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HomeMy WebLinkAboutTRUSS SEALS - OY 14416023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components (Pittsboro, IN). June 15,2022 Garcia, Juan Pages or sheets covered by this seal: I52533101 thru I52533144 My license renewal date for the state of Indiana is July 31, 2022. 22060043-A Perry OYL 144-Roof Trusses IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 =6x8 =2x4 =3x5 =3x6 =6x8 =3x8 =6x8 =5x6 =8x10 =4x8 =6x8 =3x6 =3x5 =2x4 =8x12JUS26JUS26JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 1 24 29 301623151413252612272811 2 10 93 4 8 75 6 0-11-0 -0-11-0 4-10-13 10-1-3 4-10-13 24-9-11 4-10-13 15-0-0 4-10-13 19-10-13 5-2-5 5-2-5 5-2-5 30-0-0 4-10-13 15-0-0 4-10-13 10-1-3 4-10-13 19-10-13 4-10-13 24-9-11 5-2-5 5-2-5 5-2-5 30-0-06-11-60-7-66-10-6Scale = 1:55 Plate Offsets (X, Y):[2:Edge,0-2-3], [10:0-1-9,Edge], [12:0-3-8,0-4-4], [13:0-5-0,0-4-8], [15:0-3-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.26 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.50 12-13 >716 180 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.10 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 318 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-10:2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*3-16,5-15,7-12,9-11:2x4 SPF Stud WEDGE Left: 2x4 SP No.3 Right: 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=4708/0-3-8, 10=6345/0-3-8 Max Horiz 2=87 (LC 12) Max Uplift 2=-81 (LC 8), 10=-96 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-10197/155, 3-5=-10280/162, 5-6=-8286/148, 6-7=-8287/148, 7-9=-11028/175, 9-10=-12929/201 BOT CHORD 2-16=-177/9328, 15-16=-177/9328, 13-15=-126/9460, 12-13=-60/10152, 11-12=-142/11852, 10-11=-142/11852 WEBS 3-16=-282/58, 3-15=-95/331, 5-15=0/2135, 5-13=-2529/115, 6-13=-55/6049, 7-13=-3462/130, 7-12=-12/3043, 9-12=-1923/92, 9-11=0/1405 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 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)Use MiTek JUS26 (With 4-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-11-4 from the left end to 27-11-4 to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-60, 6-10=-60, 17-20=-20 Concentrated Loads (lb) Vert: 14=-782 (F), 15=-782 (F), 12=-782 (F), 23=-782 (F), 24=-782 (F), 25=-782 (F), 26=-782 (F), 27=-782 (F), 28=-782 (F), 29=-782 (F), 30=-782 (F) Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533101TG1Common Girder 1 222060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:01 Page: 1 ID:ATnOg5XKPyvGfyWY6otftsz6PLB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =4x5 =2x4 =3x5 =3x5 =4x5 =3x5 =2x4 =4x5 =3x8 1 11 10 9 82 73 2120 64 5 0-11-0 -0-11-0 4-10-4 10-0-0 4-10-8 14-10-8 5-1-12 5-1-12 5-2-0 20-0-8 6-5-13 13-3-3 6-9-5 6-9-5 6-9-5 20-0-87-7-90-10-20-9-127-6-2Scale = 1:55.6 Plate Offsets (X, Y):[2:0-5-6,0-0-3], [8:0-5-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.03 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.08 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 87 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 11-5,9-5:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)2=858/0-3-8, 8=800/0-4-0 Max Horiz 2=130 (LC 11) Max Uplift 2=-12 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-1002/43, 4-5=-931/96, 5-6=-942/96, 6-8=-1011/44 BOT CHORD 2-11=-110/792, 9-11=0/562, 8-9=-39/803 WEBS 4-11=-236/136, 5-11=-57/376, 5-9=-58/389, 6-9=-245/136 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 5-1-0, Interior (1) 5-1-0 to 10-0-0, Exterior(2R) 10-0-0 to 15-10-3, Interior (1) 15-10-3 to 20-0-8 zone; cantilever left and right exposed ; 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 2. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533102T1Common1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:54 Page: 1 ID:tsKKetFH2atgnGgwimS1uoz6PLZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =4x5 =2x4 =3x5 =3x5 =4x5 =3x5 =2x4 =4x5 =3x8 10 9 8 71 62 19 20 53 4 5-1-12 5-1-12 4-10-4 10-0-0 4-10-8 14-10-8 5-2-0 20-0-8 6-5-13 13-3-3 6-9-5 20-0-8 6-9-5 6-9-50-10-20-9-120-10-27-6-2Scale = 1:55.6 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-5-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.03 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.08 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 10-4,8-4:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=802/0-3-8, 7=802/ Mechanical Max Horiz 1=-123 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1007/44, 3-4=-937/96, 4-5=-944/96, 5-7=-1013/44 BOT CHORD 1-10=-110/798, 8-10=0/563, 7-8=-39/804 WEBS 3-10=-240/136, 4-10=-57/382, 4-8=-58/389, 5-8=-245/136 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 5-10-3, Interior (1) 5-10-3 to 10-0-0, Exterior(2R) 10-0-0 to 15-10-3, Interior (1) 15-10-3 to 20-0-8 zone; cantilever left and right exposed ; 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)Refer to girder(s) for truss to truss connections. 5)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533103T2Common11122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:55 Page: 1 ID:tsKKetFH2atgnGgwimS1uoz6PLZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 Sheet Front1 Ply =3x8 =6x8 =3x5 =4x5 =6x8 =3x8 171 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2 16 3 15 4 14 5 13 6 12 117 108 9 0-11-0 -0-11-0 0-11-0 20-11-0 10-0-0 10-0-0 10-0-0 20-0-0 20-0-07-7-90-10-27-6-2Scale = 1:51.4 Plate Offsets (X, Y):[2:0-3-4,0-0-3], [16:0-3-4,0-3-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 24-9,25-8,26-7,23-10,22-11:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-4-1, Right 2x6 SPF No.2 -- 2-4-1 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)2=150/20-0-0, 16=150/20-0-0, 18=133/20-0-0, 19=99/20-0-0, 20=109/20-0-0, 21=105/20-0-0, 22=108/20-0-0, 23=108/20-0-0, 24=86/20-0-0, 25=108/20-0-0, 26=108/20-0-0, 27=105/20-0-0, 28=109/20-0-0, 30=99/20-0-0, 31=133/20-0-0, 32=150/20-0-0, 36=150/20-0-0 Max Horiz 2=-134 (LC 10), 32=-134 (LC 10) Max Uplift 2=-28 (LC 8), 18=-57 (LC 13), 19=-19 (LC 13), 20=-24 (LC 13), 21=-22 (LC 13), 22=-29 (LC 13), 23=-12 (LC 13), 25=-15 (LC 12),26=-27 (LC 12), 27=-22 (LC 12),28=-24 (LC 12), 30=-18 (LC 12),31=-65 (LC 12), 32=-28 (LC 8) Max Grav 2=166 (LC 20), 16=150 (LC 1), 18=147 (LC 20), 19=100 (LC 20), 20=110 (LC 20), 21=107 (LC 20), 22=110 (LC 20), 23=109 (LC 26),24=123 (LC 22), 25=112 (LC 19),26=109 (LC 19), 27=107 (LC 19),28=111 (LC 19), 30=99 (LC 1),31=156 (LC 19), 32=166 (LC 20),36=150 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-53/18, 3-4=-90/81, 4-5=-82/72, 5-6=-76/72, 6-7=-69/89, 7-8=-69/122, 8-9=-83/147, 9-10=-83/147, 10-11=-69/122, 11-12=-51/87, 12-13=-39/56, 13-14=-45/25, 14-15=-53/31, 15-16=-46/13, 16-17=0/31 BOT CHORD 2-31=-46/111, 30-31=-46/111, 28-30=-46/111, 27-28=-46/111, 26-27=-46/111, 25-26=-46/111, 24-25=-46/111, 23-24=-46/111, 22-23=-46/111, 21-22=-46/111, 20-21=-46/111, 19-20=-46/111, 18-19=-46/111, 16-18=-46/111 WEBS 9-24=-120/42, 8-25=-85/31, 7-26=-82/49, 6-27=-81/41, 5-28=-82/47, 4-30=-78/50, 3-31=-114/82, 10-23=-83/28, 11-22=-84/49, 12-21=-80/41, 13-20=-82/47, 14-19=-78/50, 15-18=-107/79 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 4-8-0, Exterior(2N) 4-8-0 to 10-0-0, Corner(3R) 10-0-0 to 15-10-3, Exterior(2N)15-10-3 to 20-11-0 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 2, 15 lb uplift at joint 25, 27 lb uplift at joint 26, 22 lb uplift at joint 27, 24 lb uplift at joint 28, 18 lb uplift at joint 30, 65 lb uplift at joint 31, 12 lb uplift at joint 23, 29 lb uplift at joint 22, 22 lb uplift at joint 21, 24 lb uplift at joint20, 19 lb uplift at joint 19, 57 lb uplift at joint 18 and 28 lbuplift at joint 2. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 32. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533104TGE1Common Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:03 Page: 1 ID:L2uirDFvpu?XOQF7GTzGR?z6PLY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 Sheet Front1 Ply =3x5 =3x5 =3x5 =3x5 =4x5 =3x5 =3x5 =3x5 1 27 47 46 45 44 43 42 41 40 3938 37 36 35 34 33 32 31 30 29 28 2 26 3 254245236225657721 8 20 9 19 10 18 11 17 12 16 13 15 14 0-11-0 30-11-0 0-11-0 -0-11-0 15-0-0 15-0-0 15-0-0 30-0-0 30-0-06-11-60-7-66-10-6Scale = 1:56.6 Plate Offsets (X, Y):[2:0-2-12,0-5-0], [26:0-2-13,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 159 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 37-14,39-13,40-12,36-15,35-16:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=174/30-0-0, 26=174/30-0-0, 28=218/30-0-0, 29=61/30-0-0,30=116/30-0-0, 31=105/30-0-0,32=107/30-0-0, 33=107/30-0-0,34=106/30-0-0, 35=108/30-0-0,36=109/30-0-0, 37=89/30-0-0,39=109/30-0-0, 40=108/30-0-0,41=106/30-0-0, 42=107/30-0-0, 43=107/30-0-0, 44=105/30-0-0, 45=116/30-0-0, 46=61/30-0-0, 47=218/30-0-0, 48=174/30-0-0, 52=174/30-0-0 Max Horiz 2=82 (LC 12), 48=82 (LC 12) Max Uplift 2=-3 (LC 13), 28=-37 (LC 13), 29=-4 (LC 13), 30=-15 (LC 13), 31=-13 (LC 13), 32=-13 (LC 13), 33=-13 (LC 13), 34=-12 (LC 13), 35=-17 (LC 13), 36=-5 (LC 13), 39=-8 (LC 12), 40=-16 (LC 12), 41=-12 (LC 12), 42=-13 (LC 12), 43=-13 (LC 12), 44=-13 (LC 12), 45=-15 (LC 12), 46=-1 (LC 12), 47=-43 (LC 12), 48=-3 (LC 13) Max Grav 2=174 (LC 1), 26=174 (LC 1), 28=219 (LC 26), 29=61 (LC 1), 30=117 (LC 26), 31=105 (LC 1), 32=107 (LC 26), 33=107 (LC 26), 34=106 (LC 1), 35=108 (LC 26), 36=109 (LC 26), 37=109 (LC 22), 39=109 (LC 25), 40=108 (LC 25), 41=106 (LC 1), 42=107 (LC 25), 43=107 (LC 25), 44=105 (LC 1), 45=117 (LC 25), 46=61 (LC 1), 47=219 (LC 25), 48=174 (LC 1), 52=174 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-4=-97/51, 4-6=-69/48, 6-7=-55/58, 7-8=-47/68, 8-9=-38/78, 9-10=-47/94, 10-11=-57/113, 11-12=-67/132, 12-13=-78/152, 13-14=-86/167,14-15=-86/167, 15-16=-78/152,16-17=-67/132, 17-18=-57/113,18-19=-47/94, 19-20=-38/75, 20-21=-33/56,21-22=-31/35, 22-24=-42/15, 24-26=-97/22,26-27=0/21 BOT CHORD 2-47=-27/84, 46-47=-27/84, 45-46=-27/84, 44-45=-27/84, 43-44=-27/84, 42-43=-27/84, 41-42=-27/84, 40-41=-27/84, 39-40=-27/84, 37-39=-27/84, 36-37=-27/84, 35-36=-27/84, 34-35=-27/84, 33-34=-27/84, 32-33=-27/84, 31-32=-27/84, 30-31=-27/84, 29-30=-27/84, 28-29=-27/84, 26-28=-27/84 WEBS 14-37=-88/21, 13-39=-83/24, 12-40=-81/38, 11-41=-79/33, 10-42=-80/34, 9-43=-80/34, 8-44=-79/33, 7-45=-85/38, 6-46=-54/36, 4-47=-152/103, 15-36=-83/23, 16-35=-81/38, 17-34=-79/33, 18-33=-80/34, 19-32=-80/34, 20-31=-79/33, 21-30=-85/38, 22-29=-54/36, 24-28=-152/101 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 4-11-3, Exterior(2N) 4-11-3 to 15-0-0, Corner(3R) 15-0-0 to 20-10-3, Exterior (2N) 20-10-3 to 30-11-0 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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. Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533105TGE2Common Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:03 Page: 1 ID:HR?SGvH9LVFFekPVNu?kWQz6PLW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 3 lb uplift at joint 2, 8 lb uplift at joint 39, 16 lb uplift at joint 40, 12 lb uplift at joint 41, 13 lb uplift at joint 42, 13 lb uplift at joint 43, 13 lb uplift at joint 44, 15 lb uplift at joint 45, 1 lb uplift at joint 46, 43 lb uplift at joint 47, 5 lb uplift at joint 36, 17 lb uplift at joint 35, 12 lb uplift at joint 34, 13 lb uplift at joint 33, 13 lb uplift at joint 32, 13 lb uplift at joint 31, 15 lb uplift at joint 30, 4 lb uplift at joint 29, 37 lb uplift at joint 28 and 3 lb uplift at joint 2. 9)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 26, 52. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533105TGE2Common Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:03 Page: 2 ID:HR?SGvH9LVFFekPVNu?kWQz6PLW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 =4x6 =3x5 =2x4 =3x5 =3x5 =3x5 =4x8 =3x5 =3x5 =2x4 =3x5 =4x6 1 11 14 13 12 2 10 3 9 2623 4 8 24 2557 6 0-11-0 30-11-0 0-11-0 -0-11-0 7-4-4 15-0-0 7-4-4 22-4-4 7-7-12 7-7-12 7-7-12 30-0-0 9-9-11 19-10-13 10-1-3 30-0-0 10-1-3 10-1-36-11-60-7-66-10-6Scale = 1:56.6 Plate Offsets (X, Y):[2:Edge,0-0-0], [10:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.16 12-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.38 12-14 >936 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.08 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 14-6,12-6:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1255/0-3-8, 10=1255/0-3-8 Max Horiz 2=82 (LC 12) Max Uplift 2=-27 (LC 12), 10=-27 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-4=-2189/86, 4-6=-2013/91, 6-8=-2013/91, 8-10=-2189/86, 10-11=0/21 BOT CHORD 2-14=-162/2020, 12-14=0/1379, 10-12=-100/2020 WEBS 4-14=-440/161, 6-14=-19/690, 6-12=-19/690, 8-12=-440/161 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) -0-11-0 to 4-11-3, Interior (1)4-11-3 to 15-0-0, Exterior(2R) 15-0-0 to 20-10-3, Interior(1) 20-10-3 to 30-11-0 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533106T4Common4122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:55 Page: 1 ID:L2uirDFvpu?XOQF7GTzGR?z6PLY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =5x10 =3x5 =2x4 =8x10 =5x8 =8x10 =4x5 =3x5 =6x10 HUS26 HUS26 HUS26 HUS26 HUS26 1 18 9 19 8 20 21 72 3 4 6 5 0-11-0 -0-11-0 2-8-12 8-5-12 2-8-12 5-9-0 3-0-4 11-6-0 3-0-4 3-0-4 3-7-11 7-6-13 3-11-3 3-11-3 3-11-3 11-6-04-9-90-10-24-8-2Scale = 1:40.9 Plate Offsets (X, Y):[2:0-5-9,0-0-6], [7:Edge,0-5-11], [8:0-5-0,0-4-12], [9:0-5-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.05 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.10 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPFStud -- 3-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=5311/0-3-8, 7=5758/0-3-8 Max Horiz 2=78 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-4=-6572/0, 4-5=-6489/0, 5-6=-6620/0, 6-7=-4555/0 BOT CHORD 2-9=0/5326, 8-9=0/3949, 7-8=0/5445 WEBS 5-8=0/3936, 6-8=-45/225, 5-9=-229/3697, 4-9=-15/279 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 0-9-0oc.Bottom chords connected as follows: 2x6 - 3 rowsstaggered at 0-8-0 oc.Web 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 beenprovided to distribute only loads noted as (F) or (B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-60, 5-7=-60, 10-14=-20 Concentrated Loads (lb) Vert: 9=-2017 (B), 18=-2017 (B), 19=-2017 (B), 20=-2021 (B), 21=-2021 (B) Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533107TG2Common Girder 1 222060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:02 Page: 1 ID:egKmuRYy9G17H65kgWOuP3z6PLA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812Sheet Front 1 Ply =3x8 =4x5 =3x8 1 19 18 17 16 15 14 13 12 11 102 93 84 75 20 6 0-11-0 -0-11-0 5-9-0 11-6-0 5-9-0 5-9-0 11-6-04-9-90-10-24-8-2Scale = 1:35.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 (lb/size)11=57/11-6-0, 12=134/11-6-0, 13=99/11-6-0, 14=112/11-6-0, 15=95/11-6-0, 16=110/11-6-0, 17=108/11-6-0, 18=99/11-6-0, 19=147/11-6-0 Max Horiz 19=94 (LC 9) Max Uplift 11=-11 (LC 9), 12=-46 (LC 13), 13=-20 (LC 13), 14=-19 (LC 13), 16=-20 (LC 12), 17=-19 (LC 12), 18=-48 (LC 12), 19=-20 (LC 8) Max Grav 11=69 (LC 19), 12=151 (LC 20), 13=100 (LC 26), 14=114 (LC 20), 15=108 (LC 22), 16=114 (LC 19), 17=108 (LC 1), 18=128 (LC 19), 19=147 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-19=-129/92, 1-2=0/35, 2-3=-72/55, 3-4=-48/73, 4-5=-61/123, 5-6=-79/164, 6-7=-79/161, 7-8=-61/118, 8-9=-42/68, 9-10=-48/42, 10-11=-50/19 BOT CHORD 18-19=-35/41, 17-18=-35/41, 16-17=-35/41, 15-16=-35/41, 14-15=-35/41, 13-14=-35/41, 12-13=-35/41, 11-12=-35/41 WEBS 6-15=-124/27, 5-16=-86/58, 4-17=-82/79, 3-18=-88/74, 7-14=-86/64, 8-13=-75/73, 9-12=-107/97 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 4-11-3, Exterior(2N) 4-11-3 to 5-9-0, Corner(3E) 5-9-0 to 11-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 19, 11 lb uplift at joint 11, 20 lb uplift at joint 16, 19 lb uplift at joint 17, 48 lb uplift at joint 18, 19 lb uplift at joint 14, 20 lb uplift at joint 13 and 46 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533108TGE3Common Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:04 Page: 1 ID:HR?SGvH9LVFFekPVNu?kWQz6PLW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =8x10 =3x8 =3x8 =8x10 =10x12=5x6 =3x8 =3x8 =8x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 17 18 10 19 9 20 8 21 22 723 24 2562 53 4 0-11-0 -0-11-0 4-5-12 9-3-0 4-5-12 13-8-12 4-9-4 4-9-4 4-9-4 18-6-0 4-5-12 9-3-0 4-5-12 13-8-12 4-9-4 4-9-4 4-9-4 18-6-05-4-150-8-45-3-12Scale = 1:44 Plate Offsets (X, Y):[2:0-4-11,Edge], [6:0-4-11,Edge], [7:0-5-12,0-1-8], [8:0-6-0,0-6-4], [10:0-5-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.11 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.22 8-10 >989 180 BCLL 0.0 Rep Stress Incr Yes WB 0.79 Horz(CT)0.04 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 319 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 8-4:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2Right: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=9055/0-3-8, 6=10507/0-3-8 Max Horiz 2=69 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-14945/0, 3-4=-11198/0, 4-5=-11198/0, 5-6=-14981/0 BOT CHORD 2-10=0/13332, 8-10=0/13332, 7-8=0/13360, 6-7=0/13360 WEBS 4-8=0/9646, 5-8=-3932/182, 5-7=-47/3485, 3-8=-3899/176, 3-10=-43/3445 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 2 rowsstaggered at 0-4-0 oc.Bottom chords connected as follows: 2x8 - 4 rowsstaggered at 0-4-0 oc.Web 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 LOADCASE(S) section. Ply to ply connections have beenprovided to distribute only loads noted as (F) or (B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)The Fabrication Tolerance at joint 2 = 8%, joint 6 = 8% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 18-0-12 to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-6=-60, 11-14=-20 Concentrated Loads (lb) Vert: 17=-2017 (F), 18=-2017 (F), 19=-2017 (F), 20=-2021 (F), 21=-2021 (F), 22=-1982 (F), 23=-1982 (F), 24=-1982 (F), 25=-1987 (F) Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533109TG3Common Girder 1 322060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:02 Page: 1 ID:6su95mZawa9_uGfwEDw7yHz6PL9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612Sheet Front 1 Ply =3x5 =3x5 =3x5 =4x5 =3x5 =3x5 171 2928 27 26 25 24 23 22 21 20 19 18 162 153414 5 13 3938612 7 11 8 10 9 0-11-0 -0-11-0 0-11-0 19-5-0 9-3-0 9-3-0 9-3-0 