x18 MT18HS 3x4 6x18 MT18HS 3x6 8-0-0 8-0-0 12-4-12 4-4-12 18-9-14 6-5-2 25-3-0 6-5-2 33-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 16-7-8 8-7-8 25-3-0 8-7-8 33-3-0 8-0-0 34-5-8 1-2-8 2-2-46-0-96-2-42-2-46-0-96.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-1-8], [6:0-5-0,0-1-7], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.55 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.01 (loc) 15-16 15-16 9 10-12 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-12,2-16,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-5 max.): 3-6. 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 3-13, 4-13, 6-12 REACTIONS. (size)16=0-3-8, 13=0-3-8, 9=0-3-8 Max Horz 16=-99(LC 8) Max Uplift 16=-54(LC 10), 13=-52(LC 7), 9=-33(LC 11) Max Grav 16=574(LC 23), 13=1935(LC 2), 9=1049(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/75, 3-4=0/407, 4-6=-576/115, 6-7=-1026/102, 2-16=-498/121, 7-9=-975/139 BOT CHORD 12-13=-50/433, 10-12=0/810 WEBS 3-15=0/277, 3-13=-859/47, 4-13=-1405/130, 4-12=0/477, 6-12=-322/27, 7-10=0/649 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=30ft; 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 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 8%, joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 13, 9. 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. June 28,2021 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 32_HAMLET Truss T02 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766096 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-iwC1_c5xnE552KFUu_qg367ckkI4i?IpUr7Mvhz1nsq Scale = 1:59.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 5x8 4x6 3x6 3x6 3x6 4x6 4x8 2x4 3x8 3x6 3x4 4x8 4x8 3x6 3x6 10-0-0 10-0-0 12-4-12 2-4-12 16-7-8 4-2-12 23-3-0 6-7-8 33-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 28-1-4 4-10-4 33-3-0 5-1-12 34-5-8 1-2-8 2-2-47-0-97-2-42-2-47-0-96.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15] 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 0.84 0.82 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.46 0.02 0.01 (loc) 10-11 10-11 10 11-13 l/defl >999 >536 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-15, 7-10 REACTIONS. (size)15=0-3-8, 17=0-3-8, 10=0-3-8 Max Horz 17=-108(LC 8) Max Uplift 15=-20(LC 7), 17=-43(LC 10), 10=-39(LC 11) Max Grav 15=1933(LC 2), 17=601(LC 23), 10=1064(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/335, 5-6=-738/126, 6-7=-893/117, 2-17=-327/121, 8-10=-334/121 BOT CHORD 16-17=-45/272, 13-15=-12/389, 11-13=-12/389, 10-11=-18/785 WEBS 3-16=-339/127, 4-16=0/523, 4-15=-909/10, 5-15=-1264/68, 5-13=0/258, 5-11=-11/511, 3-17=-276/67, 7-10=-958/44 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 5-0-6, Exterior(2R) 5-0-6 to 28-2-10, Exterior(2E) 28-2-10 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 17, 10. 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. June 28,2021 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 32_HAMLET Truss T03 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766097 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-A6mPCy5ZYXDyfUqgSiLvbJgrk7gWRN3yjVsvS8z1nsp Scale = 1:59.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819 6x6 4x6 3x4 3x6 3x6 3x6 3x8 3x6 4x8 3x6 3x6 5x6 3x4 5x6 3x6 6-1-12 6-1-12 12-4-12 6-3-0 21-3-0 8-10-4 27-1-4 5-10-4 33-3-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-5-8 1-2-8 2-2-48-0-98-2-42-2-48-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-12] 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 0.63 0.68 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.39 0.01 0.01 (loc) 13-15 13-15 10 11-13 l/defl >979 >637 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 5-15 REACTIONS. (size)17=0-3-8, 15=0-3-8, 10=0-3-8 Max Horz 17=-118(LC 8) Max Uplift 17=-46(LC 10), 10=-50(LC 11) Max Grav 17=549(LC 23), 15=2096(LC 2), 10=1032(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/97, 3-4=0/463, 4-5=0/366, 5-6=-544/133, 6-7=-700/122, 7-8=-999/100, 2-17=-491/104, 8-10=-972/126 BOT CHORD 11-13=-2/805 WEBS 3-15=-609/106, 4-15=-544/47, 5-15=-1072/86, 5-13=-6/701, 7-13=-384/106, 8-11=0/772 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=30ft; 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 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 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. June 28,2021 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 32_HAMLET Truss T04 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766098 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-eJKoPI6BJrMpHePt0Ps88XDxVX1EAxz5x9cS_az1nso Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x8 5x10 MT18HS 4x8 3x8 3x4 3x6 3x6 3x6 3x6 4x8 3x6 3x6 5x6 3x4 4x6 3x6 6-3-0 6-3-0 12-4-12 6-1-12 19-3-0 6-10-4 27-0-0 7-9-0 33-3-0 6-3-0 -1-2-8 1-2-8 6-3-0 6-3-0 14-0-0 7-9-0 19-3-0 5-3-0 27-0-0 7-9-0 33-3-0 6-3-0 34-5-8 1-2-8 2-2-49-0-99-2-42-2-49-0-96.