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HomeMy WebLinkAboutGN200.0 - HAM 34 - Truss Stamps - Permitting16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: Design Code: IRC2018/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 115 mph Roof Load: 50.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 49 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf June 28, 2021 Liu, Xuegang The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Truss Design Engineer's Name: Liu, Xuegang My license renewal date for the state of Indiana is July 31, 2022. McKenzie 34 Hamlet IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the 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. Site Information: Lot/Block: Customer: Project Name: McKenzie Subdivision: Address: State: City: Model: No. Seal# Truss Name Date 1 I46766070 CG01 6/28/2021 2 I46766071 GE01 6/28/2021 3 I46766072 GE02 6/28/2021 4 I46766073 GE03 6/28/2021 5 I46766074 GE04 6/28/2021 6 I46766075 GE05 6/28/2021 7 I46766076 GE06 6/28/2021 8 I46766077 GE07 6/28/2021 9 I46766078 GE08 6/28/2021 10 I46766079 GE09 6/28/2021 11 I46766080 J01 6/28/2021 12 I46766081 J02 6/28/2021 13 I46766082 J03 6/28/2021 14 I46766083 J04 6/28/2021 15 I46766084 J05 6/28/2021 16 I46766085 J06 6/28/2021 17 I46766086 M01 6/28/2021 18 I46766087 M03 6/28/2021 19 I46766088 M04 6/28/2021 20 I46766089 M05 6/28/2021 No. Seal# Truss Name Date 21 I46766090 M06 6/28/2021 22 I46766091 M07 6/28/2021 23 I46766092 M08 6/28/2021 24 I46766093 MG02 6/28/2021 25 I46766094 MG03 6/28/2021 26 I46766095 T01 6/28/2021 27 I46766096 T02 6/28/2021 28 I46766097 T03 6/28/2021 29 I46766098 T04 6/28/2021 30 I46766099 T05 6/28/2021 31 I46766100 T06 6/28/2021 32 I46766101 T07 6/28/2021 33 I46766102 T08 6/28/2021 34 I46766103 T09 6/28/2021 35 I46766104 T10 6/28/2021 36 I46766105 T11 6/28/2021 37 I46766106 T12 6/28/2021 38 I46766107 T13 6/28/2021 39 I46766108 T14 6/28/2021 40 I46766109 T15 6/28/2021 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: McKenzie - 34 Hamlet 2 of 2 Site Information: Lot/Block: Project Customer: Project Name: McKenzie Subdivision: Address: State: City, County: No. Seal# Truss Name Date 41 I46766110 T16 6/28/2021 42 I46766111 TG01 6/28/2021 43 I46766112 TG02 6/28/2021 44 I46766113 TG03 6/28/2021 45 I46766114 TG04 6/28/2021 46 I46766115 TG05 6/28/2021 47 I46766116 TG06 6/28/2021 48 I46766117 TG07 6/28/2021 49 I46766118 TG08 6/28/2021 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 34 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 2x42x4 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 June 28,2021 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE02 Truss Type MONOPITCH Qty 1 Ply 1 34 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 4x65x10 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 34 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 2x42x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE04 Truss Type Flat Supported Gable Qty 1 Ply 1 34 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 2x42x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE05 Truss Type Monopitch Supported Gable Qty 2 Ply 1 34 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 2x42x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE06 Truss Type Flat Supported Gable Qty 1 Ply 1 34 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 2x42x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE07 Truss Type Flat Supported Gable Qty 1 Ply 1 34 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 2x42x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE08 Truss Type Flat Supported Gable Qty 1 Ply 1 34 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 2x42x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss GE09 Truss Type Monopitch Supported Gable Qty 2 Ply 1 34 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 5x65x6 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss J01 Truss Type Jack-Open Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss J02 Truss Type Jack-Open Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss J03 Truss Type Jack-Open Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss J04 Truss Type Jack-Open Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss J05 Truss Type Jack-Open Qty 6 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss J06 Truss Type Jack-Open Qty 2 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M01 Truss Type Monopitch Qty 7 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M03 Truss Type Monopitch Qty 4 Ply 1 34 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 4x65x10 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M04 Truss Type MONOPITCH Qty 11 Ply 1 34 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 4x65x10 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M05 Truss Type Monopitch Qty 8 Ply 1 34 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 4x63x16 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M06 Truss Type Monopitch Qty 4 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M07 Truss Type MONOPITCH Qty 4 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss M08 Truss Type MONOPITCH Qty 19 Ply 1 34 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 4x83x8 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss MG02 Truss Type MONOPITCH Qty 1 Ply 3 34 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 3x45x10 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss MG02 Truss Type MONOPITCH Qty 1 Ply 3 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 2 34 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 35 6 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T01 Truss Type Hip Qty 1 Ply 1 34 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 3x63x6 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T02 Truss Type Hip Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T03 Truss Type Hip Qty 1 Ply 1 34 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 1018 19 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T04 Truss Type Hip Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T05 Truss Type Hip Qty 1 Ply 1 34 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 3x63x6 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T06 Truss Type Common Qty 3 Ply 1 34 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 3x63x6 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T07 Truss Type Hip Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T08 Truss Type Hip Qty 1 Ply 1 34 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 2x43x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T09 Truss Type Common Qty 2 Ply 1 34 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 2x43x8 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T10 Truss Type COMMON Qty 3 Ply 1 34 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 2x43x4 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T11 Truss Type Flat Qty 7 Ply 1 34 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 3x65x12 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T12 Truss Type Flat Qty 3 Ply 1 34 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 2x43x6 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T12 Truss Type Flat Qty 3 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T13 Truss Type Roof Special Qty 6 Ply 1 34 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 3-10-3 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 22-1-0 0-5-8 25-11-0 3-10-0 29-9-0 3-10-0 33-7-0 3-10-0 37-8-8 4-1-8 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T14 Truss Type FLAT Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T15 Truss Type Flat Qty 5 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss T16 Truss Type Flat Qty 2 Ply 1 34 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 2x43x85x12 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 34 Hamlet Job Reference (optional) I46766111 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Jun 28 15:46:03 2021 Page 1PROBUILD-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 1018 19 20 21 22 23 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 Grav 17=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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 34 Hamlet Job Reference (optional) I46766111 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Jun 28 15:46:03 2021 Page 2PROBUILD-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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 34 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 4x84x8 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 34 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) 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 34 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 = 1:15.2 1 2 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 34 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 2x45x68x10 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 34 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) 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 34 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 = 1:14.91 2 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 34 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 11/24/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job McKenzie Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 34 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 11/24/21 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 platewidth measured perpendicularto 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 dynamicor 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.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General 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. 6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths11/24/21