18-6-0 18-6-05-4-150-8-45-3-12Scale = 1:41.9 Plate Offsets (X, Y):[2:0-2-4,0-0-1], [16:0-3-2,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPFStud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=167/18-6-0, 16=167/18-6-0, 18=180/18-6-0, 19=80/18-6-0, 20=112/18-6-0, 21=106/18-6-0, 22=109/18-6-0, 23=82/18-6-0, 24=109/18-6-0, 25=106/18-6-0, 26=112/18-6-0, 27=80/18-6-0, 29=180/18-6-0, 30=167/18-6-0, 34=167/18-6-0 Max Horiz 2=-63 (LC 13), 30=-63 (LC 13) Max Uplift 2=-3 (LC 13), 18=-39 (LC 13), 19=-8 (LC 13), 20=-17 (LC 13), 21=-18 (LC 13), 22=-10 (LC 13), 24=-12 (LC 12), 25=-18 (LC 12), 26=-17 (LC 12), 27=-6 (LC 12), 29=-44 (LC 12), 30=-3 (LC 13) Max Grav 2=167 (LC 1), 16=167 (LC 1), 18=181 (LC 26), 19=80 (LC 1), 20=112 (LC 26), 21=106 (LC 26), 22=110 (LC 26), 23=98 (LC 22), 24=110 (LC 25), 25=106 (LC 25), 26=112 (LC 25), 27=80 (LC 1), 29=181 (LC 25), 30=167 (LC 1), 34=167 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/25, 2-4=-75/39, 4-5=-55/45, 5-6=-44/63, 6-7=-45/89, 7-8=-58/116, 8-9=-69/139, 9-10=-69/139, 10-11=-58/116, 11-12=-45/90, 12-13=-39/61, 13-14=-46/32, 14-16=-75/21, 16-17=0/25 BOT CHORD 2-29=-18/77, 27-29=-18/77, 26-27=-18/77, 25-26=-18/77, 24-25=-18/77, 23-24=-18/77, 22-23=-18/77, 21-22=-18/77, 20-21=-18/77, 19-20=-18/77, 18-19=-18/77, 16-18=-18/77 WEBS 9-23=-81/18, 8-24=-83/33, 7-25=-80/46, 6-26=-82/49, 5-27=-65/48, 4-29=-127/100, 10-22=-83/33, 11-21=-80/45, 12-20=-82/48, 13-19=-65/48, 14-18=-127/98 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 4-11-3, Exterior(2N) 4-11-3 to 9-3-0, Corner(3R) 9-3-0 to 15-1-3, Exterior(2N) 15-1-3 to 19-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 2, 12 lb uplift at joint 24, 18 lb uplift at joint 25, 17 lb uplift at joint 26, 6 lb uplift at joint 27, 44 lb uplift at joint 29, 10 lb uplift at joint 22, 18 lb uplift at joint 21, 17 lb uplift at joint 20, 8 lb uplift at joint 19, 39 lb uplift at joint 18 and 3 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533110TGE4Common Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:04 Page: 1 ID:ldZqUFIn6pO6Fu_ixcWz3ez6PLV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 Sheet Back1 Ply =3x5 =3x5 =5x6 =3x6 =5x6 =5x6 =5x6 =3x5 =3x5595857565554535251504948474645444342414039383736353433 32 1 2 3 4 5 6 78 9 10 11 12 13 14 15 31301629172818 271920212223242526 5-2-8 36-4-8 9-6-9 31-2-0 21-7-7 21-7-7 36-4-811-6-00-8-48-10-120-3-80-3-811-2-811-6-0Scale = 1:69.7 Plate Offsets (X, Y):[1:0-3-2,0-0-5], [8:0-2-4,0-3-4], [19:0-3-0,0-2-0], [27:0-3-0,0-2-0], [44:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)-0.01 32 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 329 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except*54-9,55-7,56-6,57-5,58-4,59-3:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-6-0 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.): 19-27. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 31-32, 27-36, 26-37, 25-38, 24-39, 23-40, 22-41, 21-42, 20-43, 18-44, 17-45, 16-46, 15-47, 28-35, 29-34, 30-33 REACTIONS (lb/size)1=60/36-4-8, 32=36/36-4-8, 33=100/36-4-8, 34=109/36-4-8, 35=109/36-4-8, 36=101/36-4-8, 37=109/36-4-8, 38=107/36-4-8, 39=107/36-4-8, 40=107/36-4-8, 41=107/36-4-8, 42=106/36-4-8, 43=108/36-4-8, 44=107/36-4-8, 45=105/36-4-8, 46=107/36-4-8, 47=107/36-4-8, 49=107/36-4-8, 50=107/36-4-8, 51=107/36-4-8, 52=106/36-4-8, 53=108/36-4-8, 54=106/36-4-8, 55=107/36-4-8, 56=106/36-4-8, 57=110/36-4-8, 58=94/36-4-8, 59=150/36-4-8, 60=60/36-4-8 Max Horiz 1=273 (LC 11), 60=273 (LC 11) Max Uplift 1=-8 (LC 10), 32=-15 (LC 8), 33=-29 (LC 8), 34=-31 (LC 13), 35=-11 (LC 13), 36=-6 (LC 9), 37=-9 (LC 9), 38=-8 (LC 8), 39=-6 (LC 8), 40=-6 (LC 9), 41=-8 (LC 8), 42=-8 (LC 9), 43=-14 (LC 9), 44=-3 (LC 12), 45=-21 (LC 12), 46=-16 (LC 12), 47=-16 (LC 12), 49=-16 (LC 12), 50=-16 (LC 12), 51=-16 (LC 12), 52=-16 (LC 12), 53=-16 (LC 12), 54=-15 (LC 12), 55=-16 (LC 12), 56=-15 (LC 12), 57=-20 (LC 12), 59=-88 (LC 12), 60=-8 (LC 10) Max Grav 1=165 (LC 9), 32=46 (LC 20), 33=120 (LC 20), 34=109 (LC 1), 35=109 (LC 26), 36=101 (LC 26), 37=109 (LC 26), 38=108 (LC 25), 39=107 (LC 1), 40=107 (LC 1), 41=108 (LC 26), 42=108 (LC 26), 43=108 (LC 25), 44=107 (LC 25), 45=105 (LC 1), 46=107 (LC 1), 47=107 (LC 25), 49=107 (LC 25), 50=107 (LC 1), 51=107 (LC 1), 52=106 (LC 1), 53=108 (LC 1), 54=106 (LC 1), 55=107 (LC 25), 56=106 (LC 1), 57=110 (LC 25), 58=94 (LC 1), 59=150 (LC 25), 60=165 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-317/190, 3-4=-267/159, 4-5=-250/156, 5-6=-225/147, 6-7=-201/139, 7-9=-178/131, 9-10=-166/123, 10-11=-159/114, 11-12=-152/106, 12-13=-145/98, 13-14=-138/116, 14-15=-131/140, 15-16=-124/164, 16-17=-118/187, 17-18=-126/213, 18-19=-127/225, 19-20=-116/215, 20-21=-116/215, 21-22=-116/215, 22-23=-116/215, 23-24=-116/215, 24-25=-116/215, 25-26=-116/215, 26-27=-116/214, 27-28=-130/223, 28-29=-123/192, 29-30=-115/158, 30-31=-136/160, 31-32=-129/148 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533111TGE5Piggyback Base Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:05 Page: 1 ID:2F0vWSarSBPi8apJLeyb1iz6PL7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. BOT CHORD 1-59=-89/100, 58-59=-89/100,57-58=-89/100, 56-57=-89/100, 55-56=-89/100, 54-55=-89/100, 53-54=-89/100, 52-53=-89/100, 51-52=-89/100, 50-51=-89/100, 49-50=-89/100, 47-49=-89/100, 46-47=-89/100, 45-46=-89/100, 43-45=-89/100, 42-43=-89/100, 41-42=-89/100, 40-41=-89/100, 39-40=-89/100, 38-39=-89/100, 37-38=-89/100, 36-37=-89/100, 35-36=-89/100, 34-35=-89/100, 33-34=-89/100, 32-33=-89/100 WEBS 27-36=-74/23, 26-37=-83/25, 25-38=-81/29,24-39=-80/27, 23-40=-80/26, 22-41=-81/30, 21-42=-82/24, 20-43=-80/31, 18-44=-80/28, 17-45=-80/43, 16-46=-80/37, 15-47=-80/37, 14-49=-80/37, 13-50=-80/37, 12-51=-80/37, 11-52=-80/37, 10-53=-81/37, 9-54=-79/36, 7-55=-80/37, 6-56=-80/48, 5-57=-81/63, 4-58=-74/49, 3-59=-103/107, 28-35=-83/57, 29-34=-82/66, 30-33=-90/96 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 5-10-0, Exterior(2N) 5-10-0 to 21-7-7, Corner(3R) 21-7-7 to 27-5-11, Exterior(2N) 27-5-11 to 31-2-0, Corner(3E) 31-2-0 to 36-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 32, 8 lb uplift at joint 1, 6 lb uplift at joint 36, 9 lb uplift at joint 37, 8 lb uplift at joint 38, 6 lb uplift at joint 39, 6 lb uplift at joint 40, 8 lb uplift at joint 41, 8 lb uplift at joint 42, 14 lb uplift at joint 43, 3 lb uplift at joint 44, 21 lb uplift at joint 45, 16 lb uplift at joint 46, 16 lb uplift at joint 47, 16 lb uplift at joint 49, 16 lb uplift at joint 50, 16 lb uplift at joint 51, 16 lb uplift at joint 52, 16 lb uplift at joint 53, 15 lb uplift at joint 54, 16 lb uplift at joint 55, 15 lb uplift at joint 56, 20 lb uplift at joint 57, 88 lb uplift at joint 59, 11 lb uplift at joint 35, 31 lb uplift at joint 34, 29 lb uplift at joint 33 and 8 lb uplift at joint 1. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533111TGE5Piggyback Base Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:05 Page: 2 ID:2F0vWSarSBPi8apJLeyb1iz6PL7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 Sheet Front1 Ply =3x6 =3x5 =6x8 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 10 9 8 7 6 1 2 3 4 5 5-8-10 1-8-10 1-8-10 4-0-0 5-8-107-10-135-0-87-10-13Scale = 1:53.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horiz(TL)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-6:2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. REACTIONS (lb/size)6=39/5-8-10, 7=109/5-8-10, 8=103/5-8-10, 9=132/5-8-10, 10=52/5-8-10 Max Horiz 10=209 (LC 9) Max Uplift 6=-23 (LC 11), 7=-13 (LC 12), 8=-18 (LC 12), 9=-374 (LC 9), 10=-208 (LC 10) Max Grav 6=43 (LC 19), 7=109 (LC 1), 8=103 (LC 1), 9=282 (LC 10), 10=432 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-1118/716, 1-2=-259/170, 2-3=-213/162, 3-4=-153/142, 4-5=-113/132, 5-6=-72/71 BOT CHORD 9-10=-415/325, 8-9=-101/135, 7-8=-101/135, 6-7=-101/135 WEBS 4-7=-80/100, 3-8=-79/121, 2-9=-98/120, 1-9=-712/1109 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 10, 23 lb uplift at joint 6, 13 lb uplift at joint 7, 18 lb uplift at joint 8 and 374 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533112VBValley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:11 Page: 1 ID:WA2s9_OoDGOzD6bEPHfrNKz6PLN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =4x6 =3x5 =2x4 =3x5 =3x6 =3x5 =3x5 =3x6 =3x6 =5x6 =3x8 =3x5 =5x8 =5x6 =4x6 =2x4161514131211 10 1 2 21 3 4 22 5 9 8623724 4-9-4 26-4-12 4-9-4 31-2-0 5-2-8 36-4-8 7-1-5 14-6-2 7-1-5 21-7-7 7-4-13 7-4-13 5-4-4 36-4-8 7-1-5 14-6-2 7-3-1 21-9-3 7-4-13 7-4-13 9-3-1 31-0-411-6-00-8-48-10-120-3-80-3-811-2-811-6-0Scale = 1:74.8 Plate Offsets (X, Y):[1:0-4-2,0-0-1], [6:0-4-0,0-2-8], [8:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.17 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.38 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.08 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or3-1-12 oc purlins, except end verticals, and2-0-0 oc purlins (5-4-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-12, 7-11, 8-11, 9-10 REACTIONS (lb/size)1=1449/0-3-8, 10=1449/0-3-8 Max Horiz 1=273 (LC 11) Max Uplift 1=-45 (LC 12), 10=-4 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2463/99, 3-5=-1988/116, 5-6=-1383/129, 6-7=-1142/145, 7-8=-592/139, 8-9=-728/136, 9-10=-1416/87 BOT CHORD 1-16=-293/2139, 15-16=-217/2139, 12-15=-184/1702, 11-12=-119/929, 10-11=-85/97 WEBS 3-16=0/262, 3-15=-506/100, 5-15=0/469, 5-12=-818/139, 6-12=0/326, 7-12=-46/572, 7-11=-906/99, 8-11=-54/140, 9-11=-61/1138 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 5-10-3, Interior (1) 5-10-3 to 21-7-7, Exterior(2R) 21-7-7 to 29-10-12, Interior (1) 29-10-12 to 31-2-0, Exterior(2E) 31-2-0 to 36-2-12 zone; cantilever left and right exposed ; 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 10. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533113T6Piggyback Base 7 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:55 Page: 1 ID:mv5G23VS61XioVnzRgKyFDz6PLE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =5x8 =3x6 =3x5 =6x10 =3x6 =4x5 =8x10 =8x10 =2x4 =2x4 =3x6 =5x6 =4x8 =3x5 =5x8 =5x6 =4x6 =2x4 1 15 14 13 12 1118 2 17 16 3 23 4 22 5 24 6 10 7 25 8 26 9 0-11-0 -0-11-0 1-6-7 10-10-11 4-9-4 26-4-12 4-9-4 31-2-0 5-0-13 21-7-7 5-8-0 16-6-10 9-4-3 9-4-3 5-2-8 36-4-8 0-5-8 2-3-8 1-10-0 1-10-0 5-4-4 36-4-8 5-4-5 21-9-3 7-0-11 9-4-3 7-0-11 16-4-14 9-3-1 31-0-411-11-50-8-48-10-121-0-011-6-0Scale = 1:79.5 Plate Offsets (X, Y):[2:0-0-1,Edge], [3:0-7-5,Edge], [3:0-1-2,0-2-10], [7:0-3-0,0-2-0], [9:0-3-0,0-2-0], [16:0-3-12,0-5-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.17 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.39 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.15 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 300 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-5:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-18,18-3:2x6 SP 2400F 2.0E, 3-16:2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-17:2x4 SPF Stud LBR SCAB 1-5 SP 2400F 2.0E one side BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-13, 8-12, 9-12, 10-11 REACTIONS (lb/size)2=1505/0-3-8, 11=1448/0-3-8 Max Horiz 2=281 (LC 11) Max Uplift 2=-57 (LC 12), 11=-3 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-895/25, 3-4=-3135/152, 4-6=-2078/133, 6-7=-2016/222, 7-8=-1135/142, 8-9=-592/138, 9-10=-727/135, 10-11=-1415/87 BOT CHORD 2-18=-82/374, 3-18=-49/455, 3-17=-283/2822, 16-17=-283/2823, 15-16=0/64, 6-16=-329/138, 13-15=-22/130, 12-13=-119/929, 11-12=-85/97 WEBS 4-17=0/462, 4-16=-1220/164, 13-16=-107/1041, 7-16=-167/1306, 7-13=-571/132, 8-13=-40/559, 8-12=-909/100, 9-12=-53/140, 10-12=-60/1137 NOTES 1)Attached 13-6-0 scab 1 to 5, front face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-3 from end at joint 1, nail 2row(s) at 2" o.c. for 4-3-11. 2)Unbalanced roof live loads have been considered for this design. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-11-3, Interior (1) 4-11-3 to 21-7-7, Exterior(2R) 21-7-7 to 29-10-12, Interior (1) 29-10-12 to 31-2-0, Exterior(2E) 31-2-0 to36-2-12 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 11. This connection is for uplift only and does not consider lateral forces. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533114T7Piggyback Base 3 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:56 Page: 1 ID:G8XV7lY9cUfjK7rZMUJKPOz6Pos-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 Sheet Front1 Ply =4x5 =3x5 =5x6 =3x6 =3x6 =5x6 =5x6 =3x6 =3x6 =3x5 =3x5 84 83 82 81 80 79 78 77 76 75 747372 71 70 696867 66 65 64 63 62 61 60 59 58 57 565554 53 52 51 50 49 48 47 46 45 44 1 2 433424415406397388379361035113412331332143115301629172818271920212223242526 9-6-9 31-2-0 20-0-0 51-2-0 21-7-7 21-7-7 51-2-00-8-41-6-011-6-0Scale = 1:87 Plate Offsets (X, Y):[1:0-2-4,0-0-5], [8:0-2-4,0-3-4], [19:0-3-0,0-2-0], [27:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 44 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 418 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except*79-9,80-7,81-6,82-5,83-4,84-3,50-36,49-37,48-39,47-40,46-41,45-42:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-6-0 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.): 19-27. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 27-60, 26-61, 25-62,24-63, 23-64, 22-65,21-66, 20-67, 18-69,17-70, 16-71, 15-72,28-59, 29-58, 30-57,31-56 REACTIONS (lb/size)1=64/51-2-0, 44=46/51-2-0, 45=104/51-2-0, 46=108/51-2-0, 47=106/51-2-0, 48=107/51-2-0, 49=107/51-2-0, 50=106/51-2-0, 51=108/51-2-0, 52=106/51-2-0, 53=107/51-2-0, 54=107/51-2-0, 56=107/51-2-0, 57=107/51-2-0, 58=107/51-2-0, 59=109/51-2-0, 60=99/51-2-0, 61=109/51-2-0, 62=107/51-2-0, 63=107/51-2-0, 64=107/51-2-0, 65=107/51-2-0, 66=107/51-2-0, 67=104/51-2-0, 69=106/51-2-0, 70=107/51-2-0, 71=107/51-2-0, 72=107/51-2-0, 74=107/51-2-0, 75=107/51-2-0, 76=107/51-2-0, 77=106/51-2-0, 78=108/51-2-0, 79=106/51-2-0, 80=107/51-2-0, 81=106/51-2-0, 82=110/51-2-0, 83=94/51-2-0, 84=148/51-2-0, 85=64/51-2-0 Max Horiz 1=134 (LC 16), 85=134 (LC 16) Max Uplift 1=-36 (LC 13), 45=-95 (LC 13), 47=-19 (LC 13), 48=-15 (LC 13), 49=-16 (LC 13), 50=-15 (LC 13), 51=-16 (LC 13), 52=-16 (LC 13), 53=-16 (LC 13), 54=-16 (LC 13), 56=-16 (LC 13), 57=-16 (LC 13), 58=-21 (LC 13), 59=-3 (LC 13), 61=-2 (LC 9), 62=-9 (LC 8), 63=-6 (LC 8), 64=-6 (LC 9), 65=-9 (LC 8), 66=-5 (LC 9), 70=-21 (LC 12), 71=-16 (LC 12), 72=-16 (LC 12), 74=-16 (LC 12), 75=-16 (LC 12), 76=-16 (LC 12), 77=-16 (LC 12), 78=-16 (LC 12), 79=-15 (LC 12), 80=-16 (LC 12), 81=-15 (LC 12), 82=-19 (LC 12), 83=-1 (LC 12), 84=-72 (LC 12), 85=-36 (LC 13) Max Grav 1=121 (LC 21), 44=88 (LC 13), 45=105 (LC 26), 46=108 (LC 1), 47=107 (LC 26), 48=107 (LC 1), 49=107 (LC 26), 50=106 (LC 1), 51=108 (LC 26), 52=106 (LC 1), 53=107 (LC 1), 54=107 (LC 1), 56=107 (LC 26), 57=107 (LC 1), 58=107 (LC 1), 59=109 (LC 26), 60=119 (LC 22), 61=109 (LC 26), 62=108 (LC 25), 63=107 (LC 1), 64=107 (LC 1), 65=107 (LC 26), 66=108 (LC 26), 67=129 (LC 22), 69=106 (LC 25), 70=107 (LC 1), 71=107 (LC 1), 72=107 (LC 25), 74=107 (LC 1), 75=107 (LC 1), 76=107 (LC 1), 77=106 (LC 1), 78=108 (LC 25), 79=106 (LC 1), 80=107 (LC 25), 81=106 (LC 1), 82=110 (LC 25), 83=94 (LC 1), 84=149 (LC 25), 85=121 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533115TGE6Piggyback Base Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:06 Page: 1 ID:?d8fx8c5_ofQNtzhT3_367z6PL5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. TOP CHORD 1-3=-171/97, 3-4=-135/89, 4-5=-121/97,5-6=-107/109, 6-7=-92/121, 7-9=-83/133, 9-10=-76/146, 10-11=-69/158, 11-12=-81/170, 12-13=-93/182, 13-14=-105/202, 14-15=-118/226, 15-16=-130/249, 16-17=-142/273, 17-18=-156/300, 18-19=-160/307, 19-20=-150/291, 20-21=-150/291, 21-22=-150/291, 22-23=-150/291, 23-24=-150/291, 24-25=-150/291, 25-26=-150/291, 26-27=-150/291, 27-28=-162/312, 28-29=-154/295, 29-30=-140/269, 30-31=-128/245, 31-32=-116/222, 32-33=-104/198, 33-34=-91/175, 34-35=-79/151, 35-36=-67/127, 36-37=-55/104, 37-39=-43/80, 39-40=-31/49, 40-41=-33/24, 41-42=-40/18, 42-43=-76/32, 43-44=-55/4 BOT CHORD 1-84=-33/61, 83-84=-33/61, 82-83=-33/61, 81-82=-33/61, 80-81=-33/61, 79-80=-33/61, 78-79=-33/61, 77-78=-33/61, 76-77=-33/61, 75-76=-33/61, 74-75=-33/61, 72-74=-33/61, 71-72=-33/61, 70-71=-33/61, 69-70=-33/61, 67-69=-33/61, 66-67=-33/61, 65-66=-33/61, 64-65=-33/61, 63-64=-33/61, 62-63=-33/61, 61-62=-33/61, 60-61=-33/61, 59-60=-33/61, 58-59=-33/61, 57-58=-33/61, 56-57=-33/61, 54-56=-33/61, 53-54=-33/61, 52-53=-33/61, 51-52=-33/61, 50-51=-33/61, 49-50=-33/61, 48-49=-33/61, 47-48=-33/61, 46-47=-33/61, 45-46=-33/61, 44-45=-33/61 WEBS 27-60=-92/23, 26-61=-82/18, 25-62=-81/31, 24-63=-80/27, 23-64=-80/26, 22-65=-81/31, 21-66=-82/21, 20-67=-102/21, 18-69=-80/13, 17-70=-80/45, 16-71=-80/37, 15-72=-80/37, 14-74=-80/37, 13-75=-80/37, 12-76=-80/37, 11-77=-80/37, 10-78=-81/37, 9-79=-79/36, 7-80=-80/37, 6-81=-80/48, 5-82=-81/62, 4-83=-74/52, 3-84=-102/92, 28-59=-83/21, 29-58=-80/43, 30-57=-80/37, 31-56=-80/37, 32-54=-80/37, 33-53=-80/37, 34-52=-80/37, 35-51=-81/37, 36-50=-79/36, 37-49=-80/38, 39-48=-80/54, 40-47=-80/62, 41-46=-81/53, 42-45=-80/101 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 5-10-0, Exterior(2N) 5-10-0 to 21-7-7, Corner(3R) 21-7-7 to 27-5-11, Exterior(2N) 27-5-11 to 31-2-0, Corner(3R) 31-2-0 to 37-0-3, Exterior (2N) 37-0-3 to 51-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 36 lb uplift at joint 1, 2 lb uplift at joint 61, 9 lb uplift at joint 62, 6 lb uplift at joint 63, 6 lb uplift at joint 64, 9 lb uplift at joint 65, 5 lb uplift at joint 66, 21 lb uplift at joint 70, 16 lb uplift at joint 71, 16 lb uplift at joint 72, 16 lb uplift at joint 74, 16 lb uplift at joint 75, 16 lb uplift at joint 76, 16 lb uplift at joint 77, 16 lb uplift at joint 78, 15 lb uplift at joint 79, 16 lb uplift at joint 80, 15 lb uplift at joint 81, 19 lb uplift at joint 82, 1 lb uplift at joint 83, 72 lb uplift at joint 84, 3 lb uplift at joint 59, 21 lb uplift at joint 58, 16 lb uplift at joint 57, 16 lb uplift at joint 56, 16 lb uplift at joint 54, 16 lb uplift at joint 53, 16 lb uplift at joint 52, 16 lb uplift at joint 51, 15 lb uplift at joint 50, 16 lb uplift at joint 49, 15 lb uplift at joint 48, 19 lb uplift at joint 47, 95 lb uplift at joint 45 and 36 lb uplift at joint 1. 