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [5:0-5-0,0-1-7], [6:0-4-0,0-1-15], [9:0-3-0,0-1-8] 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 0.95 0.58 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.01 0.02 (loc) 14-15 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 3-15, 5-15, 6-14, 8-14 REACTIONS. (size)18=0-3-8, 15=0-3-8, 11=0-3-8 Max Horz 18=128(LC 9) Max Uplift 18=-39(LC 10), 11=-56(LC 11) Max Grav 18=626(LC 23), 15=1949(LC 2), 11=1076(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468/79, 3-5=0/396, 5-6=-470/150, 6-8=-665/131, 8-9=-1085/102, 2-18=-569/107, 9-11=-1022/124 BOT CHORD 15-17=-47/339, 12-14=-13/891 WEBS 3-15=-673/130, 5-15=-1346/80, 5-14=-29/875, 6-14=-281/54, 8-14=-525/121, 2-17=0/306, 9-12=0/881 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=30ft; 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 27-8-13, Interior(1) 27-8-13 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) 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. June 28,2021 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 32_HAMLET Truss T05 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766099 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:50:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-?G7hS?AK7N_6NPIqpySJrawpBYj5r48r5RJDfnz1nsj Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 3x16 MT18HS 5x8 4x8 3x16 MT18HS 3x4 3x6 3x6 3x6 3x6 4x8 3x6 4x6 6x8 4x6 6x8 3x6 6-4-2 6-4-2 12-4-12 6-0-10 17-3-0 4-10-4 25-1-4 7-10-4 33-3-0 8-1-12 -1-2-8 1-2-8 8-1-12 8-1-12 16-0-0 7-10-4 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 34-5-8 1-2-8 2-2-410-0-910-2-42-2-410-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-1-15], [6:0-4-0,0-1-15], [7:0-6-11,0-1-8], [9:0-3-8,Edge], [11:Edge,0-3-8] 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 0.89 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.02 (loc) 11-12 11-12 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-14, 8-14 REACTIONS. (size)18=0-3-8, 15=0-3-8, 11=0-3-8 Max Horz 18=137(LC 9) Max Uplift 18=-27(LC 10), 15=-32(LC 10), 11=-59(LC 11) Max Grav 18=640(LC 23), 15=1904(LC 2), 11=1079(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/65, 3-5=0/359, 5-6=-323/153, 6-8=-503/135, 8-9=-1104/96, 2-18=-582/99, 9-11=-1003/127 BOT CHORD 15-17=-45/252, 12-14=0/893 WEBS 3-15=-720/165, 5-15=-1231/23, 5-14=-53/851, 8-14=-726/131, 8-12=-7/278, 9-12=0/787 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=30ft; 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 25-8-13, Interior(1) 25-8-13 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) 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, 15, 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. June 28,2021 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 32_HAMLET Truss T06 Truss Type Common Qty 3 Ply 1 32 Hamlet Job Reference (optional) I46766100 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-t1NBINDqBcUXs0bb2oXF?Q4TW94gnu9Q03HRoYz1nsf Scale = 1:71.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 3x8 5x10 MT18HS 3x8 3x4 3x6 3x6 3x6 3x6 4x6 4x6 6x8 5x8 5x8 3x8 6-4-2 6-4-2 12-4-12 6-0-10 22-8-2 10-3-6 33-3-0 10-6-14 -1-2-8 1-2-8 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 8-2-0 33-3-0 8-5-8 34-5-8 1-2-8 2-2-410-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-0,0-1-12], [8:0-3-15,0-0-0] 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 0.93 0.76 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.49 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >755 >507 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-13,5-11,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 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 5-13, 7-10 REACTIONS. (size)16=0-3-8, 13=0-3-8, 10=0-3-8 Max Horz 16=-140(LC 8) Max Uplift 16=-36(LC 10), 13=-22(LC 10), 10=-63(LC 11) Max Grav 16=634(LC 23), 13=2018(LC 2), 10=1085(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/82, 3-5=0/396, 5-7=-941/195, 7-8=-315/137, 2-16=-572/111, 8-10=-484/156 BOT CHORD 10-11=-15/853 WEBS 3-13=-729/184, 5-13=-1175/57, 5-11=-79/1015, 7-11=-536/222, 7-10=-846/0 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=30ft; 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 10-7-8, Exterior(2R) 10-7-8 to 22-7-8, Interior(1) 22-7-8 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 8% 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) 16, 13, 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. June 28,2021 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 32_HAMLET Truss T07 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766101 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-E?A4L4Hz086qyoUZqL6QiUoRrAv?SK199L?CUmz1nsa Scale = 1:27.7 1 2 3 4 5 6 10 9 8 7 5x8 4x6 2x4 2x4 3x4 3x6 3x6 3x8 4-0-0 4-0-0 9-3-0 5-3-0 13-3-0 4-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 9-3-0 5-3-0 13-3-0 4-0-0 14-5-8 1-2-8 2-2-44-0-94-2-42-2-44-0-96.