10)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533115TGE6Piggyback Base Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:06 Page: 2 ID:?d8fx8c5_ofQNtzhT3_367z6PL5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =5x8 =3x5 =2x4 =3x5 =3x6 =3x5 =3x5 =4x6 =4x6 =5x6 =3x8 =3x5 =3x8 =5x6 =4x6 =3x5 =5x8 =2x4 =3x6 =5x8 =4x52120191817161514 13 1 122 26 11331104 302759 6 28 7 29 8 4-9-4 26-4-12 4-9-4 31-2-0 6-6-13 44-3-11 6-6-13 37-8-13 7-1-5 14-6-2 7-1-5 21-7-7 7-4-13 7-4-13 6-10-5 51-2-0 7-1-5 14-6-2 7-3-1 21-9-3 7-4-13 7-4-13 9-3-1 31-0-4 9-10-2 51-2-0 10-3-10 41-3-140-8-41-6-00-8-411-6-0Scale = 1:89 Plate Offsets (X, Y):[1:Edge,0-2-14], [6:0-4-0,0-2-8], [8:0-4-0,0-2-8], [14:0-1-10,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.25 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-0.59 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.18 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 251 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 18-15,19-18:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21:2x4 SPF Stud, 13-12:2x6 SPF No.2 SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-20, 5-17, 7-17, 7-16,9-16 REACTIONS (lb/size)1=2037/ Mechanical, 13=2037/ Mechanical Max Horiz 1=134 (LC 16) Max Uplift 1=-31 (LC 12), 13=-20 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-3640/72, 3-5=-3238/104, 5-6=-2653/149, 6-7=-2283/161, 7-8=-2226/158, 8-9=-2579/149,9-10=-3002/97, 10-12=-3232/79,12-13=-1945/76 BOT CHORD 1-21=-210/3176, 20-21=-124/3176, 17-20=-35/2823, 16-17=0/2314, 14-16=0/2542, 13-14=-4/205 WEBS 3-21=0/230, 3-20=-432/103, 5-20=0/446, 5-17=-805/138, 6-17=0/815, 7-17=-296/112, 7-16=-410/116, 8-16=0/796, 9-16=-532/149, 9-14=0/287, 10-14=-362/149, 12-14=-24/2633 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 5-10-3, Interior (1) 5-10-3 to 21-7-7, Exterior(2R) 21-7-7 to 29-10-12, Interior (1) 29-10-12 to 31-2-0, Exterior(2R) 31-2-0 to 39-5-4, Interior (1) 39-5-4 to 50-11-4 zone; cantilever left and right exposed ; 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1 and 20 lb uplift at joint 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. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533116T8Piggyback Base 3 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:57 Page: 1 ID:xlk_n0QhWBmY4aKp4PDY?yz6PLK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 3.512 =5x8 =2x4 =3x6 =4x6 =4x6 =5x6 =3x8 =3x8 =5x6 =4x6 =3x6 =5x6 =6x10 =5x6 23 22 21 20 19 18 17 16 15 14 1 2 13 12283 4 11 10 5 32299 6 30 7 31 8 4-9-4 26-4-12 4-9-4 31-2-0 3-10-10 51-2-0 5-4-7 47-3-6 5-4-7 41-10-15 5-4-7 36-6-7 7-1-5 14-6-2 7-1-5 21-7-7 7-4-13 7-4-13 3-8-14 51-2-0 7-1-5 14-6-2 7-3-1 21-9-3 7-4-13 7-4-13 8-2-7 47-5-2 8-2-7 39-2-11 9-3-1 31-0-411-6-00-8-42-3-110-8-43-5-53-5-58-0-1111-6-0Scale = 1:92 Plate Offsets (X, Y):[1:Edge,0-2-14], [6:0-4-0,0-2-8], [8:0-3-0,0-2-0], [14:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.25 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.61 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.21 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 257 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 1-21:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-23,15-12,14-13:2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-23. WEBS 1 Row at midpt 3-22, 5-19, 7-19, 7-18, 9-18 REACTIONS (lb/size)1=2041/ Mechanical, 14=2041/ Mechanical Max Horiz 1=136 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-3647/271, 3-5=-3244/297, 5-6=-2661/320, 6-7=-2291/319, 7-8=-2231/317, 8-9=-2564/321, 9-10=-2969/300, 10-12=-2592/242, 12-13=-2353/161, 13-14=-2017/139 BOT CHORD 1-23=-241/3182, 22-23=-241/3182, 19-22=-185/2829, 18-19=-103/2321, 16-18=-132/2502, 15-16=-171/2642, 14-15=-20/31 WEBS 3-23=0/231, 3-22=-432/107, 5-22=0/443, 5-19=-803/141, 6-19=-35/820, 7-19=-296/113, 7-18=-413/94, 8-18=-49/832, 9-18=-543/144, 9-16=-27/336, 10-16=-159/137, 10-15=-550/36, 12-15=-735/130, 13-15=-139/2534 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 5-10-3, Interior (1) 5-10-3 to 21-7-7, Exterior(2R) 21-7-7 to 27-5-11, Interior (1) 27-5-11 to 31-2-0, Exterior(2R) 31-2-0 to 37-0-3, Interior(1) 37-0-3 to 51-0-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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 3x5 MT20 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)Refer to girder(s) for truss to truss connections. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533117T9Piggyback Base 2 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:57 Page: 1 ID:xlk_n0QhWBmY4aKp4PDY?yz6PLK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 3.512 =5x8 =2x4 =4x5 =4x6 =3x5 =4x5 =4x6 =6x8 =3x8 =4x6 =4x5 =3x8 =6x8 =4x5 =3x5 =3x6 =4x6 =6x8 =5x8 =6x8 =2x4 =4x5 13 23 22 21 20 19 18 17 16 15 14 36 121 3511 10302 3 9 843134 5 32 6 33 7 0-11-0 58-3-8 3-8-14 51-0-4 4-9-4 26-4-12 4-9-4 31-2-0 6-4-4 57-4-8 7-1-5 14-6-2 7-4-13 7-4-13 7-1-5 21-7-7 8-0-11 47-3-6 8-0-11 39-2-11 0-1-12 51-2-0 3-7-2 51-0-4 6-2-8 57-4-8 7-1-5 14-6-2 7-3-1 21-9-3 7-4-13 7-4-13 8-2-7 47-5-2 8-2-7 39-2-11 9-3-1 31-0-411-8-150-8-40-6-00-8-43-5-53-5-58-0-1111-6-0Scale = 1:102.9 Plate Offsets (X, Y):[1:Edge,0-0-9], [15:0-3-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.22 18-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.52 18-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.18 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 308 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-21:2x4 SPF 1650F 1.5E, 16-12:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-23,15-10,11-14:2x4SPF Stud WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except 2-0-0 oc purlins (4-10-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,12-14. WEBS 1 Row at midpt 4-20, 6-20, 6-18, 8-18 REACTIONS (lb/size)1=2002/ Mechanical, 14=2643/0-3-8 Max Horiz 1=-146 (LC 13) Max Uplift 1=-3 (LC 12), 14=-32 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3691/229, 2-4=-3175/255, 4-5=-2596/275, 5-6=-2233/274, 6-7=-2145/263, 7-8=-2514/246, 8-10=-2852/145, 10-11=-1808/0, 11-12=-603/894, 12-13=0/15 BOT CHORD 1-23=-159/3184, 22-23=-110/3184, 20-22=-47/2785, 18-20=0/2241, 17-18=0/2473, 15-17=0/1749, 14-15=-793/600, 12-14=-793/600 WEBS 2-23=0/262, 2-22=-476/105, 4-22=0/450, 4-20=-816/141, 5-20=-12/773, 6-20=-238/117, 6-18=-417/106, 7-18=0/702, 10-15=-1265/258, 11-14=-2499/386, 11-15=-287/2825, 8-18=-475/141, 8-17=-108/194, 10-17=-279/774 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 5-10-3, Interior (1) 5-10-3 to 21-7-7, Exterior(2R) 21-7-7 to 27-5-11, Interior (1) 27-5-11 to 31-2-0, Exterior(2R) 31-2-0 to 37-0-3, Interior(1) 37-0-3 to 58-3-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1. 7)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533118T10Piggyback Base 4 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:58 Page: 1 ID:?McEMKPQ_aWqrGAQz?B4wXz6PLM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 3.512 =5x10 =2x4 =4x5 =4x6 =3x5 =4x5 =4x6 =6x8 =3x8 =4x6 =4x5 =3x8 =6x8 =4x5 =3x5 =3x6 =4x6 =6x8 =5x8 =6x8 =2x4 =4x5 1 14 24 23 22 21 20 19 18 17 16 15 37 132 361231113 4 10 953235 6 33 7 34 8 0-11-0 58-3-8 0-11-0 -0-11-0 3-8-14 51-0-4 4-9-4 31-2-0 4-9-4 26-4-12 6-4-4 57-4-8 7-1-5 14-6-2 7-1-5 21-7-7 7-4-13 7-4-13 8-0-11 47-3-6 8-0-11 39-2-11 0-1-12 51-2-0 3-7-2 51-0-4 6-2-8 57-4-8 7-1-5 14-6-2 7-3-1 21-9-3 7-4-13 7-4-13 8-2-7 47-5-2 8-2-7 39-2-11 9-3-1 31-0-411-9-60-8-40-6-03-5-53-5-58-0-1111-6-0Scale = 1:102.3 Plate Offsets (X, Y):[2:Edge,0-0-5], [16:0-3-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.22 19-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.52 19-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.18 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 311 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-22:2x4 SPF 1650F 1.5E, 17-13:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-24,16-11,12-15:2x4SPF Stud WEDGE Left: 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except 2-0-0 oc purlins (4-10-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,13-15. WEBS 1 Row at midpt 5-21, 7-21, 7-19, 9-19 REACTIONS (lb/size)2=2057/0-3-8, 15=2643/0-3-8 Max Horiz 2=141 (LC 16) Max Uplift 2=-15 (LC 12), 15=-32 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-3685/221, 3-5=-3172/251, 5-6=-2595/273, 6-7=-2232/272, 7-8=-2144/261, 8-9=-2513/245, 9-11=-2851/144, 11-12=-1808/0, 12-13=-603/894, 13-14=0/15 BOT CHORD 2-24=-166/3177, 23-24=-108/3177, 21-23=-47/2783, 19-21=0/2240, 18-19=0/2472, 16-18=0/1748, 15-16=-793/600, 13-15=-793/600 WEBS 3-24=0/262, 3-23=-470/104, 5-23=0/449, 5-21=-814/140, 6-21=-11/773, 7-21=-239/116, 7-19=-417/106, 8-19=0/702, 11-16=-1265/258, 12-15=-2498/386, 12-16=-287/2824, 9-19=-475/141, 9-18=-108/194, 11-18=-279/774 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-11-3, Interior (1) 4-11-3 to 21-7-7, Exterior(2R) 21-7-7 to 27-5-11, Interior (1) 27-5-11 to 31-2-0, Exterior(2R) 31-2-0 to 37-0-3, Interior (1) 37-0-3 to 58-3-8 zone; cantilever left and right exposed ; 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533119T11Piggyback Base 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:58 Page: 1 ID:t7rlCiSx2p0GJuTCCqF04Nz6PLI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 3.512 =5x10 =3x6 =3x6 =8x10 =3x6 =4x5 =6x8 =8x10 =3x5 =3x5 =6x8 =6x8 =4x5 =3x8 =6x8 =4x6 =4x5 =3x5 =3x6 =4x6 =6x8 =5x8 =6x8 =2x4 =4x5 1 15232221201918171640 26 14225 243 39133412 433 115 10 35 386 7 36 8 37 9 0-11-0 -0-11-0 0-11-0 58-3-8 1-6-7 10-10-11 3-8-14 51-0-4 4-9-4 26-4-12 4-9-4 31-2-0 5-0-13 21-7-7 5-8-0 16-6-10 6-4-4 57-4-8 8-0-11 47-3-6 8-0-11 39-2-11 9-4-3 9-4-3 0-1-12 51-2-0 0-5-8 2-3-8 1-10-0 1-10-0 3-7-2 51-0-4 5-4-5 21-9-3 6-2-8 57-4-8 7-0-11 9-4-3 7-0-11 16-4-14 8-2-7 47-5-2 8-2-7 39-2-11 9-3-1 31-0-411-11-50-8-40-6-01-0-03-5-53-5-58-0-1111-6-0Scale = 1:102.3 Plate Offsets (X, Y):[2:0-10-1,0-0-13], [3:0-9-9,Edge], [5:0-4-0,Edge], [7:0-2-8,0-2-12], [17:0-3-8,0-2-8], [24:0-2-0,0-5-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.24 6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.56 21-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.27 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 407 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-5:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-26,26-3:2x6 SP 2400F 2.0E, 3-24:2x8 SP 2400F 2.0E, 18-14:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-25,17-12,13-16:2x4 SPF Stud LBR SCAB 1-5 SP 2400F 2.0E one side BRACING TOP CHORD Structural wood sheathing directly applied or3-8-7 oc purlins, except2-0-0 oc purlins (4-10-7 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-16. WEBS 1 Row at midpt 4-24, 7-22, 8-22, 8-21, 10-21 REACTIONS (lb/size)2=2057/0-3-8, 16=2643/0-3-8 Max Horiz 2=143 (LC 16) Max Uplift 2=-15 (LC 12), 16=-32 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-1256/102, 3-4=-4689/261, 4-6=-3469/263, 6-7=-3394/351, 7-8=-2230/271, 8-9=-2144/261, 9-10=-2513/245, 10-12=-2851/143, 12-13=-1808/0, 13-14=-603/894, 14-15=0/15 BOT CHORD 2-26=-37/526, 3-26=-19/633, 3-25=-135/4261, 24-25=-135/4262, 23-24=0/69, 6-24=-298/160, 22-23=-12/198, 21-22=0/2243, 19-21=0/2472, 17-19=0/1748, 16-17=-793/600, 14-16=-793/600 WEBS 4-25=0/503, 4-24=-1444/137, 22-24=0/2085, 7-24=-162/1623, 7-22=-331/124, 8-22=-240/113, 8-21=-423/106, 9-21=0/708, 12-17=-1265/258, 13-16=-2498/386, 13-17=-287/2824, 10-21=-475/141, 10-19=-108/194, 12-19=-279/774 NOTES 1)Attached 13-6-0 scab 1 to 5, front face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-3 from end at joint 1, nail 3 row(s) at 2" o.c. for 4-3-11. 2)Unbalanced roof live loads have been considered for this design. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-11-3, Interior (1) 4-11-3 to 21-7-7, Exterior(2R) 21-7-7 to 27-5-11, Interior (1) 27-5-11 to 31-2-0, Exterior(2R) 31-2-0 to 37-0-3, Interior (1) 37-0-3 to 58-3-8 zone; cantilever left and right exposed ; 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 16. This connection is for uplift only and does not consider lateral forces. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533120T12Piggyback Base 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:59 Page: 1 ID:4I0eTgEbMiO9Cg0wkh2c8jz6Q2m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 3.512 =5x8 =3x6 =6x8 =6x10 =3x6 =4x5 =6x8 =8x10 =3x5 =3x5 =6x10 =5x8 =4x5 =6x10 =6x8 =3x6 =4x6 =3x8 =6x8 =6x8 =6x8 =3x5 =4x5 =2x4 =4x5 1 1523222120191817164026142 25 243 39133412 433 115 10 35 386 7 36 8 37 9 0-11-0 -0-11-0 0-11-0 58-3-8 1-6-7 10-10-11 3-8-14 51-0-4 4-9-4 26-4-12 4-9-4 31-2-0 5-3-0 47-3-6 5-0-13 21-7-7 5-8-0 16-6-10 6-4-4 57-4-8 9-4-3 9-4-3 10-10-6 42-0-6 0-1-12 42-2-2 0-5-8 2-3-8 1-10-0 1-10-0 3-7-2 51-0-4 5-3-0 47-5-2 5-4-5 21-9-3 6-4-4 57-4-8 7-0-11 9-4-3 7-0-11 16-4-14 9-3-1 31-0-4 11-0-2 42-0-611-11-50-8-40-6-01-0-03-5-53-5-58-0-1111-6-0Scale = 1:102.3 Plate Offsets (X, Y):[2:0-0-1,Edge], [3:0-6-13,Edge], [3:0-3-12,0-2-4], [5:0-4-0,Edge], [18:0-3-8,0-3-0], [24:0-3-4,0-5-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.25 18-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-0.52 18-21 >977 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.14 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 404 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-5:2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-26,26-3:2x6 SP 2400F 2.0E, 3-24:2x8 SP 2400F 2.0E, 19-14:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-25,17-12,13-16,13-17:2x4 SPF Stud LBR SCAB 1-5 SP 2400F 2.0E one side BRACING TOP CHORD Structural wood sheathing directly applied or4-9-3 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing. WEBS 1 Row at midpt 4-24, 7-22, 8-21, 9-21, 11-21, 11-18 REACTIONS (lb/size)2=1492/0-3-8, 18=3208/0-3-8 Max Horiz 2=143 (LC 16) Max Uplift 2=-53 (LC 12), 18=-111 (LC 9) Max Grav 2=1562 (LC 25), 18=3208 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-932/31, 3-4=-3327/130, 4-6=-2240/118, 6-7=-2174/208, 7-8=-1254/134, 8-9=-762/111, 9-11=-905/106, 11-12=-1284/1988, 12-13=-984/1578, 13-14=-615/930, 14-15=0/15 BOT CHORD 2-26=-48/390, 3-26=-31/474, 3-25=-160/3009, 24-25=-160/3010, 23-24=0/75, 6-24=-314/166, 22-23=-9/132, 21-22=0/1072, 18-21=-1670/1255, 17-18=-1529/1053, 16-17=-829/612, 14-16=-829/612 WEBS 4-25=0/452, 4-24=-1266/151, 22-24=0/1159, 7-24=-156/1351, 7-22=-591/169, 8-22=-170/563, 8-21=-840/264, 9-21=-284/271, 12-17=-417/393, 13-16=-170/242, 13-17=-777/480, 11-21=-828/2534, 11-18=-2919/978, 12-18=-164/253 NOTES 1)Attached 13-6-0 scab 1 to 5, front face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-4-3 from end at joint 1, nail 2 row(s) at 2" o.c. for 4-3-11. 2)Unbalanced roof live loads have been considered for this design. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-11-3, Interior (1) 4-11-3 to 21-7-7, Exterior(2R) 21-7-7 to 27-5-11, Interior (1) 27-5-11 to 31-2-0, Exterior(2R) 31-2-0 to 37-0-3, Interior (1) 37-0-3 to 58-3-8 zone; cantilever left and right exposed ; 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 18. This connection is for uplift only and does not consider lateral forces. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533121T13Piggyback Base 3 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:00 Page: 1 ID:4I0eTgEbMiO9Cg0wkh2c8jz6Q2m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 3.512 612 =3x5 =2x4 =4x5 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 9 8 7 6 2 3 12 4 5 4-11-8 4-11-8 10-10-6 15-9-14 15-9-146-10-130-0-46-10-13Scale = 1:45.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF 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: 1-9. REACTIONS (lb/size)1=164/15-9-14, 6=124/15-9-14, 7=361/15-9-14, 8=237/15-9-14, 9=370/15-9-14 Max Horiz 1=195 (LC 9) Max Uplift 1=-8 (LC 8), 6=-17 (LC 9), 7=-52 (LC 12), 8=-42 (LC 12), 9=-6 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-362/155, 2-3=-235/134, 3-4=-183/121, 4-5=-111/78, 5-6=-93/69 BOT CHORD 1-9=-112/337, 8-9=-74/83, 7-8=-74/83, 6-7=-74/83 WEBS 4-7=-267/151, 3-8=-198/87, 2-9=-219/59 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-14 to 5-0-6, Interior (1) 5-0-6 to 15-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 6, 8 lb uplift at joint 1, 52 lb uplift at joint 7, 42 lb uplift at joint 8 and 6 lb uplift at joint 9. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533122V10Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:09 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 7 6 5 10 2 11 3 4 11-1-1 11-1-15-6-130-0-45-6-13Scale = 1:39.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 (lb/size)1=93/11-1-1, 5=120/11-1-1, 6=357/11-1-1, 7=305/11-1-1 Max Horiz 1=154 (LC 9) Max Uplift 5=-12 (LC 9), 6=-55 (LC 12), 7=-35 (LC 12) Max Grav 1=108 (LC 20), 5=120 (LC 1), 6=357 (LC 1), 7=305 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-248/147, 2-3=-190/122, 3-4=-102/76, 4-5=-90/76 BOT CHORD 1-7=-78/138, 6-7=-64/70, 5-6=-64/70 WEBS 3-6=-270/170, 2-7=-216/124 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 5-10-11, Interior (1) 5-10-11 to 10-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 5, 55 lb uplift at joint 6 and 35 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533123V11Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:09 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 8 3 8-5-1 8-5-14-2-130-0-44-2-13Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 (lb/size)1=138/8-5-1, 4=110/8-5-1, 5=414/8-5-1 Max Horiz 1=115 (LC 9) Max Uplift 4=-9 (LC 9), 5=-56 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-225/123, 2-3=-92/65, 3-4=-86/80 BOT CHORD 1-5=-121/190, 4-5=-49/54 WEBS 2-5=-289/188 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 5-10-11, Interior (1) 5-10-11 to 8-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 4 and 56 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533124V12Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:09 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =2x4 =2x4 1 3 2 5-9-1 5-9-12-10-130-0-42-10-13Scale = 1:25.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=224/5-9-1, 3=224/5-9-1 Max Horiz 1=76 (LC 9) Max Uplift 1=-4 (LC 12), 3=-23 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-393/90, 2-3=-144/113 BOT CHORD 1-3=-190/346 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 4 lb uplift at joint 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533125V13Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:09 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =2x4 =2x4 1 3 2 3-1-1 3-1-11-6-130-0-41-6-13Scale = 1:20.