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15] 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 0.51 0.23 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.00 0.01 (loc) 8-9 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=79(LC 9) Max Uplift 10=-16(LC 10), 7=-16(LC 11) Max Grav 10=756(LC 1), 7=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/128, 3-4=-474/142, 4-5=-587/128, 2-10=-727/166, 5-7=-727/166 BOT CHORD 8-9=-24/474 WEBS 2-9=-7/512, 5-8=-7/512 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-0-0, Exterior(2R) 4-0-0 to 9-3-0, Exterior(2E) 9-3-0 to 14-5-8 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) 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) 10, 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. June 28,2021 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 32_HAMLET Truss T08 Truss Type Hip Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766102 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-iBkTZQIbmSEhax2lO3efFhKaLaEiBnQJO?kl0Cz1nsZ Scale = 1:31.1 1 2 3 4 5 6 10 9 8 7 5x8 4x6 2x4 2x4 3x4 6x6 6x6 3x8 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 14-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-15], [5:0-3-0,0-1-12] 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 0.59 0.27 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 9-10 9-10 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=-89(LC 8) Max Uplift 10=-28(LC 10), 7=-28(LC 11) Max Grav 10=756(LC 1), 7=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-606/133, 3-4=-447/158, 4-5=-606/133, 2-10=-700/180, 5-7=-699/180 BOT CHORD 8-9=0/447 WEBS 2-9=0/380, 5-8=0/379 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=30ft; 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 8-5-8, Exterior(2E) 8-5-8 to 14-5-8 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) 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) 10, 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. June 28,2021 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 32_HAMLET Truss T09 Truss Type Common Qty 2 Ply 1 32 Hamlet Job Reference (optional) I46766103 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ayzzOoL6qhl63ZMWduibPXVD?BaU7chuJciz9zz1nsV Scale = 1:34.3 1 2 3 4 5 8 7 6 9 10 4x8 2x4 2x4 3x8 6x8 6x8 6-7-8 6-7-8 13-3-0 6-7-8 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 14-5-8 1-2-8 2-2-45-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.34 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-93(LC 8) Max Uplift 8=-30(LC 10), 6=-30(LC 11) Max Grav 8=756(LC 1), 6=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/145, 3-4=-610/145, 2-8=-697/192, 4-6=-697/192 WEBS 2-7=0/347, 4-7=0/347 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=30ft; 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 8-5-8, Exterior(2E) 8-5-8 to 14-5-8 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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. June 28,2021 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 32_HAMLET Truss T10 Truss Type COMMON Qty 3 Ply 1 32 Hamlet Job Reference (optional) I46766104 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-ayzzOoL6qhl63ZMWduibPXVEPBYU7axuJciz9zz1nsV Scale = 1:32.9 1 2 3 4 7 6 5 8 9 5x8 2x4 3x4 4x6 3x8 6x8 8-7-4 8-7-4 13-3-0 4-7-12 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 2-2-45-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.47 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.00 -0.00 (loc) 6-7 6-7 5 6-7 l/defl >748 >376 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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=Mechanical, 6=0-3-8, 7=0-3-8 Max Horz 7=72(LC 7) Max Uplift 5=-46(LC 11), 7=-48(LC 10) Max Grav 5=298(LC 1), 6=524(LC 1), 7=582(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/176, 2-7=-453/217, 4-5=-276/114 WEBS 3-6=-387/101 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=30ft; 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 7-1-4, Exterior(2E) 7-1-4 to 13-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 28,2021 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 32_HAMLET Truss T11 Truss Type Flat Qty 7 Ply 1 32 Hamlet Job Reference (optional) I46766105 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-?Xf61pN_7c7hw055I1GI1A7kTPZiKm0L?axdmIz1nsS Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 3x4 5x12 3x6 4x6 2x4 3x6 5x12 2x4 3x8 2x4 3x12 2x4 4x10 2x4 5x12 2x4 3x4 5x12 2x4 5x12 2x4 3x12 2x4 3x12 3x6 3x6 4x8 3-10-13 3-10-13 7-6-1 3-7-5 11-1-6 3-7-5 14-8-11 3-7-5 18-3-15 3-7-5 21-11-4 3-7-5 25-9-11 3-10-7 29-8-2 3-10-7 33-6-9 3-10-7 37-8-8 4-1-15 3-10-13 3-10-13 7-6-1 3-7-5 11-1-6 3-7-5 14-8-11 3-7-5 18-3-15 3-7-5 21-11-4 3-7-5 25-9-11 3-10-7 29-8-2 3-10-7 33-6-9 3-10-7 37-8-8 4-1-15 2-5-21-4-0Plate Offsets (X,Y)-- [1:0-3-8,0-3-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.56 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.02 0.04 (loc) 22 22-24 19 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-25,3-22,5-22,5-20,8-20: 2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-3-10 oc bracing: 19-20 4-4-2 oc bracing: 17-19. REACTIONS. (size)14=0-3-8, 19=0-5-8, 28=0-4-6 Max Horz 28=36(LC 9) Max Uplift 14=-22(LC 10), 19=-97(LC 6), 28=-36(LC 7) Max Grav 14=484(LC 1), 19=2166(LC 1), 28=800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1186/138, 2-3=-1186/138, 3-4=-1712/194, 4-5=-1712/194, 8-9=-23/320, 9-10=-23/320, 10-12=-609/81, 12-13=-609/81, 13-14=-453/65 BOT CHORD 24-25=-163/1738, 22-24=-163/1738, 21-22=-101/1132, 20-21=-101/1132, 19-20=-1691/191, 17-19=-1691/191, 16-17=-34/476, 15-16=-34/476 WEBS 1-25=-124/1191, 2-25=-300/65, 3-25=-641/69, 4-22=-284/63, 5-22=-68/674, 5-20=-1363/142, 7-20=-263/60, 8-20=-197/1917, 8-19=-2069/249, 8-17=-161/1566, 9-17=-293/67, 10-17=-909/96, 12-15=-336/75, 13-15=-69/659, 1-28=-894/96 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-7-4 to 6-7-4, Exterior(2) 6-7-4 to 31-6-12, Corner(3) 31-6-12 to 37-6-12 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) 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) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 19, 28. 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss T12 Truss Type Flat Qty 3 Ply 1 32 Hamlet Job Reference (optional) I46766106 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-TkDUE9OcuvFYYAgIsknXaNg2Gpzf3LLUEEgAIlz1nsR Scale = 1:20.7 1 2 3 4 5 10 9 8 7 6 2x4 3x6 2x4 3x6 3x4 3x8 2x4 3x4 3x6 3x6 3-1-15 3-1-15 6-2-2 3-0-3 9-2-5 3-0-3 12-4-4 3-1-15 3-1-15 3-1-15 6-2-2 3-0-3 9-2-5 3-0-3 12-4-4 3-1-15 2-5-2LOADING (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 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.20 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=0-3-8, 6=Mechanical Max Horz 10=-25(LC 8) Max Grav 10=563(LC 1), 6=563(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-538/165, 1-2=-625/192, 2-3=-816/241, 3-4=-816/241, 4-5=-625/182, 5-6=-538/171 BOT CHORD 8-9=-192/625, 7-8=-182/625 WEBS 1-9=-205/744, 2-9=-394/146, 4-7=-394/154, 5-7=-217/744 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) C-C wind load user defined. 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) Refer to girder(s) for truss to truss connections. 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) Load case(s) 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=34, 6-10=-8 Horz: 1-10=-19 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-20, 6-10=-13 Horz: 1-10=17 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss T12 Truss Type Flat Qty 3 Ply 1 32 Hamlet Job Reference (optional) I46766106 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-TkDUE9OcuvFYYAgIsknXaNg2Gpzf3LLUEEgAIlz1nsR LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-5=6, 6-10=-8 Horz: 1-10=6 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=6, 6-10=-8 Horz: 1-10=-9 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-5, 6-10=-13 Horz: 1-10=12 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-5, 6-10=-13 Horz: 1-10=-3 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=6, 6-10=-8 Horz: 1-10=4 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=6, 6-10=-8 Horz: 1-10=-8 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=6, 6-10=-8 Horz: 1-10=4 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=6, 6-10=-8 Horz: 1-10=-8 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-5, 6-10=-13 Horz: 1-10=9 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-5, 6-10=-13 Horz: 1-10=-2 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-57, 6-10=-13 Horz: 1-10=9 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-57, 6-10=-13 Horz: 1-10=-2 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-57, 6-10=-13 Horz: 1-10=7 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-57, 6-10=-13 Horz: 1-10=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-19, 6-10=-8 Horz: 1-10=11 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=3, 6-10=-8 Horz: 1-10=-11 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 32_HAMLET Truss T13 Truss Type Roof Special Qty 6 Ply 1 32 Hamlet Job Reference (optional) I46766107 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-P6LFfrQtQXVGnUpg_9p?folD2cVTX9KnhY9HMdz1nsP Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 3x4 6x16 3x6 4x6 2x4 3x6 3x4 12x20 2x4 5x12 2x4 3x12 2x4 3x8 2x4 4x10 2x4 5x12 2x4 2x4 5x12 2x4 3x8 2x4 4x10 3x6 4x8 3-10-3 3-10-3 7-4-13 3-6-11 10-11-8 3-6-11 14-6-3 3-6-11 18-0-13 3-6-11 21-7-8 3-6-11 21-10-4 0-2-12 22-1-0 0-2-12 25-11-0 3-10-0 29-9-0 3-10-0 33-7-0 3-10-0 37-8-8 4-1-8 3-10-33-10-3 7-4-133-6-11 10-11-83-6-11 14-6-33-6-11 18-0-133-6-11 21-7-83-6-11 22-1-00-5-8 25-11-03-10-0 29-9-03-10-0 33-7-03-10-0 37-8-84-1-8 2-5-21-4-0Plate Offsets (X,Y)-- [1:0-7-8,0-3-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.88 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 -0.01 0.05 (loc) 22 22 14 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-20: 2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 28=0-3-8, 29=0-4-6 Max Horz 29=36(LC 9) Max Uplift 14=-30(LC 6), 28=-92(LC 7), 29=-41(LC 6) Max Grav 14=667(LC 1), 28=1848(LC 1), 29=925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1388/159, 2-3=-1388/159, 3-4=-2349/261, 4-5=-2349/261, 5-7=-1113/134, 7-8=-1113/134, 8-9=-715/93, 9-10=-715/93, 10-12=-946/117, 12-13=-946/117, 13-14=-636/84 BOT CHORD 23-25=-206/2146, 22-23=-206/2146, 21-22=-194/2008, 20-21=-194/2008, 19-20=-408/55, 8-28=-1830/225, 17-18=-402/54, 16-17=-105/1149, 15-16=-105/1149 WEBS 1-25=-147/1408, 2-25=-300/64, 3-25=-884/94, 4-22=-280/62, 5-22=-39/398, 5-20=-1044/109, 7-20=-250/60, 8-20=-178/1746, 8-17=-128/1261, 9-17=-276/65, 10-17=-497/52, 12-15=-331/74, 13-15=-109/1039, 1-29=-1030/110 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-7-4 to 6-7-4, Exterior(2) 6-7-4 to 31-6-12, Corner(3) 31-6-12 to 37-6-12 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) 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) 28, 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 28, 29. 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss T14 Truss Type FLAT Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766108 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-P6LFfrQtQXVGnUpg_9p?folKScgcXIenhY9HMdz1nsP Scale = 1:18.4 1 2 3 4 8 7 6 5 910 2x4 6x16 2x4 3x4 3x8 2x4 2x4 3x8 4x6 3-7-4 3-7-4 6-7-4 3-0-0 9-9-0 3-1-12 3-7-4 3-7-4 6-7-4 3-0-0 9-9-0 3-1-12 2-5-21-4-0LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.17 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 6-7 6-7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 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 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 10=0-4-6 Max Horz 10=-17(LC 8) Max Uplift 5=-20(LC 6), 10=-19(LC 7) Max Grav 5=439(LC 1), 10=401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/147, 2-3=-473/147 BOT CHORD 6-7=-143/450, 5-6=-143/450 WEBS 1-7=-149/458, 2-7=-255/121, 3-5=-534/170, 1-10=-452/148 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss T15 Truss Type Flat Qty 5 Ply 1 32 Hamlet Job Reference (optional) I46766109 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-LVS?4XR7y8l_0nz35arTkDqj5QOC?Ec49seORWz1nsN Scale = 1:17.0 1 2 3 6 5 4 78 2x4 6x16 2x4 2x4 3x8 3x4 4x6 2-10-4 2-10-4 5-3-0 2-4-12 2-10-4 2-10-4 5-3-0 2-4-12 2-5-21-4-0LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 5 5 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 8=0-4-6 Max Horz 8=-17(LC 8) Max Uplift 4=-11(LC 6), 8=-10(LC 7) Max Grav 4=228(LC 1), 8=192(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=30ft; 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss T16 Truss Type Flat Qty 2 Ply 1 32 Hamlet Job Reference (optional) I46766110 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-qh0NHtSliStrexYFfHNiHRNsVqYskc7DOWOxzyz1nsM Scale = 1:38.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 2x4 3x12 3x6 3x12 2x4 3x8 5x12 2x4 3x12 2x4 3x8 2x4 2x4 3x12 2x4 5x12 3-10-7 3-10-7 7-7-3 3-8-11 11-3-14 3-8-11 15-0-9 3-8-11 18-9-5 3-8-11 22-7-12 3-10-7 3-10-7 3-10-7 7-7-3 3-8-11 11-3-14 3-8-11 15-0-9 3-8-11 18-9-5 3-8-11 22-7-12 3-10-7 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.77 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.27 0.06 0.06 (loc) 12 12 9 12 l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-15,3-15,3-12,5-12,5-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=30(LC 9) Max Uplift 16=-48(LC 6), 9=-47(LC 7) Max Grav 16=1043(LC 1), 9=1043(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1011/187, 1-2=-1557/258, 2-3=-1557/258, 3-4=-2759/440, 4-5=-2759/440, 5-7=-1557/270, 7-8=-1557/270, 8-9=-1011/184 BOT CHORD 13-15=-359/2459, 12-13=-359/2459, 11-12=-365/2459, 10-11=-365/2459 WEBS 1-15=-291/1761, 2-15=-316/101, 3-15=-1040/158, 3-12=-51/347, 4-12=-297/79, 5-12=-44/347, 5-10=-1040/151, 7-10=-316/100, 8-10=-284/1761 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 16-6-0, Corner(3) 16-6-0 to 22-6-0 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) 16, 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. TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766111 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Jun 28 15:46:03 2021 Page 1 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-P8xuf7tlFFpkRfQQkeZUDou6CXoscgz2duAC?Iz1ifo Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 4x6 3x6 2x4 4x6 3x8 5x12 2x4 2x4 5x12 5x8 3x8 4x6 2x4 4x6 4x6 6-0-0 6-0-0 12-4-12 6-4-12 19-9-14 7-5-2 27-3-0 7-5-2 33-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-4-12 6-4-12 19-9-14 7-5-2 27-3-0 7-5-2 33-3-0 6-0-0 34-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [7:0-4-0,0-1-15], [8:0-3-0,0-1-12], [11:0-3-8,0-1-8] 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 0.50 0.55 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.00 0.06 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)17=413/0-3-8, 14=3777/0-3-8, 10=2039/0-3-8 Max Horz 17=-87(LC 6) Max Uplift17=-129(LC 29), 14=-669(LC 5), 10=-348(LC 9) Max Grav17=531(LC 15), 14=3777(LC 1), 10=2039(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-390/170, 3-4=-279/179, 4-5=-2213/505, 5-6=-2213/505, 6-7=-2216/507, 7-8=-2436/527, 2-17=-478/165, 8-10=-2028/385 BOT CHORD 15-16=-610/183, 14-15=-610/183, 14-18=-610/183, 18-19=-610/183, 19-20=-610/183, 20-21=-610/183, 13-21=-610/183, 12-13=-416/2078, 12-22=-416/2078, 22-23=-416/2078, 11-23=-416/2078 WEBS 3-16=-440/108, 4-16=-65/763, 4-14=-2802/535, 4-13=-706/3330, 6-13=-657/151, 7-13=-59/270, 7-11=-208/496, 8-11=-441/2106 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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 129 lb uplift at joint 17, 669 lb uplift at joint 14 and 348 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 28,2021 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 32_HAMLET Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766111 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Jun 28 15:46:03 2021 Page 2 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-P8xuf7tlFFpkRfQQkeZUDou6CXoscgz2duAC?Iz1ifo NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 549 lb down and 143 lb up at 13-4-8, 253 lb down and 88 lb up at 15-3-12, 253 lb down and 88 lb up at 17-3-12, 253 lb down and 88 lb up at 19-3-12, 253 lb down and 88 lb up at 21-3-12, 253 lb down and 88 lb up at 23-3-12, and 253 lb down and 88 lb up at 25-3-12, and 652 lb down and 266 lb up at 27-2-4 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, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 11=-652 12=-253 18=-549(B) 19=-253 20=-253 21=-253 22=-253 23=-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 32_HAMLET Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 32 Hamlet Job Reference (optional) I46766112 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-iTGu7EVGmgOG7Zs0u7ReRHXYbR19gSYpI8M96jz1nsI Scale = 1:25.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x6 4x6 2x4 2x4 3x8 3x4 3x6 3x6 3x8 2-0-0 2-0-0 11-3-0 9-3-0 13-3-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 6-7-8 4-7-8 11-3-0 4-7-8 13-3-0 2-0-0 14-5-8 1-2-8 2-2-43-0-93-2-42-2-43-0-96.00 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 0.36 0.30 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.06 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=68(LC 7) Max Uplift 11=-181(LC 4), 8=-194(LC 5) Max Grav 11=756(LC 1), 8=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-465/181, 3-4=-396/167, 4-5=-396/177, 5-6=-465/193, 2-11=-804/222, 6-8=-804/239 BOT CHORD 9-10=-256/782 WEBS 4-10=-453/125, 4-9=-453/112, 2-10=-205/587, 6-9=-222/592 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=30ft; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=181, 8=194. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 36 lb up at 2-0-0, 42 lb down and 14 lb up at 4-0-12, 42 lb down and 14 lb up at 6-0-12, 42 lb down and 14 lb up at 8-0-12, and 42 lb down and 14 lb up at 10-0-12, and 49 lb down and 36 lb up at 11-3-0 on top chord, and 26 lb down and 79 lb up at 2-0-0, 25 lb down and 45 lb up at 4-0-12, 25 lb down and 45 lb up at 6-0-12, 25 lb down and 45 lb up at 8-0-12, and 25 lb down and 45 lb up at 10-0-12, and 26 lb down and 79 lb up at 11-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-11=-20 June 28,2021 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 32_HAMLET Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766113 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-AfqGKaWuX_W7kiRDSryt_U4k?rNTPp8yXo5if9z1nsH Scale = 1:18.4 1 2 3 4 8 7 6 5 9 10 11 12 2x4 4x6 2x4 4x6 4x10 2x4 2x4 4x10 3-4-4 3-4-4 6-6-12 3-2-8 9-11-0 3-4-4 3-4-4 3-4-4 6-6-12 3-2-8 9-11-0 3-4-4 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.30 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 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. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-37(LC 4) Max Uplift 8=-213(LC 4), 5=-207(LC 5) Max Grav 8=1750(LC 1), 5=1742(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1641/193, 1-2=-1978/262, 2-3=-1978/262, 4-5=-455/36 BOT CHORD 6-7=-272/2005, 5-6=-272/2005 WEBS 1-7=-299/2235, 2-7=-1005/81, 3-5=-2277/300 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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) except (jt=lb) 8=213, 5=207. 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) 99 lb down and 74 lb up at 1-10-4, 99 lb down and 74 lb up at 3-10-4, and 99 lb down and 74 lb up at 5-10-4, and 99 lb down and 74 lb up at 7-10-4 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-310, 5-8=-13 Continued on page 2 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766113 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:24 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-AfqGKaWuX_W7kiRDSryt_U4k?rNTPp8yXo5if9z1nsH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-95 10=-95 11=-95 12=-95 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 32_HAMLET Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766114 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-bEVPzcYmqvuibA9o7zWab7iGN2NvcAWPDmKMFUz1nsE Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 2x4 4x6 3x6 4x6 2x4 4x8 4x8 2x4 3x8 2x4 4x8 2x4 3x12 2x4 4x10 2x4 2x4 4x10 2x4 4x8 2x4 3x8 2x4 4x8 3x6 4x8 3-10-13 3-10-13 7-6-1 3-7-5 11-1-6 3-7-5 14-8-11 3-7-5 18-3-15 3-7-5 21-11-4 3-7-5 25-9-11 3-10-7 29-8-2 3-10-7 33-6-9 3-10-7 37-8-8 4-1-15 3-10-13 3-10-13 7-6-1 3-7-5 11-1-6 3-7-5 14-8-11 3-7-5 18-3-15 3-7-5 21-11-4 3-7-5 25-9-11 3-10-7 29-8-2 3-10-7 33-6-9 3-10-7 37-8-8 4-1-15 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.38 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.02 (loc) 22-24 22-24 19 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 332 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-19.REACTIONS. (size)26=0-4-6, 14=0-3-8, 19=0-5-8 Max Horz 26=39(LC 5) Max Uplift 26=-49(LC 4), 14=-27(LC 21), 19=-112(LC 5) Max Grav 26=962(LC 1), 14=451(LC 1), 19=2337(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-905/58, 1-2=-1439/78, 2-3=-1439/78, 3-4=-2249/118, 4-5=-2249/118, 8-9=-39/544, 9-10=-39/544, 10-12=-551/49, 12-13=-551/49, 13-14=-410/40 BOT CHORD 24-25=-137/2265, 22-24=-137/2265, 21-22=-85/1402, 20-21=-85/1402, 19-20=-1912/102, 17-19=-1912/102, 16-17=-52/367, 15-16=-52/367 WEBS 1-25=-80/1593, 2-25=-307/49, 3-25=-950/58, 4-22=-277/44, 5-22=-57/975, 5-20=-1705/89, 7-20=-261/43, 8-20=-106/2108, 8-19=-2105/132, 8-17=-70/1548, 9-17=-293/47, 10-17=-1032/50, 12-15=-336/53, 13-15=-39/584 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=30ft; 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) 26, 14 except (jt=lb) 19=112. 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) 257 lb down and 24 lb up at 9-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766114 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-bEVPzcYmqvuibA9o7zWab7iGN2NvcAWPDmKMFUz1nsE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-80, 14-26=-13 Concentrated Loads (lb) Vert: 23=-257(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 32_HAMLET Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766115 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-bEVPzcYmqvuibA9o7zWab7iJh2RCcKsPDmKMFUz1nsE Scale = 1:15.212 4 3 5 2x4 3x4 2x4 4x6 2-0-8 2-0-8 2-0-8 2-0-8 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 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 2-0-8 oc purlins, 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=-15(LC 4), 3=-18(LC 4) Max Grav 4=266(LC 1), 3=327(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=30ft; 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 430 lb down and 29 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-13 Concentrated Loads (lb) Vert: 5=-430(F) TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766116 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-Xcd9NHa0MW8QrUJAEOY2gYncDs_A47?hh4pTKNz1nsC Scale = 1:38.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 2x4 4x8 4x6 4x8 2x4 5x6 8x10 2x4 5x12 2x4 4x10 2x4 2x4 4x10 2x4 5x12 3-10-7 3-10-7 7-7-3 3-8-11 11-3-14 3-8-11 15-0-9 3-8-11 18-9-5 3-8-11 22-7-12 3-10-7 3-10-7 3-10-7 7-7-3 3-8-11 11-3-14 3-8-11 15-0-9 3-8-11 18-9-5 3-8-11 22-7-12 3-10-7 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.65 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.03 0.05 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-14: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-15,3-15,3-12,5-12,5-10,8-10: 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)16=0-3-8, 9=0-3-8 Max Horz 16=-37(LC 4) Max Uplift 16=-89(LC 4), 9=-81(LC 5) Max Grav 16=1792(LC 1), 9=1651(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1719/97, 1-2=-3012/154, 2-3=-3012/154, 3-4=-6423/320, 4-5=-6423/320, 5-7=-2752/140, 7-8=-2752/140, 8-9=-1586/90 BOT CHORD 13-15=-294/5526, 12-13=-294/5526, 11-12=-254/4893, 10-11=-254/4893 WEBS 1-15=-166/3342, 2-15=-297/50, 3-15=-2844/149, 3-13=0/531, 3-12=-53/1014, 5-12=-93/1731, 5-10=-2421/125, 7-10=-275/58, 8-10=-150/3052 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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=30ft; 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) 16, 9. 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) 1357 lb down and 77 lb up at 10-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766116 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-Xcd9NHa0MW8QrUJAEOY2gYncDs_A47?hh4pTKNz1nsC LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-80, 9-16=-13 Concentrated Loads (lb) Vert: 17=-1357(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 32_HAMLET Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766117 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-Xcd9NHa0MW8QrUJAEOY2gYnbos8m4EJhh4pTKNz1nsC Scale = 1:14.912 4 3 2x4 6x6 3x6 4x6 4-8-8 4-8-8 4-8-8 4-8-8 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP No.1 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 Horz 4=-34(LC 6) Max Uplift 4=-68(LC 6), 3=-68(LC 7) Max Grav 4=1365(LC 1), 3=1365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1336/581, 2-3=-1336/581 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, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-605(F=-525), 3-4=-13 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766118 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-T?lvozbHu8O84nTZMpaWmztudfggY?Y_8NIaOFz1nsA Scale = 1:27.0 1 2 3 4 5 10 9 8 7 6 11 12 3x4 4x8 3x4 6x10 2x4 2x4 3x8 2x4 6x10 4x8 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 2-5-2LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.64 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.02 0.05 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,3-9,3-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Horz 10=28(LC 9) Max Uplift 10=-115(LC 6), 6=-114(LC 7) Max Grav 10=2540(LC 1), 6=2540(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2451/601, 1-2=-3874/917, 2-3=-3874/917, 3-4=-3874/926, 4-5=-3874/926, 5-6=-2451/598 BOT CHORD 8-9=-1176/5139, 7-8=-1176/5139 WEBS 1-9=-998/4218, 2-9=-1280/356, 3-9=-1416/329, 3-7=-1416/320, 4-7=-1280/355, 5-7=-988/4218 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 9-10-4, Corner(3) 9-10-4 to 15-10-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=115, 6=114. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 TRUSS TO BE USED FOR ROOF DECK PURPOSES ONLY June 28,2021 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 32_HAMLET Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 32 Hamlet Job Reference (optional) I46766118 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:51:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LPSXNkGbwjMO9nwnKx91nxyQoaD-T?lvozbHu8O84nTZMpaWmztudfggY?Y_8NIaOFz1nsA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-310, 6-10=-13 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