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=118/3-1-1, 3=118/3-1-1 Max Horiz 1=37 (LC 9) Max Uplift 1=-2 (LC 12), 3=-11 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-177/43, 2-3=-71/53 BOT CHORD 1-3=-89/152 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 2 lb uplift at joint 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533126V14Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:09 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =2x4 =2x4 1 3 2 4-7-1 4-7-12-3-130-0-42-3-13Scale = 1:23.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=178/4-7-1, 3=178/4-7-1 Max Horiz 1=59 (LC 9) Max Uplift 1=-3 (LC 12), 3=-18 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-299/73, 2-3=-112/88 BOT CHORD 1-3=-150/261 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3 and 3 lb uplift at joint 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533127V5Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:08 Page: 1 ID:ACFz6HKgPkmh7LjHck4ggGz6PLS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 612 =3x5 =4x5 =2x4 =5x8 =2x4 =2x4 =2x4 =2x4 1 10 9 8 7 43 2 5 6 2-0-6 5-10-15 3-10-9 3-10-9 5-8-10 11-7-9 11-7-93-7-130-0-43-7-130-10-3Scale = 1:31.1 Plate Offsets (X, Y):[3:0-1-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=140/11-7-9, 7=-9/11-7-9, 8=319/11-7-9, 9=196/11-7-9, 10=273/11-7-9 Max Horiz 1=99 (LC 9) Max Uplift 7=-18 (LC 20), 8=-56 (LC 12), 10=-60 (LC 12) Max Grav 1=140 (LC 1), 7=16 (LC 12), 8=319 (LC 1), 9=196 (LC 1), 10=273 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-242/90, 2-3=-154/84, 3-4=-134/78, 4-5=-141/95, 5-6=-65/58, 6-7=-31/25 BOT CHORD 1-10=-126/218, 9-10=-43/52, 8-9=-40/51,7-8=-40/51 WEBS 3-9=-160/48, 2-10=-149/190, 5-8=-243/192 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-10 to 6-0-2, Exterior(2N) 6-0-2 to 11-6-7 zone; cantilever left and right exposed ; 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)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 7, 60 lb uplift at joint 10 and 56 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533128V4Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:08 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 612 =3x5 =2x4 =2x4 =4x5 =2x4 =4x5 =2x4 =2x4 =2x4 =2x4 =2x4 1 11 10 9 8 7 2 414 3 5 6 2-0-6 9-1-6 5-8-10 14-9-15 7-0-15 7-0-15 14-9-154-11-130-0-44-11-130-10-3Scale = 1:37.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF 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 (lb/size)1=85/14-9-15, 7=-2/14-9-15, 8=300/14-9-15, 9=231/14-9-15, 10=224/14-9-15, 11=337/14-9-15 Max Horiz 1=140 (LC 9) Max Uplift 7=-25 (LC 11), 8=-46 (LC 12), 10=-46 (LC 12), 11=-34 (LC 12) Max Grav 1=92 (LC 20), 7=18 (LC 8), 8=300 (LC 1), 9=231 (LC 1), 10=224 (LC 1), 11=337 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-240/126, 2-3=-180/102, 3-4=-159/91, 4-5=-144/99, 5-6=-69/67, 6-7=-14/12 BOT CHORD 1-11=-91/125, 10-11=-56/68, 9-10=-56/68, 8-9=-55/67, 7-8=-55/67 WEBS 4-9=-171/73, 3-10=-168/199, 2-11=-249/160, 5-8=-227/179 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-10 to 5-10-13, Exterior(2N) 5-10-13 to 7-1-9, Corner(3E) 7-1-9 to 9-2-2, Exterior(2N) 9-2-2 to 14-8-13 zone; cantilever left and right exposed ; 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)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 7, 46 lb uplift at joint 10, 34 lb uplift at joint 11 and 46 lb uplift at joint 8. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533129V3Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:08 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 612 =3x5 =2x4 =2x4 =3x5 =4x5 =2x4 =4x5 =2x4 =2x4 =2x4 =2x4 =2x4 1 12 11 10 9 8 7 15 2 4 3 5 6 2-0-6 12-3-12 5-8-10 18-0-6 10-3-6 10-3-6 18-0-66-3-130-0-46-3-130-10-3Scale = 1:43.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.01 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF 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 (lb/size)1=203/18-0-6, 7=-4/18-0-6, 8=299/18-0-6, 9=260/18-0-6, 10=140/18-0-6, 12=533/18-0-6 Max Horiz 1=181 (LC 9) Max Uplift 7=-33 (LC 11), 8=-46 (LC 12), 10=-53 (LC 9), 12=-58 (LC 12) Max Grav 1=203 (LC 1), 7=23 (LC 8), 8=299 (LC 1), 9=260 (LC 1), 10=140 (LC 1), 12=533 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-392/150, 2-3=-187/99, 3-4=-168/97, 4-5=-153/108, 5-6=-78/78, 6-7=-9/9 BOT CHORD 1-12=-143/357, 10-12=-70/84, 9-10=-70/84, 8-9=-69/83, 7-8=-69/83 WEBS 4-9=-182/95, 3-10=-133/181, 2-12=-358/187, 5-8=-227/184 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-10 to 5-10-13, Exterior(2N) 5-10-13 to 10-3-15, Corner(3E) 10-3-15 to 12-4-8, Exterior(2N) 12-4-8 to 17-11-3 zone; cantilever left and right exposed ; 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)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 7, 53 lb uplift at joint 10, 58 lb uplift at joint 12 and 46 lb uplift at joint 8. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533130V2Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:08 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 512 612 =3x5 =3x5 =4x5 =4x5 1 14 13 12 11 10 9 8 2 17 3 5 4 6 7 2-0-6 14-8-9 5-8-10 20-5-3 12-8-3 12-8-3 20-5-37-3-130-0-47-3-130-10-3Scale = 1:47.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 9-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=152/20-5-3, 8=-2/20-5-3, 9=300/20-5-3, 10=230/20-5-3, 11=229/20-5-3, 12=319/20-5-3, 14=397/20-5-3 Max Horiz 1=212 (LC 9) Max Uplift 8=-38 (LC 11), 9=-47 (LC 12), 10=-1 (LC 12), 11=-52 (LC 9), 12=-44 (LC 12), 14=-37 (LC 12) Max Grav 1=157 (LC 20), 8=27 (LC 8), 9=300 (LC 1), 10=238 (LC 20), 11=229 (LC 1), 12=319 (LC 1), 14=397 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-311/165, 2-3=-258/138, 3-4=-195/116, 4-5=-176/106, 5-6=-159/116, 6-7=-85/85, 7-8=-3/4 BOT CHORD 1-14=-123/245, 12-14=-79/94, 11-12=-79/94, 10-11=-79/94, 9-10=-79/94, 8-9=-79/94 WEBS 5-10=-182/102, 4-11=-167/185, 3-12=-250/116, 2-14=-268/150, 6-9=-226/190 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-10 to 5-10-13, Exterior(2N) 5-10-13 to 12-8-12, Corner(3E) 12-8-12 to 14-9-5, Exterior(2N) 14-9-5 to 20-4-0 zone; cantilever left and right exposed ; 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)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 8, 1 lb uplift at joint 10, 52 lb uplift at joint 11, 44 lb uplift at joint 12, 37 lb uplift at joint 14 and 47 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533131V1Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:07 Page: 1 ID:ldZqUFIn6pO6Fu_ixcWz3ez6PLV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =4x5 =2x4 =3x6 1 5 4 3 2 2-2-8 5-5-9 3-3-1 3-3-1 5-5-92-2-50-0-40-8-10Scale = 1:23.8 Plate Offsets (X, Y):[4:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=118/5-5-9, 4=63/5-5-9, 5=244/5-5-9 Max Horiz 1=42 (LC 9) Max Uplift 1=-6 (LC 12), 4=-19 (LC 13) Max Grav 1=118 (LC 25), 4=71 (LC 26), 5=244 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-153/63, 2-3=-37/51, 3-4=-66/59 BOT CHORD 1-5=-70/128, 4-5=-7/7 WEBS 2-5=-137/37 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 6 lb uplift at joint 1. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533132V20Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:09 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 =2x4 1 3 2 0-5-3 3-6-2 1-3-14 3-0-15 1-9-1 1-9-1 3-6-21-2-50-0-40-10-9Scale = 1:22.8 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=140/3-6-2, 3=140/3-6-2 Max Horiz 1=19 (LC 11) Max Uplift 1=-1 (LC 12), 3=-1 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-205/54, 2-3=-205/54 BOT CHORD 1-3=-35/165 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 1 lb uplift at joint 3. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533133V21Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:10 Page: 1 ID:Eq7ChbJPt7Wzt1ZuVJ1Cbrz6PLU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 3.512 Sheet Back 1 Ply =2x4 =2x4 =2x4 1 4 2 3 0-11-0 -0-11-0 4-2-0 4-2-0 4-2-01-9-70-6-01-8-9Scale = 1:23.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=222/4-2-0, 4=158/4-2-0, 5=222/4-2-0 Max Horiz 2=44 (LC 11), 5=44 (LC 11) Max Uplift 2=-33 (LC 8), 4=-10 (LC 12), 5=-33 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=-103/39, 3-4=-105/114 BOT CHORD 2-4=-92/55 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2, 10 lb uplift at joint 4 and 33 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533134TGE7Monopitch Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:07 Page: 1 ID:ldZqUFIn6pO6Fu_ixcWz3ez6PLV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 5 8 7 6 13 16 2 4 14 15 3 0-6-15 14-8-12 6-9-7 14-1-13 7-4-6 7-4-6 14-8-123-8-70-0-43-4-11Scale = 1:33.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=89/14-8-12, 5=89/14-8-12, 6=339/14-8-12, 7=323/14-8-12, 8=339/14-8-12 Max Horiz 1=44 (LC 12) Max Uplift 6=-52 (LC 13), 8=-53 (LC 12) Max Grav 1=90 (LC 25), 5=90 (LC 26), 6=345 (LC 26), 7=323 (LC 1), 8=345 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/85, 2-3=-35/94, 3-4=-35/86, 4-5=-118/82 BOT CHORD 1-8=-35/99, 7-8=-35/43, 6-7=-35/43, 5-6=-35/99 WEBS 3-7=-247/38, 2-8=-254/144, 4-6=-254/144 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 5-10-11, Interior (1) 5-10-11 to 7-4-14, Exterior(2R) 7-4-14 to 13-3-1, Interior (1) 13-3-1 to 14-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 8 and 52 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533135V30Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:10 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =4x5 =2x4 =3x5 1 3 4 2 0-6-15 10-8-12 4-9-7 10-1-13 5-4-6 5-4-6 10-8-122-8-70-0-42-4-11Scale = 1:29 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=25/10-8-12, 3=25/10-8-12, 4=808/10-8-12 Max Horiz 1=-32 (LC 13) Max Uplift 1=-34 (LC 26), 3=-34 (LC 25), 4=-8 (LC 12) Max Grav 1=73 (LC 25), 3=73 (LC 26), 4=808 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-148/456, 2-3=-140/456 BOT CHORD 1-4=-371/179, 3-4=-371/179 WEBS 2-4=-606/231 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 34 lb uplift at joint 3 and 8 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533136V31Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:10 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =4x5 =2x4 =2x4 1 3 4 2 0-6-15 6-8-12 2-9-7 6-1-13 3-4-6 3-4-6 6-8-121-8-70-0-41-4-11Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=59/6-8-12, 3=59/6-8-12, 4=421/6-8-12 Max Horiz 1=-19 (LC 13) Max Uplift 1=-4 (LC 12), 3=-8 (LC 13) Max Grav 1=78 (LC 25), 3=78 (LC 26), 4=421 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-86/184, 2-3=-86/184 BOT CHORD 1-4=-143/94, 3-4=-143/94 WEBS 2-4=-276/128 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1 and 8 lb uplift at joint 3. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533137V32Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:10 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x5 =2x4 1 3 2 0-6-15 2-8-12 0-9-7 2-1-13 1-4-6 1-4-6 2-8-120-8-70-0-40-4-11Scale = 1:23.6 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=109/2-8-12, 3=109/2-8-12 Max Horiz 1=-7 (LC 13) Max Uplift 1=-2 (LC 12), 3=-2 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-169/68, 2-3=-169/65 BOT CHORD 1-3=-54/159 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1 and 2 lb uplift at joint 3. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533138V33Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:10 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 Sheet Back 1 Ply =3x5 =4x5 =4x5 =4x5 =3x5 111 18 17 16 15 14 13 12 102 3 9 4 8 5 72827 6 0-11-0 -0-11-0 0-11-0 12-7-8 5-10-4 5-10-4 5-10-4 11-8-8 11-8-83-8-90-8-43-7-6Scale = 1:32.7 Plate Offsets (X, Y):[2:0-2-4,0-0-1], [10:0-2-4,0-3-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-11-5, Right 2x4 SPFStud -- 1-11-5 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=140/11-8-8, 10=140/11-8-8, 12=126/11-8-8, 13=100/11-8-8, 14=117/11-8-8, 15=82/11-8-8, 16=117/11-8-8, 17=100/11-8-8, 18=126/11-8-8, 19=140/11-8-8, 23=140/11-8-8 Max Horiz 2=-42 (LC 13), 19=-42 (LC 13) Max Uplift 2=-2 (LC 13), 10=-2 (LC 13), 12=-26 (LC 13), 13=-14 (LC 13), 14=-18 (LC 13), 16=-18 (LC 12), 17=-14 (LC 12), 18=-30 (LC 12), 19=-2 (LC 13), 23=-2 (LC 13) Max Grav 2=140 (LC 1), 10=140 (LC 1), 12=126 (LC 26), 13=100 (LC 26), 14=117 (LC 1), 15=87 (LC 22), 16=117 (LC 1), 17=100 (LC 25), 18=126 (LC 25), 19=140 (LC 1), 23=140 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-32/18, 3-4=-33/35, 4-5=-30/68, 5-6=-44/103, 6-7=-44/103, 7-8=-30/67, 8-9=-29/32, 9-10=-31/16, 10-11=0/25 BOT CHORD 2-18=-15/59, 17-18=-15/59, 16-17=-15/59,15-16=-15/59, 14-15=-15/59, 13-14=-15/59,12-13=-15/59, 10-12=-15/59 WEBS 6-15=-61/4, 5-16=-89/65, 4-17=-77/62, 3-18=-90/73, 7-14=-89/65, 8-13=-77/62, 9-12=-90/73 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-11-0 to 4-11-3, Exterior(2N) 4-11-3 to 5-10-4, Corner(3R) 5-10-4 to 11-8-8, Exterior(2N) 11-8-8 to 12-7-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 2, 2 lb uplift at joint 10, 18 lb uplift at joint 16, 14 lb uplift at joint 17, 30 lb uplift at joint 18, 18 lb uplift at joint 14, 14 lb uplift at joint 13, 26 lb uplift at joint 12, 2 lb uplift at joint 2 and 2 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533139TGE8Common Supported Gable 1 122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:07 Page: 1 ID:ldZqUFIn6pO6Fu_ixcWz3ez6PLV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =3x5 =2x4 =4x5 =3x5 =3x5 71 8 62 3 5 1817 4 0-11-0 -0-11-0 0-11-0 12-7-8 5-10-4 5-10-4 5-10-4 11-8-8 5-10-4 5-10-4 5-10-4 11-8-83-8-90-8-43-7-6Scale = 1:36.1 Plate Offsets (X, Y):[2:0-2-4,0-0-1], [6:0-3-2,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.04 8-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.06 8-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.02 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPFStud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=523/0-3-8, 6=523/0-3-8 Max Horiz 2=-42 (LC 13) Max Uplift 2=-16 (LC 12), 6=-16 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-4=-497/143, 4-6=-497/143, 6-7=0/25 BOT CHORD 2-8=-174/444, 6-8=-166/444 WEBS 4-8=0/256 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-0 to 4-11-3, Interior (1) 4-11-3 to 5-10-4, Exterior(2R) 5-10-4 to 11-8-8, Interior (1) 11-8-8 to 12-7-8 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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)One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533140T30Common7122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:00 Page: 1 ID:tsKKetFH2atgnGgwimS1uoz6PLZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =4x5 =2x4 =3x5 1 3 4 2 0-6-15 8-9-12 3-9-15 8-2-13 4-4-14 4-4-14 8-9-122-2-110-0-41-10-15Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 8-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=48/8-9-12, 3=48/8-9-12, 4=610/8-9-12 Max Horiz 1=26 (LC 16) Max Uplift 1=-8 (LC 26), 3=-9 (LC 13), 4=-2 (LC 12) Max Grav 1=80 (LC 25), 3=80 (LC 26), 4=610 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-106/311, 2-3=-99/311 BOT CHORD 1-4=-249/138, 3-4=-249/138 WEBS 2-4=-435/183 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 1, 9 lb uplift at joint 3 and 2 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533141V40Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:11 Page: 1 ID:i0hbuxJ1eQeqVB8431ZR83z6PLT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =3x5 =3x5 1 3 2 0-6-15 4-9-12 1-9-15 4-2-13 2-4-14 2-4-14 4-9-121-2-110-0-40-10-15Scale = 1:22.9 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=193/4-9-12, 3=193/4-9-12 Max Horiz 1=13 (LC 16) Max Uplift 1=-2 (LC 12), 3=-2 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-347/143, 2-3=-347/131 BOT CHORD 1-3=-126/303 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1 and 2 lb uplift at joint 3. 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 Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533142V41Valley1122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:03:11 Page: 1 ID:ACFz6HKgPkmh7LjHck4ggGz6PLS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 Sheet Back 1 Ply =2x4 =2x4 =2x4 =4x5 =2x4 =2x4 =2x4 =2x4 71 10 9 8 62 53 4 0-10-13 8-6-11 0-10-13 -0-10-13 3-9-15 3-9-15 3-9-15 7-7-14 7-7-142-4-100-4-32-3-2Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=128/7-7-14, 6=128/7-7-14, 8=201/7-7-14, 9=27/7-7-14, 10=201/7-7-14, 11=128/7-7-14, 15=128/7-7-14 Max Horiz 2=-27 (LC 13), 11=-27 (LC 13) Max Uplift 2=-6 (LC 12), 6=-11 (LC 13), 8=-29 (LC 13), 10=-30 (LC 12), 11=-6 (LC 12), 15=-11 (LC 13) Max Grav 2=128 (LC 1), 6=128 (LC 1), 8=201 (LC 1), 9=37 (LC 22), 10=201 (LC 1), 11=128 (LC 1), 15=128 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-29/32, 3-4=-38/84, 4-5=-38/82, 5-6=-28/25, 6-7=0/16 BOT CHORD 2-10=-10/54, 9-10=-10/54, 8-9=-10/54, 6-8=-10/54 WEBS 4-9=-35/4, 3-10=-132/128, 5-8=-132/130 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2, 11 lb uplift at joint 6, 30 lb uplift at joint 10, 29 lb uplift at joint 8, 6 lb uplift at joint 2 and 11 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533143CPBPiggyback2122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:54 Page: 1 ID:PgmxQYEeHHlp965k82xoMaz6PLa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =3x5 =4x5 =2x4 =3x5 51 6 42 3 0-10-13 8-6-11 0-10-13 -0-10-13 3-9-15 3-9-15 3-9-15 7-7-14 7-7-142-4-100-4-32-3-2Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=199/7-7-14, 4=199/7-7-14, 6=285/7-7-14, 7=199/7-7-14, 11=199/7-7-14 Max Horiz 2=-27 (LC 13), 7=-27 (LC 13) Max Uplift 2=-20 (LC 12), 4=-25 (LC 13), 7=-20 (LC 12), 11=-25 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-105/65, 3-4=-105/73, 4-5=0/16 BOT CHORD 2-6=-19/52, 4-6=-10/52 WEBS 3-6=-132/51 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 2, 25 lb uplift at joint 4, 20 lb uplift at joint 2 and 25 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Perry OYL 144-Roof Trusses I52533144CPPiggyback24122060043-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Tue Jun 14 10:02:52 Page: 1 ID:8vuu2_CLq58RzNsXcG083Iz6Q2o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f June 15,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths