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HomeMy WebLinkAboutCC Lot 2 Truss Seals New16023 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). August 4,2022 Garcia, Juan Pages or sheets covered by this seal: I53481331 thru I53481412 My license renewal date for the state of Indiana is July 31, 2024. Provenance BR Provenance BR 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. 812 =3x5 =4x5 =4x5 =4x5 =2x4 =3x5 =3x5 =3x5 =3x5 =3x8 =5x6 =2x4 =3x8 =3x5 =5x6 =5x8 =3x8 =3x5 1 16 15 14 13 12 11 10 2 3 4 5 17 9 6 818197 6-0-0 28-8-8 6-0-0 22-8-8 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 2-6-1 31-2-9 0-10-8 0-10-8 2-4-5 31-2-9 6-1-12 28-10-4 6-1-12 22-8-8 7-7-0 8-5-8 8-1-4 16-6-120-6-09-11-100-6-011-7-11Scale = 1:73.5 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-1-14], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] 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 0.55 Vert(LL)-0.11 1-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.24 1-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-3:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-2-12 BRACING TOP CHORD Structural wood sheathing directly applied or4-3-12 oc purlins, except end verticals, and2-0-0 oc purlins (5-11-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-11, 8-11, 9-10 REACTIONS (size)1=0-3-8, 10= Mechanical Max Horiz 1=261 (LC 9) Max Grav 1=1237 (LC 1), 10=1237 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1823/0, 3-5=-1645/0, 5-6=-1137/61, 6-7=-858/69, 7-8=-253/101, 8-9=-318/130, 9-10=-1223/0 BOT CHORD 1-16=-146/1432, 14-16=-114/1167, 13-14=-65/691, 11-13=-65/691, 10-11=-88/99 WEBS 3-16=-237/115, 5-16=0/433, 5-14=-539/111, 6-14=0/334, 7-14=-38/383, 7-13=0/244, 7-11=-962/16, 8-11=-112/96, 9-11=-11/1044 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-3-7, Interior (1) 3-3-7 to 16-8-8, Exterior(2R) 16-8-8 to 19-10-3, Interior (1) 19-10-3 to 28-8-8, Exterior(2E) 28-8-8 to 31-0-13 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 Provenance BR I53481331T1Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:29 Page: 1 ID:YuQQaYpM1AfNjR_KBQ9PHjz3UKD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =2x4 =3x5 =3x5 =3x5 =3x5 =3x8 =5x6 =2x4 =3x8 =3x5 =5x6 =5x8 =4x5 =2x4 1 16 15 14 13 12 11 10 2 17 3 4 5 18 9 21 6 819207 6-0-0 28-8-8 6-0-0 22-8-8 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 4-6-1 33-2-9 0-10-8 0-10-8 4-4-5 33-2-9 6-1-12 28-10-4 6-1-12 22-8-8 7-7-0 8-5-8 8-1-4 16-6-120-6-08-7-100-6-011-7-11Scale = 1:73.5 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-1-14], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] 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 0.43 Vert(LL)-0.11 1-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.24 1-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-3:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-2-12 BRACING TOP CHORD Structural wood sheathing directly applied or4-1-7 oc purlins, except end verticals, and2-0-0 oc purlins (5-6-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-11, 8-11, 9-10 REACTIONS (size)1=0-3-8, 10= Mechanical Max Horiz 1=250 (LC 9) Max Grav 1=1317 (LC 1), 10=1317 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1959/0, 3-5=-1781/29, 5-6=-1278/75, 6-7=-974/90, 7-8=-441/69, 8-9=-596/68, 9-10=-1283/0 BOT CHORD 1-16=-71/1542, 14-16=-39/1283, 13-14=-45/849, 11-13=-45/849, 10-11=-73/84 WEBS 3-16=-232/114, 5-16=0/429, 5-14=-537/109, 6-14=0/392, 7-14=-48/311, 7-13=0/238, 7-11=-874/21, 8-11=-46/127, 9-11=0/973 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-5-10, Interior (1) 3-5-10 to 16-8-8, Exterior(2R) 16-8-8 to 21-4-14, Interior (1) 21-4-14 to 28-8-8, Exterior(2E) 28-8-8 to 33-0-13 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 Provenance BR I53481332T2Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:31 Page: 1 ID:2Zj3VuHSAFr2i0VsBQjYfLz3U9H-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =2x4 =3x5 =3x6 =3x5 =3x6 =3x8 =5x6 =2x4 =3x8 =3x6 =5x6 =4x8 =3x5 =2x4 =3x5 =2x4 1 18 17 16 15 14 13 12 11 2 19 3 104 5 2320 9 6 821227 3-2-3 31-10-11 6-0-0 28-8-8 6-0-0 22-8-8 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 3-6-0 35-4-11 0-0-13 34-9-8 0-7-3 35-4-11 0-10-8 0-10-8 5-10-7 34-8-11 6-1-12 28-10-4 6-1-12 22-8-8 7-7-0 8-5-8 8-1-4 16-6-120-6-07-2-311-7-11Scale = 1:78.2 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:0-2-7,0-1-10], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] 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 0.44 Vert(LL)-0.11 1-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.25 1-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.06 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 216 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-3:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-2-12 BRACING TOP CHORD Structural wood sheathing directly applied or3-11-12 oc purlins, except end verticals, and2-0-0 oc purlins (5-3-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-13, 9-12 REACTIONS (size)1=0-3-8, 10= Mechanical, 12=0-3-8 Max Horiz 1=238 (LC 9) Max Uplift 10=-182 (LC 3) Max Grav 1=1384 (LC 1), 10=-30 (LC 26), 12=1464 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2073/0, 3-5=-1895/26, 5-6=-1397/72, 6-7=-1071/87, 7-8=-611/65, 8-9=-788/58, 9-10=-109/117, 10-11=-215/43 BOT CHORD 1-18=-66/1634, 16-18=-24/1380, 15-16=-28/982, 13-15=-28/982, 12-13=-28/398, 11-12=-62/71 WEBS 3-18=-228/115, 5-18=0/425, 5-16=-535/109, 6-16=0/439, 7-16=-50/250, 7-15=0/234, 7-13=-807/25, 8-13=-21/220, 9-13=-2/694, 9-12=-1321/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-8-4, Interior (1) 3-8-4 to 16-8-8, Exterior(2R) 16-8-8 to 21-8-9, Interior (1) 21-8-9 to 28-8-8, Exterior(2R) 28-8-8 to 33-8-9, Interior (1) 33-8-9 to 35-2-15 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 182 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481333T3Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:32 Page: 1 ID:I6Lk5P042hPXuE5Oi1od5_z3U8L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x6 =4x5 =4x5 =2x4 =3x5 =3x6 =3x5 =3x6 =4x8 =5x8 =6x8 =2x4 =4x5 =5x6 =3x8 =4x5 =5x10 =3x5 =8x10 =5x6 =2x4 1 20 19 18 17 13 12 1115 1416 2 21 3 10 4 5 26259 7 2223246 8 4-5-4 21-1-12 3-11-4 32-7-12 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 7-6-12 28-8-8 4-8-15 37-4-11 0-1-12 34-9-8 0-10-8 0-10-8 2-1-12 34-7-12 2-7-3 37-4-11 3-7-12 32-6-0 4-8-12 21-3-8 7-6-12 28-10-4 7-7-0 8-5-8 8-1-4 16-6-1211-7-110-6-05-10-31-0-00-1-1311-5-1411-5-140-1-1311-7-11Scale = 1:75.4 Plate Offsets (X, Y):[1:0-3-9,0-2-0], [1:0-2-7,0-1-10], [6:0-4-0,0-1-9], [8:0-3-0,0-2-3], [12:0-5-0,0-4-12], [16:0-6-4,0-4-4] 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 0.62 Vert(LL)-0.14 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.34 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.22 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 236 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-14:2x4 SPF 1650F 1.5E, 9-13:2x4 SP 2400F 2.0E, 13-11:2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 20-3,18-16,12-14:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-2-12 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-3 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-16, 9-14 WEBS 1 Row at midpt 5-18, 7-15 REACTIONS (size)1=0-3-8, 10= Mechanical, 12=0-3-8 Max Horiz 1=225 (LC 9) Max Uplift 12=-66 (LC 12) Max Grav 1=1469 (LC 1), 10=1287 (LC 1), 12=295 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2218/0, 3-5=-2039/9, 5-6=-1545/53, 6-7=-1345/39, 7-8=-927/45, 8-9=-1165/30, 9-10=-874/3, 10-11=-673/0 BOT CHORD 1-20=-49/1751, 18-20=-4/1504, 17-18=-37/19, 16-17=0/61, 7-16=-54/256, 15-16=-9/1353, 14-15=-4/697, 13-14=-931/0, 9-14=-862/0, 12-13=0/397, 11-12=-45/58 WEBS 3-20=-222/115, 5-20=0/422, 5-18=-526/109, 6-18=-31/320, 16-18=0/1221, 6-16=-59/455, 7-15=-761/45, 8-15=0/333, 9-15=-12/589, 12-14=-26/286, 10-12=0/1508 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-10-10, Interior (1) 3-10-10 to 16-8-8, Exterior(2R) 16-8-8 to 21-11-15, Interior (1) 21-11-15 to 28-8-8, Exterior(2R) 28-8-8 to 33-11-15, Interior (1) 33-11-15 to 37-2-15 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 66 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481334T4Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:33 Page: 1 ID:7cL8BX6AcetdJDYtYewzHAz3U6w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =2x4 =3x5 =3x6 =3x6 =4x8 =5x8 =3x5 =2x4 =6x10 =3x5 =5x6 =5x8 =4x5 =2x4 =5x8 =4x5 =3x8 =4x8 =2x4 1 21 2019 18 14 13 12 17 16 15 222 11 3 4 23 28 2710 9 6 25 26 7245 8 0-7-15 8-1-7 2-0-0 34-7-12 1-11-4 32-7-12 4-8-8 30-8-8 4-10-4 26-0-0 6-5-4 21-1-12 6-7-1 14-8-8 4-8-15 39-4-11 7-5-8 7-5-8 0-1-12 34-9-8 0-10-8 0-10-8 1-7-12 32-6-0 2-1-12 34-7-12 4-7-3 39-4-11 6-7-0 7-5-8 6-8-12 21-3-8 7-1-4 14-6-12 9-6-12 30-10-410-3-110-6-04-6-31-0-00-1-1310-1-1410-1-140-1-1310-3-11Scale = 1:71.2 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-1-14], [5:0-4-0,0-1-9], [8:0-3-0,0-2-3], [11:0-3-8,Edge], [15:0-5-8,0-2-8], [17:0-4-4,0-2-12], [20:0-2-12,0-1-8] 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 0.64 Vert(LL)-0.23 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.49 16-17 >836 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.08 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 245 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,13-15,12-11:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 4-3-3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 18-19,14-15. 1 Row at midpt 6-17, 9-15 WEBS 1 Row at midpt 3-19, 7-16, 10-13 REACTIONS (size)1=0-3-8, 11= Mechanical, 13=0-3-8 Max Horiz 1=193 (LC 9) Max Uplift 11=-351 (LC 25) Max Grav 1=1322 (LC 1), 11=53 (LC 9), 13=2060 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1950/0, 3-5=-1461/50, 5-6=-1170/40, 6-7=-1169/37, 7-8=-348/44, 8-9=-419/41, 9-10=-211/62, 10-11=-35/384, 11-12=0/74 BOT CHORD 1-21=-24/1528, 19-21=-24/1528, 18-19=-50/0, 17-18=0/117, 6-17=-383/87, 16-17=-39/838, 15-16=-55/105, 14-15=-20/2, 9-15=-1263/0, 13-14=0/36, 12-13=-33/42 WEBS 3-21=0/303, 3-19=-528/99, 5-19=0/371, 17-19=0/1128, 5-17=-97/240, 7-17=-17/700, 7-16=-1036/49, 8-16=-1/107, 9-16=0/1134, 13-15=-308/49, 10-15=0/1084, 10-13=-1558/0, 11-13=-360/44 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 4-1-0, Interior (1) 4-1-0 to 14-8-8, Exterior(2R) 14-8-8 to 20-3-6, Interior (1) 20-3-6 to 30-8-8, Exterior(2R) 30-8-8 to 36-3-6, Interior (1) 36-3-6 to 39-2-15 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 351 lb uplift at joint 11. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481335T5Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:33 Page: 1 ID:UOjJxgoIQswg1qqeqPx5Y_z3U62-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =2x4 =3x5 =3x5 =5x8 =3x6 =5x8 =3x5 =5x8 =2x4 =4x5 =3x6 =3x5 =3x5 =5x8 =2x4 =6x8 =4x5 =6x8 =4x5 =3x5 1 22 21 20 19 18 14 13 1216 1517 2 1123 324 26 10 5 25 6 7 84 9 1-6-12 22-8-8 4-1-12 21-1-12 4-3-8 17-0-0 4-3-8 27-0-0 4-6-8 37-3-0 5-8-8 32-8-8 4-1-11 41-4-11 6-5-8 6-5-8 6-3-0 12-8-8 0-10-8 0-10-8 2-1-12 34-7-12 4-3-8 21-3-8 4-5-4 17-0-0 5-7-0 6-5-8 5-6-0 32-6-0 5-8-8 27-0-0 6-1-4 12-6-12 6-8-15 41-4-118-11-110-6-03-2-32-4-01-0-00-1-138-6-68-6-60-3-88-9-140-1-138-11-11Scale = 1:77.2 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-1-14], [4:0-4-0,0-1-9], [9:0-5-5,Edge], [15:0-2-8,0-2-8], [17:0-5-8,0-2-8] 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 0.49 Vert(LL)-0.07 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.16 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.08 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 245 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-12:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*3-22,13-15,12-11,17-19:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-8-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-4 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14,12-13. 1 Row at midpt 9-15 WEBS 1 Row at midpt 6-16, 8-15, 10-13, 5-19 REACTIONS (size)1=0-3-8, 11= Mechanical, 13=0-3-8 Max Horiz 1=161 (LC 9) Max Uplift 11=-435 (LC 25) Max Grav 1=1272 (LC 1), 11=80 (LC 9), 13=2318 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1897/1, 3-4=-1482/57, 4-5=-1195/62, 5-6=-1222/38, 6-8=-740/30, 8-9=-11/125, 9-10=-29/200, 10-11=-85/73, 11-12=-466/43 BOT CHORD 1-22=-28/1489, 21-22=-28/1489, 19-21=-22/1141, 18-19=-8/45, 17-18=0/77, 6-17=0/369, 16-17=-36/1228, 15-16=-35/740, 14-15=-76/0, 9-15=-348/18, 13-14=-71/0, 12-13=-358/22 WEBS 3-22=0/266, 4-21=0/396, 5-17=-50/131, 6-16=-796/30, 8-16=0/755, 8-15=-1421/8, 13-15=-1162/12, 10-15=-6/1352, 10-13=-1787/0, 10-12=-11/629, 3-21=-440/84, 4-19=-111/246, 5-19=-385/106, 17-19=-20/1182 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 4-3-7, Interior (1) 4-3-7 to 12-8-8, Exterior(2R) 12-8-8 to 18-6-12, Interior (1) 18-6-12 to 32-8-8, Exterior(2R) 32-8-8 to 38-6-12,Interior (1) 38-6-12 to 41-2-15 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor 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 435 lb uplift at joint 11. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481336T6Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:34 Page: 1 ID:VYxjUBRbOe3NLjDnnzN_3gz3U3w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =2x4 =3x5 =3x8 =5x6 =3x6 =3x8 =4x5 =6x8 =2x4 =4x5 =3x6 =2x4 =5x10 =5x6 =2x4 =6x8 =5x8 =3x8 =3x5 =4x5 =3x5 1 23 22 21 20 19 15 14 1317 18 16 122 24 2831127 5 25 6 7 8 26 9 104 2-0-12 34-8-8 5-1-12 21-1-12 5-3-8 16-0-0 3-10-15 43-4-11 5-9-0 32-7-12 5-9-0 26-10-12 4-9-4 39-5-12 5-5-8 5-5-8 5-3-0 10-8-8 0-0-12 34-10-4 0-10-8 0-10-8 2-3-8 34-9-8 4-7-0 5-5-8 5-1-4 10-6-12 5-3-8 21-3-8 5-5-4 16-0-0 5-7-4 26-10-12 5-7-4 32-6-0 8-6-7 43-4-117-7-110-6-01-10-31-0-00-1-137-5-147-5-140-1-137-7-11Scale = 1:77.4 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-1-14], [4:0-3-0,0-2-3], [10:0-4-0,0-1-9], [16:0-5-8,0-4-0], [18:0-5-8,0-4-0] 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 0.46 Vert(LL)-0.08 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.18 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.07 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 240 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-13:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*3-23,20-18,14-16,13-12:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-0-13 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-9 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-16 WEBS 1 Row at midpt 5-22, 6-17, 10-14 REACTIONS (size)1=0-3-8, 12= Mechanical, 14=0-3-8 Max Horiz 1=129 (LC 9) Max Uplift 12=-610 (LC 25) Max Grav 1=1200 (LC 25), 12=103 (LC 9), 14=2710 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1798/9, 3-4=-1469/54, 4-5=-1147/70, 5-6=-1273/27, 6-8=-601/44, 8-9=-601/44, 9-10=0/553, 10-11=-30/1150, 11-12=-81/51, 12-13=-641/62 BOT CHORD 1-23=-27/1410, 22-23=-27/1410, 20-22=-26/1273, 19-20=-2/52, 18-19=0/92, 6-18=0/437, 17-18=-39/1282, 16-17=-542/48, 15-16=-102/0, 9-16=-1448/66, 14-15=-62/0, 13-14=-621/29 WEBS 3-23=0/212, 3-22=-341/72, 4-22=0/470, 5-22=-314/96, 5-20=-170/74, 18-20=-24/1252, 5-18=-58/57, 6-17=-1002/24, 8-17=-360/77, 9-17=0/1651, 14-16=-968/47, 10-16=-62/1006,10-14=-1713/30, 11-14=-491/73,11-13=-22/955 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 4-5-13, Interior (1) 4-5-13 to 10-8-8, Exterior(2R) 10-8-8 to 16-10-2, Interior (1) 16-10-2 to 34-8-8, Exterior(2R) 34-8-8 to 40-10-2, Interior (1) 40-10-2 to 43-2-15 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 610 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481337T7Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:35 Page: 1 ID:hxeJMlnAoEbPi1M9QrtYBaz3U3U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =4x5 =4x5 =2x4 =3x8 =5x6 =3x6 =3x8 =4x5 =3x5 =3x5 =5x10 =3x6 =2x4 =5x8 =6x8 =3x5 =3x5 =4x5 =5x8 =3x5 =2x4 =5x10 =4x5 1 22 21 20 19 15 14 13 12181716 262 3 112325 5 6 7 8 24 9 104 4-0-12 36-8-8 4-5-8 4-5-8 4-3-0 8-8-8 4-3-0 40-11-8 4-5-4 45-4-11 5-9-0 32-7-12 5-9-0 26-10-12 6-1-12 21-1-12 6-3-8 15-0-0 0-10-3 45-4-11 0-10-8 0-10-8 2-2-8 36-10-4 2-1-12 34-7-12 5-7-4 26-10-12 5-7-4 32-6-0 6-3-8 21-3-8 6-5-4 15-0-0 7-8-4 8-6-12 7-8-4 44-6-86-3-110-6-00-6-31-0-00-1-136-1-146-1-140-1-136-3-11Scale = 1:80.2 Plate Offsets (X, Y):[1:0-4-1,0-2-0], [1:Edge,0-2-14], [4:0-3-0,0-2-3], [10:0-4-0,0-1-9], [12:Edge,0-1-4], [12:0-1-0,0-9-0], [16:0-2-4,0-2-8], [18:0-2-12,0-2-0] 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 0.93 Vert(LL)-0.14 1-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.29 1-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.07 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 230 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-12:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*22-3,8-17,14-16,13-11:2x4 SPF Stud WEDGE Right: 2x10 SP 2400F 2.0E SLIDER Left 2x8 SP 2400F 2.0E -- 2-5-11 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except 2-0-0 oc purlins (4-7-4 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 8-16, 10-14 REACTIONS (size)1=0-3-8, 12=0-3-8, 14=0-3-8 Max Horiz 1=-95 (LC 8) Max Uplift 12=-483 (LC 25) Max Grav 1=1164 (LC 25), 12=124 (LC 9), 14=2750 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1725/0, 3-4=-1529/0, 4-5=-1215/0, 5-6=-1422/24, 6-8=-1432/23, 8-9=0/912, 9-10=0/923, 10-11=-65/1127, 11-12=-114/1012 BOT CHORD 1-22=-21/1346, 20-22=-21/1490, 19-20=0/92, 18-19=0/116, 6-18=-346/74, 17-18=-29/565, 16-17=-29/565, 15-16=-52/17, 9-16=-321/70, 14-15=-53/0, 13-14=-930/28, 12-13=-785/85 WEBS 3-22=-180/105, 4-22=0/513, 5-22=-450/89, 5-20=-109/79, 18-20=-27/1417, 5-18=-109/33, 8-18=-6/1145, 8-17=0/263, 8-16=-1890/1, 14-16=-1704/1, 10-16=-31/1029, 10-14=-1988/0, 10-13=0/411, 11-13=-340/88 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 4-8-4, Interior (1) 4-8-4 to 8-8-8, Exterior(2R) 8-8-8 to 15-0-0, Interior (1) 15-0-0 to 36-8-8, Exterior(2R) 36-8-8 to 43-1-9, Interior (1)43-1-9 to 45-2-15 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 12. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481338T8Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:35 Page: 1 ID:WPeIsAGmyRGzd64jGnDsFdz3UAb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =6x8 =3x5 =2x4 Special 1 6 5 4 9 7 2 8 3 2-0-0 6-7-0 4-7-0 4-7-0 0-2-12 1-1-4 0-10-8 0-10-8 2-1-12 6-7-0 3-4-0 4-5-43-6-110-6-03-6-11Scale = 1:36.9 Plate Offsets (X, Y):[2:0-6-0,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 0.44 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6=0-5-8 Max Horiz 6=79 (LC 5) Max Uplift 4=-72 (LC 5), 6=-15 (LC 8) Max Grav 4=423 (LC 1), 6=403 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-74/212, 2-3=-28/21, 3-4=-56/12 BOT CHORD 1-6=-121/90, 5-6=-54/208, 4-5=-52/192 WEBS 2-5=-49/348, 2-4=-375/71, 2-6=-427/65 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=15ft; 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 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 72 lb uplift at joint 4 and 15 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 325 lb down and 89 lb up at 4-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-159 (F), 9=-152 (F) Job Truss Truss Type Qty Ply Provenance BR I53481339T9Jack-Closed Girder 2 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:36 Page: 1 ID:1MHgVJpuCOuyBS_JuvXZFKz3SS8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =2x4 =2x4 1 3 4 2 4-7-0 0-10-8 0-10-8 3-8-8 4-7-03-6-110-6-03-6-11Scale = 1:29.6 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] 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 0.30 Vert(LL)-0.02 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.04 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=76 (LC 9) Max Uplift 3=-16 (LC 12) Max Grav 1=172 (LC 1), 3=177 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-113/88, 2-3=-134/110 BOT CHORD 1-3=-37/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-5-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3. 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 Provenance BR I53481340T9AJack-Closed 2 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:37 Page: 1 ID:im1vC9GYuZIuN1Mm05F4Crz3SVR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 1-1-4 1-1-4 1-4-11 2-5-15 0-2-12 1-1-4 0-10-8 0-10-8 1-4-11 2-5-152-1-150-6-02-1-15Scale = 1:37.8 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 0.05 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 9 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 2-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-5-8 Max Horiz 5=42 (LC 9) Max Uplift 4=-28 (LC 9) Max Grav 4=30 (LC 10), 5=177 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/50, 2-3=-37/30, 3-4=-38/38 BOT CHORD 1-5=-43/75, 4-5=-22/23 WEBS 2-5=-111/69 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 28 lb uplift at joint4. 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 Provenance BR I53481341T10Jack-Closed 4 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:37 Page: 1 ID:bYGQ2XJ2xopKsegXFwK0Mhz3SVN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =3x5 =3x5 1 5 4 2 6 7 8 3 1-1-4 1-1-4 5-5-12 6-7-0 0-1-8 6-7-0 0-2-12 1-1-4 0-10-8 0-10-8 5-4-4 6-5-84-10-110-6-04-10-11Scale = 1:45.8 Plate Offsets (X, Y):[4:Edge,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 0.31 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 22 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-5-8 Max Horiz 5=108 (LC 9) Max Uplift 4=-26 (LC 12) Max Grav 4=218 (LC 19), 5=311 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-218/126, 2-3=-141/85, 3-4=-147/112 BOT CHORD 1-5=-85/160, 4-5=-49/63 WEBS 2-5=-296/166 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-5-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss tobearing plate at joint(s) 4. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481342T11Jack-Closed 12 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:37 Page: 1 ID:IkPdjme_b5CVboEjL5JLyNz3SUy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =2x4 =3x10 =2x4 =3x5 =2x4 1 8 7 2 6 5 9 3 10 41-8-8 1-0-4 1-0-4 2-0-0 3-0-4 3-6-12 6-7-0 0-1-8 6-7-0 0-1-12 1-0-4 0-10-8 0-10-8 2-1-12 3-2-0 3-3-8 6-5-84-10-110-6-00-7-101-0-04-10-11Scale = 1:45.8 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 0.13 Vert(LL)-0.01 6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-3:2x4 SPF Stud WEBS 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: 6-7. REACTIONS (size)5=0-1-8, 8=0-3-8 Max Horiz 8=98 (LC 9) Max Uplift 5=-27 (LC 12) Max Grav 5=221 (LC 19), 8=306 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-115/0, 2-3=-186/21, 3-4=-91/59, 4-5=-93/67 BOT CHORD 1-8=0/113, 7-8=-110/145, 6-7=-18/31, 3-6=0/89, 5-6=-177/274 WEBS 3-5=-265/155, 2-8=-195/62 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-4, Interior (1) 3-0-4 to 6-5-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481343T12Jack-Closed 5 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:37 Page: 1 ID:fzkyKHvnPr_NEAvydjiWr0z3SUc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =4x5 =3x5 =3x5 =3x5 =3x5 =4x8 =5x6 =5x8 =3x5 =3x5 1 11 10 9 8 7 14 2 3 4 15 12 13 5 16 6 6-0-14 22-9-6 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 0-2-12 1-1-4 0-10-8 0-10-8 5-11-2 22-5-14 7-4-4 8-5-8 8-1-4 16-6-12 0-3-8 22-9-60-6-02-1-1311-7-119-5-14Scale = 1:78.6 Plate Offsets (X, Y):[5:0-3-12,0-2-0], [6:0-1-8,0-3-0] 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 0.50 Vert(LL)-0.08 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.18 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)-0.27 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 128 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-2:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-8-8 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS (size)11=0-5-8, 13=0-3-8 Max Horiz 11=255 (LC 9) Max Uplift 13=-9 (LC 9) Max Grav 11=943 (LC 1), 13=844 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/0, 2-4=-978/4, 4-5=-522/46, 5-6=-355/61, 7-12=0/90, 6-12=0/90 BOT CHORD 1-11=0/213, 10-11=-119/861, 8-10=-100/633, 7-8=-88/113 WEBS 2-10=-196/118, 4-10=0/374, 4-8=-486/116, 5-8=-115/108, 6-8=-36/730, 2-11=-980/12, 6-13=-854/8 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-4-2 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 13. 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 Provenance BR I53481344T13Piggyback Base 4 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:38 Page: 1 ID:x_5tdp5tf2chopRqbdpV64z3SIl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =5x10 =3x5 =4x8 =2x4 =5x6 =6x8 =2x4 =2x4 =3x5 =6x12 =2x4 =4x6 =6x8 =3x5 1 15 14 13 10 9 8 7 111218 2 3 4 16 17 5 19 6 2-5-8 12-6-4 4-2-4 16-8-8 4-10-4 10-0-12 5-2-8 5-2-8 6-0-14 22-9-6 0-2-12 1-1-4 0-7-0 22-5-14 0-10-8 0-10-8 2-2-0 12-4-8 4-1-4 5-2-8 4-2-4 16-6-12 5-0-0 10-2-8 5-4-2 21-10-14 0-3-8 22-9-60-6-02-1-132-0-011-7-112-0-02-0-07-5-149-5-14Scale = 1:78.8 Plate Offsets (X, Y):[3:0-2-12,0-3-0], [5:0-5-12,0-1-0], [7:Edge,0-3-8], [11:0-2-12,0-2-4], [12:0-5-8,0-1-8] 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 0.66 Vert(LL)-0.06 4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.13 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)-0.25 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-7:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*2-14,14-12,12-2,9-11:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 5-8 REACTIONS (size)15=0-5-8, 17=0-3-8 Max Horiz 15=255 (LC 9) Max Uplift 17=-9 (LC 9) Max Grav 15=943 (LC 1), 17=844 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/40, 2-4=-1249/22, 4-5=-932/100, 5-6=-92/80, 7-16=-17/695, 6-16=-17/695 BOT CHORD 1-15=0/82, 14-15=-109/876, 13-14=0/30, 12-13=0/91, 3-12=-9/441, 11-12=-134/976, 10-11=0/45, 4-11=-190/92, 9-10=-4/9, 8-9=-80/347, 7-8=-86/117 WEBS 2-14=-292/109, 12-14=-123/925, 2-12=-26/116, 3-11=-542/71, 9-11=-84/378, 5-11=-103/937, 5-9=-29/160, 2-15=-1063/0, 5-8=-749/39, 6-17=-854/8 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-4-2 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 17. 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 Provenance BR I53481345T14Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:38 Page: 1 ID:Pt?Xbnhgs?p7Dplcff6rqVz3SBX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =4x5 =3x5 =3x5 =3x5 =3x5 =4x8 =5x6 =3x5 =3x5 =6x12 1 12 11 10 9 8 15 2 3 4 16 13 14 67175 0-10-8 22-9-6 5-2-6 21-10-14 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 0-2-12 1-1-4 0-10-8 0-10-8 5-11-2 22-5-14 7-4-4 8-5-8 8-1-4 16-6-12 0-3-8 22-9-60-6-02-1-1311-7-119-5-14Scale = 1:78.6 Plate Offsets (X, Y):[5:0-3-0,0-2-3], [7:Edge,0-4-8] 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 0.40 Vert(LL)-0.08 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.18 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.16 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-8-8 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 5-9 REACTIONS (size)12=0-5-8, 14=0-3-8 Max Horiz 12=253 (LC 9) Max Uplift 14=-9 (LC 9) Max Grav 12=943 (LC 1), 14=844 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/0, 2-4=-978/5, 4-5=-521/46, 5-6=-356/62, 6-7=-97/95, 8-13=0/90, 7-13=0/90 BOT CHORD 1-12=0/213, 11-12=-118/861, 9-11=-99/633, 8-9=-81/102 WEBS 2-11=-196/118, 4-11=0/374, 4-9=-483/113, 5-9=-164/121, 2-12=-981/14, 6-9=-52/777, 7-14=-852/10 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-4-2 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 14. 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 Provenance BR I53481346T15Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:39 Page: 1 ID:m5LrDJyUgma0sCRrxGV?j8z3SBB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =4x5 =3x5 =3x5 =3x5 =3x5 =4x8 =5x6 =5x8 =3x5 =3x5 1 11 10 9 8 7 14 2 3 4 15 12 13 5 16 6 6-0-14 22-9-6 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 0-2-12 1-1-4 0-10-8 0-10-8 5-11-2 22-5-14 7-4-4 8-5-8 8-1-4 16-6-12 0-3-8 22-9-60-6-02-1-1311-7-119-5-14Scale = 1:78.6 Plate Offsets (X, Y):[5:0-3-12,0-2-0], [6:0-1-8,0-3-0] 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 0.50 Vert(LL)-0.08 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.18 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)-0.27 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 128 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-2:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-8-8 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS (size)11=0-5-8, 13=0-3-8 Max Horiz 11=255 (LC 9) Max Uplift 13=-9 (LC 9) Max Grav 11=943 (LC 1), 13=844 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/0, 2-4=-978/4, 4-5=-522/46, 5-6=-355/61, 7-12=0/90, 6-12=0/90 BOT CHORD 1-11=0/213, 10-11=-119/861, 8-10=-100/633, 7-8=-88/113 WEBS 2-10=-196/118, 4-10=0/374, 4-8=-486/116, 5-8=-115/108, 6-8=-36/730, 2-11=-980/12, 6-13=-854/8 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-4-2 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 13. 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 Provenance BR I53481347T16Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:39 Page: 1 ID:il_1CpAOCb_Je7OVZmLS?8z3SAu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 =5x6 =3x6 =6x8 =3x5 1 11 10 9 8 7 14 2 3 4 12 13 5 15 6 4-2-4 16-8-8 6-0-14 22-9-6 5-8-9 5-8-9 6-9-11 12-6-4 0-10-8 0-10-8 4-0-8 16-6-12 4-10-1 5-8-9 5-11-2 22-5-14 6-9-11 12-6-4 0-3-8 22-9-60-6-02-1-1311-7-119-5-14Scale = 1:76.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-3-12,0-2-0] 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 0.44 Vert(LL)-0.04 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.08 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)-0.23 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11:2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 4-10, 5-8, 5-7 REACTIONS (size)1=0-3-8, 10=0-3-8, 13=0-3-8 Max Horiz 1=255 (LC 9) Max Uplift 1=-2 (LC 12), 10=-61 (LC 9), 13=-63 (LC 12) Max Grav 1=452 (LC 20), 10=1099 (LC 1), 13=272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-593/147, 2-4=-254/345, 4-5=-212/169, 5-6=-86/87, 7-12=-67/169, 6-12=-67/169 BOT CHORD 1-11=-130/358, 10-11=-130/358, 8-10=-103/0, 7-8=-50/69 WEBS 2-11=0/281, 2-10=-508/79, 4-10=-732/156, 4-8=-69/340, 5-8=-231/176, 5-7=-151/133, 6-13=-279/119 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-4-2 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)Provide adequate drainage to prevent water ponding. 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 10, 2 lb uplift at joint 1 and 63 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 Provenance BR I53481348T17Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:39 Page: 1 ID:ylZsfiVi4aFdm6NV4DpY2dz3SAU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 =5x6 =3x6 =6x8 =3x5 1 11 10 9 8 7 14 2 3 4 12 13 5 15 6 4-2-4 16-8-8 6-0-14 22-9-6 5-8-9 5-8-9 6-9-11 12-6-4 0-10-8 0-10-8 4-0-8 16-6-12 4-10-1 5-8-9 5-11-2 22-5-14 6-9-11 12-6-4 0-3-8 22-9-60-6-02-1-1311-7-119-5-14Scale = 1:76.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-3-12,0-2-0] 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 0.44 Vert(LL)-0.04 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.08 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)-0.23 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11:2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 4-10, 5-8, 5-7 REACTIONS (size)1=0-3-8, 10=0-3-8, 13=0-3-8 Max Horiz 1=255 (LC 9) Max Uplift 1=-2 (LC 12), 10=-61 (LC 9), 13=-63 (LC 12) Max Grav 1=452 (LC 20), 10=1099 (LC 1), 13=272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-593/147, 2-4=-254/345, 4-5=-212/169, 5-6=-86/87, 7-12=-67/169, 6-12=-67/169 BOT CHORD 1-11=-130/358, 10-11=-130/358, 8-10=-103/0, 7-8=-50/69 WEBS 2-11=0/281, 2-10=-508/79, 4-10=-732/156, 4-8=-69/340, 5-8=-231/176, 5-7=-151/133, 6-13=-279/119 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-4-2 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)Provide adequate drainage to prevent water ponding. 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 10, 2 lb uplift at joint 1 and 63 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 Provenance BR I53481349T17APiggyback Base 3 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:40 Page: 1 ID:ylZsfiVi4aFdm6NV4DpY2dz3SAU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =5x6 =3x8 1 11 10 9 8 7 14 2 3 4 1213 5 6 0-5-4 18-6-8 1-4-12 18-1-4 4-2-4 16-8-8 5-8-9 5-8-9 6-9-11 12-6-4 0-10-8 0-10-8 1-8-4 18-3-0 4-0-8 16-6-12 4-10-1 5-8-9 6-9-11 12-6-4 0-3-8 18-6-80-6-02-1-1311-7-119-5-14Scale = 1:75.4 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-3-12,0-2-0] 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 0.43 Vert(LL)0.02 7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.08 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)-0.13 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-12,2-11:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 4-10, 5-8, 5-7 REACTIONS (size)1=0-3-8, 10=0-3-8, 13=0-3-8 Max Horiz 1=254 (LC 9) Max Uplift 10=-56 (LC 9), 13=-110 (LC 12) Max Grav 1=466 (LC 20), 10=921 (LC 19), 13=151 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-615/100, 2-4=-263/290, 4-5=-168/121, 5-6=-86/95, 7-12=-50/89, 6-12=-49/89 BOT CHORD 1-11=-95/398, 10-11=-95/398, 8-10=-52/0, 7-8=-84/96 WEBS 2-11=0/278, 2-10=-503/81, 4-10=-543/208, 4-8=-124/262, 5-8=-284/225, 5-7=-103/90, 6-13=-203/169 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1)3-1-12 to 16-8-8, Exterior(2E) 16-8-8 to 18-1-4 zone;cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 10 and 110 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 Provenance BR I53481350T18Piggyback Base 4 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:40 Page: 1 ID:ZCiNX9NUM4MiW0iOvVWOsNz3RTS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =4x8 =5x6 =3x5 =5x10 =3x5 1 10 9 8 7 2 3 4 13 1112 5 14 6 0-5-4 22-7-0 5-5-4 22-1-12 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 0-10-8 0-10-8 5-8-12 22-3-8 7-7-0 8-5-8 8-1-4 16-6-12 0-3-8 22-7-00-6-02-1-1311-7-119-5-14Scale = 1:71.6 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-3-12,0-2-0], [6:Edge,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 0.82 Vert(LL)-0.13 1-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.27 1-10 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT)-0.27 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,10-2:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS (size)1=0-3-8, 12=0-3-8 Max Horiz 1=255 (LC 9) Max Uplift 12=-6 (LC 12) Max Grav 1=892 (LC 1), 12=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1248/0, 2-4=-1071/0, 4-5=-527/61, 5-6=-359/70, 7-11=0/90, 6-11=0/90 BOT CHORD 1-10=-158/974, 8-10=-123/670, 7-8=-87/113 WEBS 2-10=-268/118, 4-10=0/465, 4-8=-542/112, 5-8=-108/110, 6-8=-60/760, 6-12=-878/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-8-8, Exterior(2R) 16-8-8 to 19-8-8, Interior (1) 19-8-8 to 22-1-12 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 12. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481351T19Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:41 Page: 1 ID:JOYGMqRBVQfdnBJbvqdKE8z3RUf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =4x8 =5x6 =3x5 =5x10 =3x5 1 10 9 8 7 13 2 3 4 14 1112 5 15 6 0-5-4 22-7-0 5-5-4 22-1-12 5-6-0 11-2-8 5-8-9 5-8-9 5-6-0 16-8-8 0-10-8 0-10-8 5-8-12 22-3-8 7-7-0 8-5-8 8-1-4 16-6-12 0-3-8 22-7-00-6-02-1-1311-7-119-5-14Scale = 1:71.6 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-3-12,0-2-0], [6:Edge,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 0.82 Vert(LL)-0.13 1-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.27 1-10 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT)-0.27 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,10-2:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS (size)1=0-3-8, 12=0-3-8 Max Horiz 1=255 (LC 9) Max Uplift 12=-6 (LC 12) Max Grav 1=892 (LC 1), 12=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1248/0, 2-4=-1071/0, 4-5=-527/46, 5-6=-359/61, 7-11=0/90, 6-11=0/90 BOT CHORD 1-10=-99/974, 8-10=-92/670, 7-8=-88/113 WEBS 2-10=-268/118, 4-10=0/465, 4-8=-542/112, 5-8=-108/110, 6-8=-33/760, 6-12=-878/9 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-8-8, Exterior(2R) 16-8-8 to 20-11-7, Interior (1) 20-11-7 to 22-1-12 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 12. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481352T20Piggyback Base 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:41 Page: 1 ID:XfkXT1Uhr2kErWrnTzdfmaz3RPR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =4x8 =4x8 =2x4 =5x10 =3x5 1 10 9 8 7 13 2 3 4 14 1112 616155 0-10-9 11-7-8 4-9-15 10-8-15 5-11-1 5-11-1 5-8-8 17-4-0 0-3-8 22-7-0 4-11-8 22-3-8 0-10-8 0-10-8 5-1-4 22-3-8 6-7-6 7-5-14 9-8-6 17-2-412-0-110-6-011-10-148-11-140-1-1311-10-1411-10-140-1-1312-0-11Scale = 1:73 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-4-0,0-1-9], [6:Edge,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 0.81 Vert(LL)-0.17 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.37 8-10 >731 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.26 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-2,6-11:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-8, 5-8 REACTIONS (size)1=0-3-8, 12=0-3-8 Max Horiz 1=289 (LC 12) Max Uplift 12=-39 (LC 12) Max Grav 1=892 (LC 1), 12=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1265/0, 2-4=-1149/0, 4-5=-491/0, 5-6=-329/24 BOT CHORD 1-10=-147/978, 8-10=-95/636, 7-8=-1/17 WEBS 4-8=-543/125, 5-8=-118/71, 2-10=-280/129, 4-10=-10/519, 7-11=0/49, 6-11=0/49, 6-8=-58/792, 6-12=-872/39 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 17-4-0, Exterior(2R) 17-4-0 to 21-6-15, Interior (1) 21-6-15 to 22-1-12 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)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481353T21Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:41 Page: 1 ID:K7uyi9drLqXl5xo7OpCUYVz3REw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x6 =3x5 =3x5 =5x8 =3x8 =6x8 =3x5 1 9 8 7 6 12 2 3 13 10 11 5144 6-9-12 22-1-12 7-9-4 7-9-4 7-6-12 15-4-0 0-1-12 22-3-8 0-3-8 22-7-0 0-10-8 0-10-8 6-10-12 7-9-4 7-1-4 22-3-8 7-5-0 15-2-410-8-110-6-010-6-148-11-140-1-1310-6-1410-6-140-1-1310-8-11Scale = 1:72.6 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [4:0-4-0,0-1-9] 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 0.79 Vert(LL)-0.10 1-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.23 1-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.15 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 113 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-10:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-10-3 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-6 REACTIONS (size)1=0-3-8, 11=0-3-8 Max Horiz 1=239 (LC 9) Max Uplift 11=-6 (LC 9) Max Grav 1=892 (LC 1), 11=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1215/0, 2-4=-675/39, 4-5=-103/92, 6-10=0/688, 5-10=0/688 BOT CHORD 1-9=-88/927, 7-9=-88/927, 6-7=-76/439 WEBS 2-9=0/334, 2-7=-600/109, 4-7=0/552, 4-6=-742/32, 5-11=-918/2 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 15-4-0, Exterior(2R) 15-4-0 to 19-6-15, Interior (1) 19-6-15 to 22-1-12 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)Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 11. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481354T22Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:42 Page: 1 ID:xANNU?qx1E?iT9s9h6Th3Nz3RDN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =5x8 =3x8 =4x8 =3x5 =3x5 =3x6 =3x5 1 9 8 7 6 10 2 11 4 12 53 4-6-0 17-10-0 6-9-4 6-9-4 6-6-12 13-4-0 4-9-8 22-7-8 0-10-8 0-10-8 5-10-12 6-9-4 6-5-0 13-2-4 9-5-4 22-7-89-4-110-6-09-2-140-1-139-2-149-2-140-1-139-4-11Scale = 1:64 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [2:0-4-0,0-3-0], [3:0-4-0,0-1-9] 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 0.75 Vert(LL)-0.22 6-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.45 6-8 >595 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-5-10 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS (size)1=0-3-8, 6=0-3-8 Max Horiz 1=216 (LC 11) Max Uplift 6=-10 (LC 9) Max Grav 1=893 (LC 1), 6=893 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1249/30, 3-4=-566/49, 4-5=-95/93, 5-6=-118/33 BOT CHORD 1-9=-86/962, 8-9=-87/960, 6-8=-65/368 WEBS 2-9=0/253, 2-8=-497/102, 3-8=0/201, 4-8=0/436, 4-6=-779/48 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 17-10-0, Interior (1) 17-10-0 to 22-5-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481355T23Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:42 Page: 1 ID:o67diRn_aCk4kfW2_Lsvyqz3R9Z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =5x8 =3x5 =2x4 =4x8 =3x5 =2x4 1 9 8 7 6 10 2 11 4 13 5123 5-6-0 16-10-0 5-9-4 5-9-4 5-6-12 11-4-0 5-9-8 22-7-8 0-10-8 0-10-8 5-9-8 22-7-8 6-8-9 7-7-1 9-2-15 16-10-08-0-110-6-07-10-140-1-137-10-147-10-140-1-138-0-11Scale = 1:54.2 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [3:0-4-0,0-1-9] 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 0.82 Vert(LL)-0.14 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.28 7-9 >941 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-2:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-9-4 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7 REACTIONS (size)1=0-3-8, 6=0-3-8 Max Horiz 1=184 (LC 11) Max Uplift 6=-10 (LC 9) Max Grav 1=893 (LC 1), 6=893 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1272/0, 2-3=-1142/28, 3-4=-538/31, 4-5=-535/30, 5-6=-854/27 BOT CHORD 1-9=-81/987, 7-9=-65/650, 6-7=-69/81 WEBS 2-9=-288/133, 3-9=-12/505, 3-7=-221/65, 4-7=-398/89, 5-7=-3/887 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-4-0, Exterior(2R) 11-4-0 to 15-6-15, Interior (1) 15-6-15 to 22-5-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481356T24Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:43 Page: 1 ID:2TKb?O7cRJjKZiVO_9LxyEz3R7q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =4x5 =3x5 =3x5 =2x4 =4x5 =4x5 =5x10 1 9 8 7 6 5 2 4 10 11 3 5-3-8 17-0-8 5-11-12 5-11-12 5-9-4 11-9-0 5-7-0 22-7-8 0-10-8 0-10-8 6-8-9 7-7-1 7-4-8 14-11-8 7-8-0 22-7-80-6-01-1-08-4-0Scale = 1:59.5 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [6:0-8-1,0-0-1] 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 0.81 Vert(LL)-0.09 1-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.20 1-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.03 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-3,7-3:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E SLIDER Right 2x8 SP 2400F 2.0E -- 3-6-5 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 6=0-3-8 Max Horiz 1=127 (LC 11) Max Grav 1=899 (LC 1), 6=899 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1269/0, 2-3=-1155/48, 3-4=-1012/41, 4-6=-1180/0 BOT CHORD 1-9=-6/984, 7-9=0/637, 6-7=0/854 WEBS 2-9=-316/139, 3-9=-41/518, 3-7=-29/383, 4-7=-225/133 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-9-0, Exterior(2R) 11-9-0 to 14-9-0, Interior(1) 14-9-0 to 22-7-8 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)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 Provenance BR I53481357T25Common51Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:43 Page: 1 ID:WwPOmYLvBr?njTtr2xg9g1z3R7Y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =4x5 =2x4 1 4 3 2 6-5-2 0-1-8 1-3-4 1-1-12 1-1-12 5-1-14 6-5-24-9-70-6-04-9-7Scale = 1:38.5 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 0.74 Vert(LL)-0.02 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.05 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-2:2x4 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 (size)3= Mechanical, 4=0-3-0 Max Horiz 4=106 (LC 9) Max Uplift 3=-25 (LC 12) Max Grav 3=212 (LC 19), 4=304 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-221/312, 2-3=-182/149 BOT CHORD 1-4=-186/247, 3-4=-50/54 WEBS 2-4=-242/178 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-3-6 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3. 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 Provenance BR I53481358T26Monopitch61Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:43 Page: 1 ID:3M0az4ZGPtjRK?5FSf_rGKz3R5z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =4x5 =5x8 =2x4 =5x10 =3x5 1 6 5 107 2 4 8 9 3 4-3-4 4-3-4 4-0-12 8-4-0 4-0-12 12-4-12 4-3-4 16-8-0 0-10-8 0-10-8 0-10-8 16-8-0 7-5-8 8-4-0 7-5-8 15-9-80-6-06-0-11Scale = 1:43.5 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:Edge,0-0-10], [5:0-0-13,0-9-5], [6:0-4-0,0-3-4] 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 0.53 Vert(LL)-0.10 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.21 5-6 >945 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-3:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0ERight: 2x10 SP 2400F 2.0E 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 (size)1=0-3-8, 5=0-3-8 Max Horiz 1=-91 (LC 8) Max Grav 1=655 (LC 1), 5=655 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-884/16, 2-3=-681/21, 3-4=-681/21, 4-5=-884/16 BOT CHORD 1-5=-16/681 WEBS 3-6=0/473, 4-6=-232/99, 2-6=-232/99 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior (1) 11-4-0 to 16-6-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss 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 Provenance BR I53481359T27Common11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:44 Page: 1 ID:eKOIUhxi6Pd2YmzDnf171tz3R5U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =4x5 =5x8 =2x4 =5x6 =3x10 1 7 6 5 8 42 9 10 3 3-4-12 15-9-8 4-3-4 4-3-4 4-0-12 8-4-0 4-0-12 12-4-12 0-10-8 0-10-8 7-5-8 8-4-0 7-5-8 15-9-80-6-01-1-06-0-11Scale = 1:43.5 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [6:0-8-1,0-0-1], [7:0-4-0,0-3-0] 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 0.49 Vert(LL)-0.11 1-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.23 1-7 >810 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E SLIDER Right 2x8 SP 2400F 2.0E -- 2-2-8 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 (size)1=0-3-8, 6=0-3-8 Max Horiz 1=-91 (LC 10) Max Grav 1=626 (LC 1), 6=626 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-830/28, 2-3=-628/31, 3-4=-617/30, 4-6=-780/27 BOT CHORD 1-6=-20/638 WEBS 2-7=-233/98, 3-7=0/410, 4-7=-133/95 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior (1) 11-4-0 to 15-9-8 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss 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 Provenance BR I53481360T28Common11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:44 Page: 1 ID:us0z3CfLzrBXl_ZlIG6BSXz3R4Y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x10 =4x5 =4x8 =3x5 =3x5 =5x10 =2x4 =2x4 =3x5 7 1 11 10 9 8 6 14 2 513412 3 3-3-8 11-7-8 4-3-4 4-3-4 4-0-12 8-4-0 5-0-8 23-0-8 6-4-8 18-0-0 0-2-12 22-2-0 0-10-8 23-0-8 0-10-8 0-10-8 3-9-8 21-11-4 5-0-8 5-11-0 5-6-12 11-5-12 6-8-0 18-1-126-0-110-6-00-1-133-8-83-8-80-1-133-10-52-2-56-0-11Scale = 1:53 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [4:0-3-0,0-2-4], [5:0-3-4,Edge], [9:0-2-0,0-1-8] 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 0.81 Vert(LL)-0.06 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.16 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.04 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 11-3,11-4,10-5:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except 2-0-0 oc purlins (3-7-5 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 7=0-5-8 Max Horiz 1=-91 (LC 10) Max Grav 1=878 (LC 1), 7=954 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1281/0, 2-3=-1171/12, 3-4=-748/30, 4-5=-1433/0, 5-6=-141/40 BOT CHORD 1-11=0/997, 10-11=0/1424, 8-10=0/897, 7-8=0/901, 6-7=0/66 WEBS 2-11=-197/98, 3-11=0/871, 4-11=-1004/15, 4-10=-155/63, 5-8=0/222, 5-10=0/603, 5-7=-1107/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-4-0, Exterior(2E) 8-4-0 to 11-7-8, Interior (1) 11-7-8 to 18-0-0, Exterior(2R) 18-0-0 to 21-0-0, Interior (1) 21-0-0 to 23-0-8 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)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 Provenance BR I53481361T29Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:44 Page: 1 ID:BUT26PyOKCC7dgOMiIYpRaz3R4A-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =4x5 =6x12 =5x8 =3x5 =5x10 =2x4 =2x4 =3x8 7 1 10 9 8 6 132 11 5124 3 1-3-8 9-7-8 4-3-4 4-3-4 4-0-12 8-4-0 6-4-8 16-0-0 7-0-8 23-0-8 0-2-12 22-2-0 0-10-8 23-0-8 0-10-8 0-10-8 5-9-8 21-11-4 6-8-0 16-1-12 8-7-4 9-5-126-0-110-6-00-1-135-0-85-0-80-1-135-2-50-10-56-0-11Scale = 1:53 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [4:0-4-0,0-2-5], [5:0-7-4,Edge], [6:0-8-0,0-0-2] 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 0.86 Vert(LL)-0.20 1-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.42 1-10 >635 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-4,8-5:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except 2-0-0 oc purlins (4-7-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 7=0-5-8 Max Horiz 1=-91 (LC 10) Max Grav 1=878 (LC 1), 7=954 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1241/4, 2-3=-1022/7, 3-4=-1230/11, 4-5=-1034/0, 5-6=-274/17 BOT CHORD 1-10=0/971, 8-10=0/852, 7-8=0/855, 6-7=0/186 WEBS 2-10=-232/101, 3-10=0/1106, 4-10=-927/54, 5-8=0/223, 5-10=-10/230, 5-7=-920/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-4-0, Exterior(2E) 8-4-0 to 9-7-8, Interior (1) 9-7-8 to 16-0-0, Exterior(2R) 16-0-0 to 19-0-0, Interior (1) 19-0-0 to 23-0-8 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)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 Provenance BR I53481362T30Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:45 Page: 1 ID:8PeffjO_rGl0yC8HpsBGuAz3R3c-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =2x4 =2x4 1 3 2 3-0-8 0-10-8 0-10-8 2-2-0 3-0-82-6-50-6-02-6-5Scale = 1:25.7 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] 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 0.12 Vert(LL)0.00 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=51 (LC 11) Max Uplift 3=-11 (LC 12) Max Grav 1=110 (LC 1), 3=114 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-80/62, 2-3=-87/79 BOT CHORD 1-3=-25/27 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3. 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 Provenance BR I53481363T31Jack-Closed 3 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:45 Page: 1 ID:UNRYjQS6gpNJ2z1EbPnRbEz3R3X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =5x8 =3x5 =4x8 =3x8 =4x5 =3x6 =2x4 1 10 9 8 7 6 11 2 155 3 12 13 14 4 3-7-5 21-6-12 4-11-8 14-0-0 3-11-7 17-11-7 4-7-8 4-7-8 4-5-0 9-0-8 0-10-8 0-10-8 5-3-0 14-1-12 7-5-0 21-6-12 8-0-4 8-10-126-6-50-6-01-5-130-1-136-4-86-4-80-1-136-6-5Scale = 1:47.2 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9] 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 0.81 Vert(LL)-0.18 1-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.37 1-10 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-5,7-6,7-5:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 7= Mechanical Max Horiz 1=108 (LC 9) Max Grav 1=851 (LC 1), 7=851 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1192/10, 2-3=-980/5, 3-4=-687/27, 4-5=-892/9, 5-6=-141/16, 6-7=-140/14 BOT CHORD 1-10=-26/930, 8-10=0/745, 7-8=0/686 WEBS 2-10=-233/104, 3-10=0/359, 4-8=0/252, 5-8=-39/98, 3-8=-162/34, 5-7=-886/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-0-8, Exterior(2R) 9-0-8 to 13-3-7, Interior (1) 13-3-7 to 14-0-0, Exterior(2R) 14-0-0 to 18-0-10, Interior (1) 18-0-10 to 21-5-0 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 Provenance BR I53481364T32Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:46 Page: 1 ID:R15kiwg1Bemcqu_uCvdusEz3R3E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =4x8 =4x8 =5x8 =3x5 =3x5 =3x6 =2x4 1 11 10 9 8 7 6 12 16 2 51315 143 4 0-11-8 0-11-8 12-0-0 4-11-4 16-11-4 4-7-8 21-6-12 5-7-8 5-7-8 5-5-0 11-0-8 0-10-8 0-10-8 1-1-4 12-0-0 4-7-8 21-6-12 4-9-0 5-7-8 4-11-4 16-11-4 5-3-4 10-10-127-10-50-6-01-5-137-1-80-1-137-8-87-8-80-1-137-10-5Scale = 1:64.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9], [9:0-2-12,0-3-0] 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 0.69 Vert(LL)-0.04 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.08 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 10-2,10-3,9-4,9-5:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 7= Mechanical Max Horiz 1=129 (LC 9) Max Grav 1=851 (LC 1), 7=851 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1224/0, 2-3=-842/30, 3-4=-613/40, 4-5=-821/37, 5-6=-960/0, 6-7=-807/0 BOT CHORD 1-11=-2/947, 10-11=-2/947, 8-10=0/746, 7-8=-10/55 WEBS 2-11=0/249, 2-10=-432/82, 3-10=0/267, 4-9=-1/231, 5-9=-228/80, 5-8=-105/53, 6-8=0/718 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-0-8, Exterior(2E) 11-0-8 to 12-0-0, Exterior (2R) 12-0-0 to 16-2-15, Interior (1) 16-2-15 to 21-5-0 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 Provenance BR I53481365T33Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:46 Page: 1 ID:2u9RBCV7tkgKqxRj?PJ3xtz3R0u-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =4x5 =3x5 =4x8 =4x8 =3x5 =2x4 1 9 8 7 6 2 4 5 10 11 3 4-8-12 16-3-0 5-10-6 5-10-6 5-7-14 11-6-4 5-5-12 21-8-12 0-10-8 0-10-8 5-7-8 21-8-12 7-4-4 8-2-12 7-10-8 16-1-48-2-30-6-05-0-55-0-55-0-53-1-138-2-3Scale = 1:55.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [4:0-4-0,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 0.76 Vert(LL)-0.11 1-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.25 1-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-3,7-3,7-5:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 6= Mechanical Max Horiz 1=165 (LC 9) Max Grav 1=858 (LC 1), 6=858 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1194/0, 2-3=-1035/36, 3-4=-981/60, 4-5=-778/7, 5-6=-811/2 BOT CHORD 1-9=-70/924, 7-9=-33/587, 6-7=-38/50 WEBS 2-9=-307/132, 3-9=-10/485, 3-7=-23/373, 4-7=-808/64, 5-7=0/1005 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-6-4, Exterior(2R) 11-6-4 to 14-6-4, Interior (1) 14-6-4 to 21-7-0 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 Provenance BR I53481366T34Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:47 Page: 1 ID:sJ2704mYSoZ34Ti8rkDSNjz3R0X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =4x5 =3x5 =3x10 =5x10 =3x8 =3x5 1 9 8 7 6 2 10 54 3 2-8-12 14-3-0 5-10-6 5-10-6 5-7-14 11-6-4 7-5-12 21-8-12 0-10-8 0-10-8 6-4-15 7-3-7 6-9-13 14-1-4 7-7-8 21-8-128-2-30-6-06-2-80-1-136-2-86-2-80-1-136-4-51-9-138-2-3Scale = 1:55.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [4:0-3-8,0-2-4] 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 0.83 Vert(LL)-0.09 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.19 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 105 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-2:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-10-11 oc purlins, except end verticals, and2-0-0 oc purlins (3-9-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 6= Mechanical Max Horiz 1=173 (LC 9) Max Grav 1=858 (LC 1), 6=858 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1205/0, 2-3=-1104/52, 3-4=-936/48, 4-5=-742/15, 5-6=-788/25 BOT CHORD 1-9=-91/932, 7-9=-53/587, 6-7=-44/64 WEBS 2-9=-313/137, 3-9=-49/511, 3-7=-6/462, 4-7=-821/61, 5-7=0/909 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-6-4, Exterior(2E) 11-6-4 to 14-3-0, Interior(1) 14-3-0 to 21-7-0 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 Provenance BR I53481367T35Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:47 Page: 1 ID:2zG8SSJnsdEh_Oen_hX0iCz3R?q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =5x8 =5x10 =5x6 =3x5 =3x6 =2x4 1 9 8 7 2 10 5 64 3 0-8-12 12-3-0 4-7-2 16-10-2 5-10-6 5-10-6 5-7-14 11-6-4 4-10-10 21-8-12 0-10-8 0-10-8 4-2-13 11-6-4 6-4-15 7-3-7 10-2-8 21-8-128-2-30-6-07-6-80-1-137-6-87-6-80-1-137-8-50-5-138-2-3Scale = 1:58.8 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [4:0-3-0,0-2-3], [8:0-4-4,0-3-0] 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 0.75 Vert(LL)-0.25 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.51 7-8 >500 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 116 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-2:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-10-9 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (size)1=0-3-8, 7= Mechanical Max Horiz 1=184 (LC 9) Max Uplift 7=-2 (LC 13) Max Grav 1=858 (LC 1), 7=858 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1196/0, 2-3=-1094/54, 3-4=-734/35, 4-5=-648/30, 5-6=-82/74, 6-7=-117/25 BOT CHORD 1-9=-118/924, 7-9=-67/608 WEBS 2-9=-309/135, 3-9=-75/458, 3-8=0/420, 4-8=-487/27, 5-8=0/375, 5-7=-780/49 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-6-4, Exterior(2E) 11-6-4 to 12-3-0, Interior (1) 12-3-0 to 21-7-0 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)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 2 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. 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 Provenance BR I53481368T36Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:48 Page: 1 ID:xMgDiibGuBbeihl9ByRs?Zz3R_A-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x6 =3x8 =4x8 =3x5 =3x6 =3x5 1 9 8 7 6 10 2 11 4 12 53 4-3-14 17-1-6 6-6-0 6-6-0 6-3-8 12-9-8 4-7-6 21-8-12 0-10-8 0-10-8 5-7-8 6-6-0 6-1-12 12-7-12 9-1-0 21-8-129-0-50-6-08-10-80-1-138-10-88-10-80-1-139-0-5Scale = 1:62.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [3:0-4-0,0-1-9] 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 0.71 Vert(LL)-0.19 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.39 6-7 >665 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-8-10 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS (size)1=0-3-8, 6= Mechanical Max Horiz 1=207 (LC 9) Max Uplift 6=-10 (LC 9) Max Grav 1=858 (LC 1), 6=858 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1199/0, 2-3=-771/31, 3-4=-544/47, 4-5=-91/90, 5-6=-114/32 BOT CHORD 1-9=-90/922, 7-9=-90/922, 6-7=-65/354 WEBS 2-9=0/242, 2-7=-476/98, 3-7=0/192, 4-7=-2/418, 4-6=-748/46 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-9-8, Exterior(2R) 12-9-8 to 17-1-6, Interior (1) 17-1-6 to 21-7-0 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)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 10 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481369T37Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:48 Page: 1 ID:?F4urqngMoUW?_O2ZbCO6jz3Qzx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x6 =3x8 =6x8 =4x8 =6x8 1 8 7 6 11 2 3 12 9 10 54 1-5-12 16-3-4 7-6-0 7-6-0 7-3-8 14-9-8 0-1-12 16-5-0 0-3-8 16-8-8 0-10-8 0-10-8 6-7-8 7-6-0 8-11-0 16-5-010-4-50-6-010-2-88-11-140-1-1310-2-810-2-80-1-1310-4-5Scale = 1:69.3 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [4:0-5-5,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 0.65 Vert(LL)-0.16 6-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.32 6-8 >620 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT)-0.04 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 85 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,5-9:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or5-3-11 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 4-6 REACTIONS (size)1=0-3-8, 10=0-3-8 Max Horiz 1=234 (LC 9) Max Uplift 10=-34 (LC 12) Max Grav 1=656 (LC 1), 10=634 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-829/0, 2-4=-239/83, 4-5=-112/113, 6-9=-189/755, 5-9=-189/755 BOT CHORD 1-8=-105/635, 6-8=-105/635 WEBS 2-8=0/389, 2-6=-642/94, 4-6=-357/221, 5-10=-676/74 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 14-9-8, Exterior(2E) 14-9-8 to 16-3-4 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)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481370T38Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:48 Page: 1 ID:zKTvyesZsf86eQY5ejHj4?z3QxF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =3x5 =3x5 =3x5 =3x8 =5x8 =3x5 1 8 7 6 11 2 3 4 9 10 5 5-5-6 16-3-4 5-3-10 10-9-14 5-6-3 5-6-3 0-1-12 16-5-0 0-3-8 16-8-8 0-10-8 0-10-8 7-3-8 8-2-0 8-3-0 16-5-00-6-011-5-58-11-1411-7-11Scale = 1:70.1 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:0-3-3,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 0.50 Vert(LL)-0.10 6-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.21 6-8 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT)-0.22 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-2,5-9:2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or5-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (size)1=0-3-8, 10=0-3-8 Max Horiz 1=250 (LC 9) Max Uplift 10=-66 (LC 12) Max Grav 1=656 (LC 1), 10=644 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-855/0, 2-4=-683/16, 4-5=-174/83, 6-9=-30/525, 5-9=-30/525 BOT CHORD 1-8=-139/673, 6-8=-111/377 WEBS 2-8=-260/118, 4-8=0/479, 4-6=-563/95, 5-10=-653/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 10. 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 Provenance BR I53481371T39Monopitch31Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:49 Page: 1 ID:Szm7GJj9azYF64Jig32qJTz3Qur-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x8 =3x10 =4x5 =3x5 =3x5 =5x10 =2x4 =2x4 =3x8 =6x10 =3x5 1 12 8 7 11 10 9 2 15 3 4 16 13 14 5 6 1-2-0 16-3-4 2-5-4 2-5-4 6-3-8 15-1-4 6-4-8 8-9-12 0-1-12 16-5-0 0-3-8 16-8-8 0-10-8 0-10-8 1-5-8 16-5-0 1-9-8 2-8-0 6-1-12 8-9-12 6-1-12 14-11-80-6-011-5-58-11-141-0-011-7-11Scale = 1:80.6 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [2:0-2-8,0-1-8], [6:0-3-4,Edge], [9:0-3-8,0-2-8] 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 0.41 Vert(LL)-0.06 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.16 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.13 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-2:2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-10,7-9,6-13:2x4SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. Except: 1 Row at midpt 5-9 REACTIONS (size)1=0-3-8, 14=0-3-8 Max Horiz 1=250 (LC 9) Max Uplift 14=-66 (LC 12) Max Grav 1=656 (LC 1), 14=644 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-971/0, 2-3=-814/0, 3-5=-266/51, 5-6=-244/40, 7-13=-21/42, 6-13=-21/42 BOT CHORD 1-12=-161/755, 11-12=0/63, 2-11=0/167, 10-11=-362/1804, 9-10=-132/626, 8-9=-111/99, 5-9=-420/217, 7-8=-32/14 WEBS 2-10=-1187/232, 3-10=0/399, 3-9=-626/87, 7-9=-136/189, 6-9=-185/850, 6-14=-648/77 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-3-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 14. 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 Provenance BR I53481372T40Monopitch41Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:49 Page: 1 ID:MRHvnoqJcQTZ_qd8scAeNAz3Qs7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =5x8 =3x5 =4x8 =3x5 =5x10 =3x5 1 7 6 5 4 128911 3102 4-0-0 10-10-0 6-10-0 6-10-0 6-10-0 17-8-0 0-10-8 17-8-0 0-10-8 0-10-8 4-3-8 10-11-12 5-9-12 16-9-8 5-9-12 6-8-45-0-110-6-00-1-134-10-144-10-140-1-135-0-11Scale = 1:41.1 Plate Offsets (X, Y):[1:Edge,0-0-6], [1:0-0-13,0-9-5], [2:0-4-0,0-1-9], [3:0-4-0,0-1-9], [4:Edge,0-0-6], [4:0-0-13,0-9-5] 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 0.65 Vert(LL)-0.06 1-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT)-0.15 1-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.02 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-2:2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0ERight: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 4=0-3-8 Max Horiz 1=-74 (LC 8) Max Grav 1=695 (LC 1), 4=695 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-913/0, 2-3=-654/27, 3-4=-914/0 BOT CHORD 1-7=0/658, 5-7=0/654, 4-5=0/658 WEBS 2-7=0/235, 2-5=-102/103, 3-5=0/235 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 6-10-0, Exterior(2E) 6-10-0 to 10-10-0, Exterior(2R) 10-10-0 to 15-0-15, Interior (1) 15-0-15 to 17-6-4 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)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. 6)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 Provenance BR I53481373T41Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:50 Page: 1 ID:ciO9pVMHUeuTeRPPt8RjcEz3QrS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =2x4 =2x4 1 3 2 1-10-15 0-10-8 0-10-8 1-0-7 1-10-151-9-50-6-01-9-5Scale = 1:28 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] 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 0.04 Vert(LL)0.00 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=33 (LC 11) Max Uplift 3=-7 (LC 12) Max Grav 1=69 (LC 1), 3=73 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-52/41, 2-3=-55/52 BOT CHORD 1-3=-16/17 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3. 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 Provenance BR I53481374T42Jack-Closed 4 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:50 Page: 1 ID:ygB2sDPQIAWmlCHMgh1uJHz3QrN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =2x4 =2x4 1 3 4 2 3-10-15 0-10-8 0-10-8 3-0-7 3-10-153-1-50-6-03-1-5Scale = 1:27.9 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] 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 0.21 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=65 (LC 9) Max Uplift 3=-14 (LC 12) Max Grav 1=145 (LC 1), 3=150 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-98/77, 2-3=-114/97 BOT CHORD 1-3=-31/34 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-9-3 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 3. 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 Provenance BR I53481375T43Jack-Closed 4 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:50 Page: 1 ID:NFsBUESIb5uKcf0xLpabxwz3QrK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =2x4 =2x4 1 3 4 2 4-10-0 0-10-8 0-10-8 3-11-8 4-10-03-8-110-6-03-8-11Scale = 1:30.2 Plate Offsets (X, Y):[1:Edge,0-0-2], [1:0-0-9,0-10-5] 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 0.34 Vert(LL)-0.03 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=80 (LC 9) Max Uplift 3=-17 (LC 12) Max Grav 1=182 (LC 1), 3=188 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/93, 2-3=-142/115 BOT CHORD 1-3=-39/42 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-8-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3. 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 Provenance BR I53481376T44Jack-Closed 5 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:51 Page: 1 ID:nqYK7GUAu0HvT7lW1y8IZYz3QrH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =4x5 =5x10 =2x4 =5x10 =3x5 1 6 5 7 10 2 4 8 9 3 4-6-4 4-6-4 4-3-12 13-1-12 4-3-12 8-10-0 4-6-4 17-8-0 0-10-8 17-8-0 0-10-8 0-10-8 7-11-8 8-10-0 7-11-8 16-9-80-6-06-4-11Scale = 1:45 Plate Offsets (X, Y):[1:Edge,0-0-10], [1:0-0-13,0-9-5], [5:Edge,0-0-10], [5:0-0-13,0-9-5], [6:0-5-0,0-3-0] 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 0.58 Vert(LL)-0.13 1-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.26 1-6 >798 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0ERight: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5=0-3-8 Max Horiz 1=-96 (LC 8) Max Grav 1=695 (LC 1), 5=695 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-941/9, 2-3=-725/15, 3-4=-725/15, 4-5=-941/9 BOT CHORD 1-5=-17/727 WEBS 3-6=0/504, 4-6=-249/105, 2-6=-249/105 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-10-0, Exterior(2R) 8-10-0 to 11-10-0, Interior (1) 11-10-0 to 17-6-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)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 Provenance BR I53481377T45Common71Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:51 Page: 1 ID:0Zbj0LbqmnPd2VxF2LoPQSz3Qr8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x8 =6x10 =2x4 =4x6 =5x8 =2x4 =3x5 =4x6 =2x4 =5x8 =5x6 =3x6 =4x5 14 13 9 8 11 1012 7 1 2 15 16 3 17 4 5 6 1-1-4 16-11-0 1-0-8 17-11-8 2-1-11 2-1-11 6-10-0 8-11-11 6-10-0 15-9-12 2-3-7 2-3-7 2-3-8 17-11-8 6-8-4 8-11-11 6-8-4 15-8-02-7-132-6-01-11-70-10-00-1-130-3-80-3-82-2-82-6-00-1-132-7-13Scale = 1:37.5 Plate Offsets (X, Y):[6:0-4-0,0-2-12], [10:0-6-0,0-2-8], [12:0-6-12,0-4-0] 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 0.69 Vert(LL)-0.15 11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.31 10-11 >689 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.11 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-2,5-9:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 11-2,11-5:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-1 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 9-10. REACTIONS (size)8=0-3-8, 14=0-3-8 Max Horiz 14=-52 (LC 8) Max Uplift 14=-10 (LC 8) Max Grav 8=707 (LC 1), 14=707 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-655/25, 1-2=-1108/54, 2-3=-2424/32, 3-5=-2424/32, 5-6=-934/22, 6-7=-505/7, 7-8=-652/0 BOT CHORD 13-14=-18/63, 12-13=0/38, 2-12=-539/74, 11-12=-83/1322, 10-11=-38/1125, 9-10=-23/12, 5-10=-889/85, 8-9=-20/155 WEBS 12-14=-85/72, 1-12=-47/1275, 2-11=-14/1128, 3-11=-392/91, 5-11=-12/1330, 6-10=-42/1208, 8-10=0/61 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-11-0, Exterior(2E) 16-11-0 to 17-9-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 14. 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 Provenance BR I53481378T46Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:52 Page: 1 ID:oe7cqi6Athig4z8JW9YG7Jz3QqU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =6x8 =2x4 =3x5 =3x8 =2x4 =5x8 =4x6 =3x5 =3x8 =3x5 =2x4 13 12 8 710 911 6 5 1 2 14 3 15 4 0-10-12 15-9-12 2-1-11 2-1-11 2-1-12 17-11-8 6-3-13 14-11-0 6-5-9 8-7-4 2-3-7 2-3-7 2-3-8 17-11-8 6-3-13 8-7-4 7-0-12 15-8-03-11-133-10-01-11-70-10-00-1-133-10-03-10-00-1-133-11-13Scale = 1:40 Plate Offsets (X, Y):[4:0-4-0,0-1-9], [11:0-6-0,0-4-0] 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 0.43 Vert(LL)-0.08 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-0.19 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.08 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 83 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-2,5-8:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 10-2,10-4:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. REACTIONS (size)7=0-3-8, 13=0-3-8 Max Horiz 13=-83 (LC 8) Max Uplift 13=-13 (LC 8) Max Grav 7=707 (LC 1), 13=707 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-674/26, 1-2=-538/40, 2-3=-1268/6, 3-4=-1270/8, 4-5=-606/0, 5-6=-569/1, 6-7=-748/0 BOT CHORD 12-13=-17/23, 11-12=0/38, 2-11=-587/76, 10-11=-67/584, 9-10=-6/637, 8-9=-275/3, 5-9=-45/91, 7-8=-11/20 WEBS 11-13=-100/112, 1-11=-29/858, 2-10=-17/743, 3-10=-425/90, 4-10=-25/710, 4-9=-287/90, 6-8=0/544 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 14-11-0, Exterior(2E) 14-11-0 to 17-9-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 13. 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 Provenance BR I53481379T47Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:52 Page: 1 ID:5cDpizQYCBRCfj_GOY0p2Iz3Qon-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =2x4 =2x4 =6x8 =3x5 =3x5 =5x8 =3x6 =3x5 =3x8 =3x5 =2x4 13 12 8 7 11 10 9 6 17 5 16 1 2 14 3 15 4 2-1-11 2-1-11 2-10-12 15-9-12 2-1-12 17-11-8 5-3-13 12-11-0 5-5-9 7-7-4 2-3-7 2-3-7 2-3-8 17-11-8 6-8-4 8-11-11 6-8-4 15-8-05-3-135-2-01-11-70-10-00-1-135-2-05-2-00-1-135-3-13Scale = 1:40.6 Plate Offsets (X, Y):[4:0-4-0,0-1-9], [11:0-2-0,0-2-12] 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 0.32 Vert(LL)-0.06 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.14 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.07 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-2,5-8:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 11-3,10-4:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. REACTIONS (size)7=0-3-8, 13=0-3-8 Max Horiz 13=-116 (LC 8) Max Uplift 13=-16 (LC 8) Max Grav 7=707 (LC 1), 13=707 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-682/11, 1-2=-328/31, 2-3=-344/32, 3-4=-792/0, 4-5=-713/16, 5-6=-570/0, 6-7=-747/0 BOT CHORD 12-13=-38/8, 11-12=-2/38, 2-11=-252/63, 10-11=-30/799, 9-10=0/605, 8-9=-282/1, 5-9=-176/64, 7-8=-11/19 WEBS 11-13=-116/159, 1-11=0/737, 3-11=-566/28, 3-10=-59/125, 4-10=-6/303, 4-9=-134/83, 6-8=0/554 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-11-0, Exterior(2R) 12-11-0 to 17-1-15, Interior (1) 17-1-15 to 17-9-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 13. 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 Provenance BR I53481380T48Half Hip 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:53 Page: 1 ID:w16VXrizoFKxwFEhFuwDT8z3QoQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =3x8 =3x6 =3x8 =4x8 =3x5 =5x10 =2x4 =2x4 =5x8 =3x8 =3x5 =3x5 =2x4 16 15 11 10 9 14 13 12 1 8217718 21 4 19 20 5 63 0-11-11 16-9-8 2-1-12 2-1-12 1-2-3 22-0-0 4-3-13 11-4-5 4-5-9 15-9-13 4-0-6 20-9-13 4-10-12 7-0-8 1-3-3 16-11-4 2-3-8 2-3-8 4-7-4 6-10-12 5-0-12 22-0-0 8-9-5 15-8-16-7-131-11-73-2-20-10-00-1-136-6-06-6-00-1-136-7-13Scale = 1:55.1 Plate Offsets (X, Y):[3:0-4-0,0-1-9], [6:0-4-0,0-1-9], [12:0-3-8,0-2-8] 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 0.23 Vert(LL)-0.17 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.35 12-13 >742 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-2:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except*13-3,13-4,12-4,12-6,10-6,10-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. REACTIONS (size)9=0-3-8, 16=0-3-8 Max Horiz 16=121 (LC 9) Max Grav 9=868 (LC 1), 16=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-696/0, 2-3=-1030/1, 3-4=-784/26, 4-5=-726/14, 5-6=-710/16, 6-7=-728/12, 7-8=-50/41, 8-9=-44/32, 1-16=-901/0 BOT CHORD 15-16=-111/103, 14-15=-394/5, 2-14=-386/17, 13-14=-77/738, 12-13=-27/877, 11-12=-80/0, 5-12=-160/59, 10-11=-118/0, 9-10=-19/231 WEBS 2-13=-61/146, 3-13=0/328, 4-13=-215/98, 4-12=-267/61, 10-12=0/718, 6-12=-27/797, 6-10=-596/12, 7-10=0/434, 7-9=-887/40, 1-15=0/714 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-5-7 to 4-5-7, Interior (1) 4-5-7 to 8-4-3, Exterior(2R) 8-4-3 to 12-8-0, Interior (1) 12-8-0 to 18-1-3, Exterior(2R) 18-1-3 to 22-2-14, Interior (1) 22-2-14 to 23-1-15 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)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. 6)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 Provenance BR I53481381T49Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:53 Page: 1 ID:L9rUIU8A4c?hsxZov95uTyz3Qnr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =3x6 =3x6 =3x8 =4x8 =5x8 =4x8 =2x4 =3x8 =3x10 =3x5 =2x4 14 13 9 8 12 11 10 1 72 15 6 16 20 5 3 17 18 19 4 1-0-5 15-9-13 2-1-12 2-1-12 1-11-15 22-0-0 4-2-4 20-0-1 5-9-0 14-9-8 6-10-12 9-0-8 2-3-8 2-3-8 6-3-15 22-0-0 6-7-4 8-10-12 6-9-5 15-8-17-11-131-11-73-2-20-10-00-1-137-10-07-10-00-1-137-11-13Scale = 1:57.9 Plate Offsets (X, Y):[2:0-1-8,0-1-8], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9], [10:0-2-12,0-2-0] 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 0.48 Vert(LL)-0.06 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.13 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-2:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 8-7,8-6,14-1,13-1:2x4SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 ocbracing. REACTIONS (size)8=0-3-8, 14=0-3-8 Max Horiz 14=145 (LC 9) Max Grav 8=868 (LC 1), 14=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-704/0, 2-3=-975/10, 3-4=-711/44, 4-5=-765/56, 5-6=-828/9, 6-7=-52/37, 7-8=-37/9, 1-14=-906/0 BOT CHORD 13-14=-136/121, 12-13=-414/14, 2-12=-364/48, 11-12=-76/828, 10-11=0/615, 9-10=0/267, 5-10=-184/78, 8-9=-17/315 WEBS 2-11=-194/124, 3-11=0/231, 4-11=-33/203, 4-10=-48/201, 6-10=0/660, 6-9=-309/34, 6-8=-861/29, 1-13=-3/753 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-5-7 to 4-5-7, Interior (1) 4-5-7 to 10-4-3, Exterior(2R) 10-4-3 to 14-7-2, Interior (1) 14-7-2 to 16-1-3, Exterior(2R) 16-1-3 to 20-4-2, Interior (1) 20-4-2 to 23-1-15 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)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. 6)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 Provenance BR I53481382T50Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:54 Page: 1 ID:BCulXEfae0kyM8dqkvqC2Jz3Qlu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x8 =3x10 =3x6 =2x4 =3x8 =5x8 =4x8 =3x8 =3x5 =3x5 =4x8 =3x10 =4x5 15 14 9 8 13 12 11 10 1 72 16 19 3 18 6 174 5 1-9-0 12-9-8 2-1-12 2-1-12 3-0-5 15-9-13 4-6-4 6-8-0 4-4-8 11-0-8 6-2-3 22-0-0 2-0-8 12-11-4 2-3-8 2-3-8 2-8-13 15-8-1 6-3-15 22-0-0 8-7-4 10-10-129-3-131-11-73-2-20-10-00-1-139-2-09-2-00-1-139-3-13Scale = 1:61.6 Plate Offsets (X, Y):[4:0-4-0,0-1-9], [5:0-4-0,0-1-9], [10:0-5-8,0-2-0] 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 0.36 Vert(LL)-0.14 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.30 12-13 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-7,15-1,14-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-7-7 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 2-12, 4-11 REACTIONS (size)8=0-3-8, 15=0-3-8 Max Horiz 15=165 (LC 9) Max Grav 8=868 (LC 1), 15=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-707/0, 2-3=-988/10, 3-4=-825/33, 4-5=-564/46, 5-6=-753/49, 6-7=-868/9, 7-8=-808/2, 1-15=-922/0 BOT CHORD 14-15=-153/145, 13-14=-369/1, 2-13=-299/46, 12-13=-49/791, 11-12=0/597, 10-11=0/640, 9-10=0/124, 6-10=-123/43, 8-9=0/77 WEBS 2-12=-95/67, 3-12=-241/97, 4-12=0/412, 4-11=-222/30, 5-11=-29/293, 6-11=-203/84, 1-14=0/708, 8-10=-56/10, 7-10=0/646 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-5-7 to 4-5-7, Interior (1) 4-5-7 to 12-4-3, Exterior(2E) 12-4-3 to 14-1-3, Exterior(2R) 14-1-3 to 18-4-2, Interior (1) 18-4-2 to 23-1-15 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)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. 6)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 Provenance BR I53481383T51Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:54 Page: 1 ID:r2g8BzDRp9XQtD8fQZf_v?z3QlA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =3x8 =3x6 =2x4 =3x8 =4x5 =4x8 =2x4 =3x5 =3x10 =4x5 13 12 8 7 11 10 9 1 62 3 5 14 15 4 2-1-12 2-1-12 3-10-13 15-9-13 4-11-8 7-1-4 4-9-12 11-11-0 6-2-3 22-0-0 2-3-8 2-3-8 6-3-15 22-0-0 6-8-4 8-11-13 6-8-4 15-8-11-11-73-2-20-10-09-10-13Scale = 1:64.8 Plate Offsets (X, Y):[9:0-2-12,0-2-0] 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 0.36 Vert(LL)-0.06 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.14 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.06 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-2:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 7-6,13-1,12-1:2x4SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS (size)7=0-3-8, 13=0-3-8 Max Horiz 13=175 (LC 9) Max Grav 7=868 (LC 1), 13=868 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-698/0, 2-3=-998/6, 3-4=-900/60, 4-5=-854/94, 5-6=-872/12, 6-7=-812/4, 1-13=-906/0 BOT CHORD 12-13=-163/156, 11-12=-383/7, 2-11=-330/42, 10-11=-54/812, 9-10=0/536, 8-9=0/124, 5-9=-348/139, 7-8=0/29 WEBS 2-10=-80/93, 3-10=-277/111, 4-10=-35/461, 4-9=-100/325, 1-12=0/705, 7-9=-33/39, 6-9=0/649 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) 1-5-7 to 4-5-7, Interior (1) 4-5-7 to13-2-11, Exterior(2R) 13-2-11 to 16-2-11, Interior (1)16-2-11 to 23-1-15 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)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 Provenance BR I53481384T52Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:55 Page: 1 ID:rsFQuPqRoqzBU2XTwn3yTmz3QkN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x8 =3x8 =3x8 =3x6 =3x5 =2x4 =3x8 =4x5 =3x5 =2x4 =3x5 =3x5 =2x4 15 14 10 9 1 13 12 11 2 16 3 4 8 5 7 17 18 6 2-2-3 -2-2-3 2-1-12 2-1-12 3-10-13 15-9-13 4-11-8 7-1-4 4-9-12 11-11-0 1-11-5 17-9-2 2-1-1 17-9-2 2-3-8 2-3-8 6-8-4 8-11-13 6-8-4 15-8-11-11-76-0-00-10-09-10-13Scale = 1:59.4 Plate Offsets (X, Y):[2:0-3-3,0-1-8] 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 0.34 Vert(LL)-0.06 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.14 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-3:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 15-2,14-2:2x4 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. WEBS 1 Row at midpt 6-11 REACTIONS (size)9=0-3-8, 15=0-3-8 Max Horiz 15=215 (LC 9) Max Grav 9=690 (LC 1), 15=848 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/77, 2-3=-531/4, 3-5=-719/15, 5-6=-622/70, 6-7=-300/114, 7-8=-234/68, 8-9=-708/8, 2-15=-884/19 BOT CHORD 14-15=-206/153, 13-14=-281/0, 3-13=-229/20, 12-13=-165/607, 11-12=-55/319, 10-11=-496/47, 7-11=-211/95, 9-10=-56/63 WEBS 3-12=-86/90, 5-12=-282/112, 6-12=-33/472, 6-11=-306/42, 8-10=-31/577, 2-14=0/546 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) -0-10-8 to 2-1-8, Interior (1) 2-1-8to 13-2-11, Exterior(2R) 13-2-11 to 16-2-11, Interior (1)16-2-11 to 18-11-1 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)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 Provenance BR I53481385T53Roof Special 4 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:55 Page: 1 ID:Vi1pY7OHzylg072JcRukKTz3Qjf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x8 =3x8 =3x6 =2x4 =3x8 =5x8 =4x8 =3x8 =2x4 =3x5 =3x5 =3x5 =2x4 15 14 9 8 13 12 11 10 1 216 7 3 19 6 18 4 17 5 1-3-7 12-6-11 1-11-5 17-9-2 2-9-1 2-9-1 3-3-2 15-9-13 4-4-0 7-1-1 4-2-4 11-3-5 1-6-15 12-8-7 2-1-1 17-9-2 2-10-13 2-10-13 2-11-10 15-8-1 8-2-11 11-1-99-5-101-11-76-0-00-10-00-1-130-3-80-3-89-0-69-3-140-1-139-5-10Scale = 1:60.3 Plate Offsets (X, Y):[4:0-4-0,0-1-9], [5:0-4-0,0-1-9] 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 0.24 Vert(LL)-0.12 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.27 12-13 >787 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-1,14-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,9-10. WEBS 1 Row at midpt 2-12, 4-11 REACTIONS (size)8=0-3-8, 15=0-3-8 Max Horiz 15=191 (LC 9) Max Grav 8=699 (LC 1), 15=699 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-626/0, 2-3=-679/23, 3-4=-531/49, 4-5=-307/68, 5-6=-419/64, 6-7=-234/69, 7-8=-707/9, 1-15=-722/0 BOT CHORD 14-15=-179/145, 13-14=-234/14, 2-13=-167/57, 12-13=-130/671, 11-12=-53/365, 10-11=-48/185, 9-10=-498/44, 6-10=-481/70, 8-9=-56/63 WEBS 2-12=-161/47, 3-12=-226/91, 4-12=0/435, 4-11=-356/14, 5-11=-32/121, 6-11=-21/276, 7-9=-30/568, 1-14=0/560 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-5-7 to 4-5-7, Interior (1) 4-5-7 to 12-7-0, Exterior(2E) 12-7-0 to 13-10-6, Exterior(2R) 13-10-6 to 18-1-5, Interior (1) 18-1-5 to 18-11-1 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)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. 6)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 Provenance BR I53481386T54Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:56 Page: 1 ID:osYkjz5gJn3Rz1US0dxLhhz3Qil-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =3x6 =2x4 =3x5 =5x8 =4x8 =3x8 =2x4 =3x5 =3x5 =3x5 =2x4 14 13 8 7 12 11 10 9 1 2 15 6 5 16 17 183 4 1-3-2 13-8-6 2-7-10 2-7-10 5-3-7 12-5-4 4-6-3 7-1-13 1-11-5 15-7-11 0-11-10 13-6-10 2-1-1 15-7-11 2-9-6 2-9-6 4-2-11 7-0-1 5-6-15 12-7-08-1-103-4-76-0-00-10-00-1-137-11-147-11-140-1-138-1-10Scale = 1:56.8 Plate Offsets (X, Y):[3:0-4-0,0-1-9], [4:0-4-0,0-1-9] 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 0.33 Vert(LL)-0.02 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.05 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.06 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-2:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 14-1,13-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,8-9. WEBS 1 Row at midpt 3-10 REACTIONS (size)7=0-3-8, 14= Mechanical Max Horiz 14=168 (LC 9) Max Grav 7=614 (LC 1), 14=614 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-386/30, 2-3=-504/45, 3-4=-227/62, 4-5=-256/58, 5-6=-210/78, 6-7=-614/39, 1-14=-624/0 BOT CHORD 13-14=-169/146, 12-13=-307/29, 2-12=-288/44, 11-12=-158/373, 10-11=-93/357, 9-10=-55/152, 8-9=-414/64, 5-9=-470/63, 7-8=-57/64 WEBS 2-11=-60/88, 3-11=-2/206, 3-10=-225/53, 4-10=-139/53, 5-10=-30/416, 6-8=-52/471, 1-13=0/468 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 3-6-14 to 6-6-14, Interior (1) 6-6-14 to 10-7-0, Exterior(2R) 10-7-0 to 14-9-14, Interior (1) 14-9-14 to 15-10-6, Exterior(2E) 15-10-6 to 18-11-1 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)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 Provenance BR I53481387T55Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:56 Page: 1 ID:Ao8J0cQ55mFB?XAMFxNMTBz3Qfl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x6 =2x4 =5x10 =4x8 =3x5 =4x8 =2x4 =3x6 =3x5 =3x5 =2x4 13 12 9 8 11 10 1 72414563 0-8-14 12-5-4 0-6-3 3-1-13 1-2-7 13-7-11 2-7-10 2-7-10 4-2-6 7-4-4 4-4-2 11-8-6 2-1-1 13-7-11 2-9-6 2-9-6 8-9-4 11-6-106-9-104-8-76-0-04-8-70-10-00-1-136-7-146-7-140-1-136-9-10Scale = 1:54.4 Plate Offsets (X, Y):[3:0-4-0,0-1-9], [6:0-2-8,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 0.21 Vert(LL)-0.23 10-11 >689 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.48 10-11 >335 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-1,12-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 13= Mechanical Max Horiz 13=145 (LC 9) Max Uplift 8=-9 (LC 9) Max Grav 8=534 (LC 1), 13=534 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-274/53, 2-3=-246/73, 3-4=-224/66, 4-5=-172/41, 5-6=-144/54, 6-7=-175/61, 7-8=-560/46, 1-13=-546/8 BOT CHORD 12-13=-164/151, 11-12=-276/59, 2-11=-64/51, 10-11=-111/315, 9-10=-399/84, 5-10=-127/69, 8-9=-59/66 WEBS 3-11=-47/66, 4-11=-161/87, 4-10=-234/87, 7-9=-65/482, 1-12=-15/387 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 5-6-14 to 8-7-0, Exterior(2R) 8-7-0 to 12-9-6, Interior (1) 12-9-6 to 17-10-6, Exterior(2E)17-10-6 to 18-11-1 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 9 lb uplift at joint 8. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Provenance BR I53481388T56Hip11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:57 Page: 1 ID:?VZRPIvBg3IWohD2bL5l5dz3Qf7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x5 =5x6 =6x8 =3x6 =2x4 7 6 5 1 2 3 4 0-11-6 11-4-3 5-0-11 10-4-13 5-4-3 5-4-3 0-3-8 11-7-11 1-1-2 11-7-11 10-6-9 10-6-96-1-135-3-145-3-140-1-130-3-80-3-85-0-65-3-140-1-135-5-100-7-96-1-4Scale = 1:57.7 Plate Offsets (X, Y):[3:0-3-0,0-2-3] 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 0.51 Vert(LL)-0.34 6-7 >397 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.69 6-7 >197 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. REACTIONS (size)5=0-3-8, 7= Mechanical Max Horiz 7=137 (LC 9) Max Uplift 7=-34 (LC 8) Max Grav 5=454 (LC 1), 7=454 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-119/28, 1-2=-53/58, 2-3=-156/23, 3-4=-193/42, 4-5=-821/0 BOT CHORD 6-7=-137/276, 5-6=-62/68 WEBS 2-7=-364/106, 2-6=-190/165, 3-6=-230/57, 4-6=0/929 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-5-15 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 7. 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 Provenance BR I53481389T57Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:57 Page: 1 ID:k7RUBr45HMz_OL_e88KyOaz3QcJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =5x6 =2x4 =4x5 5 4 1 2 3 2-11-6 9-4-3 0-3-8 9-7-11 6-4-13 6-4-13 9-7-116-1-133-11-143-11-140-1-130-5-80-5-83-6-63-11-140-1-134-1-101-11-96-1-4Scale = 1:40.4 Plate Offsets (X, Y):[2:0-3-0,0-3-4] 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 0.38 Vert(LL)-0.12 4-5 >950 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.24 4-5 >475 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-2,4-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-3-8, 5= Mechanical Max Horiz 5=137 (LC 9) Max Uplift 4=-3 (LC 12), 5=-23 (LC 8) Max Grav 4=374 (LC 1), 5=374 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-188/55, 1-2=-39/43, 2-3=-100/96, 3-4=-105/80 BOT CHORD 4-5=-109/163 WEBS 2-5=-203/95, 2-4=-247/102 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-5-15 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 5 and 3 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481390T58Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:58 Page: 1 ID:zTjSZIxGctdxd7juhaXDgLz3QW1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =MT20HS 8x12 =4x5 =3x5 =3x5 5 4 1 2 3 2-4-13 2-4-13 4-11-6 7-4-3 0-3-8 7-7-11 7-7-116-1-132-7-142-7-140-1-130-3-80-3-82-4-62-7-140-1-132-9-103-3-96-1-4Scale = 1:40.4 Plate Offsets (X, Y):[2:0-2-8,0-1-12], [3:0-2-11,0-1-8] 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 0.62 Vert(LL)-0.11 4-5 >814 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.21 4-5 >423 180 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 2-3:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-3-8, 5= Mechanical Max Horiz 5=140 (LC 9) Max Uplift 4=-21 (LC 12) Max Grav 4=303 (LC 19), 5=294 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-210/69, 1-2=-175/29, 2-3=-134/106, 3-4=-161/112 BOT CHORD 4-5=-202/251 WEBS 2-4=-207/172 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 2-4-13, Interior (1) 2-4-13 to 7-5-15 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)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)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 Provenance BR I53481391T59Roof Special 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:58 Page: 1 ID:kYGKNfScjnv_fawz9OI4NCz3QVN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. =3x5 =5x6 =4x8 =5x8 =4x5 =5x8 =3x6 =4x6 =3x5 9 8 7 6 1 10 2 3 4 5 5-9-8 11-10-8 6-1-0 6-1-0 6-1-0 17-11-8 8-11-12 8-11-12 8-11-12 17-11-81-2-0Scale = 1:31.5 Plate Offsets (X, Y):[5: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 0.79 Vert(LL)-0.33 7 >643 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-0.66 7-9 >323 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.09 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-6:2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 9-2,6-3:2x4 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins (2-3-3 max.): 1-5, exceptend verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-6 REACTIONS (size)6=0-3-8, 9=0-3-8 Max Horiz 9=-20 (LC 8) Max Uplift 6=-8 (LC 9), 9=-8 (LC 8) Max Grav 6=707 (LC 1), 9=707 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-188/92, 1-2=-275/45, 2-3=-3417/482, 3-5=-278/44, 5-6=-187/92 BOT CHORD 7-9=-710/3149, 6-7=-703/3152 WEBS 2-9=-2905/672, 2-7=0/648, 3-7=0/645, 3-6=-2905/670 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) 0-1-12 to 3-1-12, Exterior (2) 3-1-12 to 14-9-12, Corner (3) 14-9-12 to 17-9-12 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 9 and 8 lb uplift at joint 6. 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. 6)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 Provenance BR I53481392T60Flat11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:58 Page: 1 ID:5W3DQNWkYKYGmLpxyxtF4Gz3QVI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =4x5 =3x5 1 52 6 4 87 3 0-8-9 11-2-11 0-8-9 -0-8-9 5-3-1 10-6-2 5-3-1 5-3-1 10-6-24-0-00-4-73-10-8Scale = 1:33.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-9,0-1-8] 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 0.46 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 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 (size)2=10-6-2, 4=10-6-2, 6=10-6-2 Max Horiz 2=-61 (LC 10) Max Uplift 2=-16 (LC 12), 4=-24 (LC 13) Max Grav 2=259 (LC 1), 4=259 (LC 1), 6=380 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-129/53, 3-4=-129/51, 4-5=0/14 BOT CHORD 2-6=-6/57, 4-6=-6/57 WEBS 3-6=-248/45 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 11-8-11 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 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 16 lb uplift at joint 2 and 24 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 Provenance BR I53481393T61Piggyback11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:59 Page: 1 ID:YuQQaYpM1AfNjR_KBQ9PHjz3UKD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =6x8 =2x4 =6x8 =3x5 1 6 2 8 7 5 119 103 4 0-8-9 11-2-11 0-8-9 -0-8-9 4-0-0 7-3-1 3-3-1 3-3-1 3-3-1 10-6-2 10-6-22-8-00-4-70-1-132-4-112-4-110-1-132-6-8Scale = 1:28.5 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [3:0-5-5,Edge], [4:0-5-5,Edge], [5:0-2-9,0-1-8] 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 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 32 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, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=10-6-2, 5=10-6-2, 7=10-6-2, 8=10-6-2 Max Horiz 2=38 (LC 11) Max Uplift 2=-10 (LC 12), 5=-17 (LC 13) Max Grav 2=169 (LC 1), 5=169 (LC 1), 7=282 (LC 26), 8=282 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-75/33, 3-4=-35/45, 4-5=-75/31, 5-6=0/14 BOT CHORD 2-8=-8/33, 7-8=-8/33, 5-7=-8/33 WEBS 4-7=-201/42, 3-8=-201/50 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 4-0-0, Exterior(2E) 4-0-0 to 11-8-11 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)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 10 lb uplift at joint 2 and 17 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Provenance BR I53481394T62Piggyback11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:58:59 Page: 1 ID:aN9hHYGqPxjB4swfejCJ67z3U9I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =6x8 =2x4 =2x4 =2x4 =6x8 =2x4 =3x5 1 7 2 10 9 8 6 43 5 0-8-9 11-2-11 0-8-9 -0-8-9 1-3-1 1-3-1 1-3-1 10-6-2 8-0-0 9-3-1 10-6-21-4-00-4-70-1-131-0-111-0-110-1-131-2-8Scale = 1:30.6 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [3:0-5-5,Edge], [5:0-5-5,Edge], [6:0-2-9,0-1-8] 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 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 28 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=10-6-2, 6=10-6-2, 8=10-6-2, 9=10-6-2, 10=10-6-2 Max Horiz 2=17 (LC 11) Max Uplift 2=-15 (LC 12), 6=-18 (LC 13), 9=-13 (LC 8) Max Grav 2=71 (LC 1), 6=71 (LC 1), 8=185 (LC 26), 9=385 (LC 1), 10=185 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-31/14, 3-4=-13/17, 4-5=-13/18, 5-6=-31/14, 6-7=0/14 BOT CHORD 2-10=-5/14, 9-10=-5/14, 8-9=-5/14, 6-8=-5/14 WEBS 4-9=-300/69, 3-10=-119/29, 5-8=-119/27 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Interior (1) 6-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 11-8-11 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)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 15 lb uplift at joint 2, 18 lb uplift at joint 6 and 13 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. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Provenance BR I53481395T63Piggyback11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:00 Page: 1 ID:I6Lk5P042hPXuE5Oi1od5_z3U8L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =2x4 =2x4 1 2 6 5 7 3 8 4 0-8-9 -0-8-9 5-3-15 5-3-15 5-3-154-0-90-4-73-11-1Scale = 1:32.2 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 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 (size)2=5-3-15, 5=5-3-15, 6=5-3-15 Max Horiz 2=88 (LC 9) Max Uplift 2=-37 (LC 10), 5=-6 (LC 9), 6=-48 (LC 12) Max Grav 2=46 (LC 9), 5=129 (LC 19), 6=317 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-188/132, 3-4=-97/72, 4-5=-98/79 BOT CHORD 2-6=-41/44, 5-6=-41/44 WEBS 3-6=-236/154 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-11-2 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 6 lb uplift at joint 5, 37 lb uplift at joint 2 and 48 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)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 Provenance BR I53481396T64Piggyback101Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:00 Page: 1 ID:ToXVQT4FulUqAgsd1vIGZsz3SIm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 1 2 4 5 6 3 0-8-9 -0-8-9 5-3-15 5-3-15 5-3-154-0-90-4-73-11-1Scale = 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 0.45 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 18 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=5-3-15, 4=5-3-15 Max Horiz 2=88 (LC 9) Max Uplift 4=-17 (LC 12) Max Grav 2=236 (LC 1), 4=211 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-121/96, 3-4=-159/118 BOT CHORD 2-4=-41/44 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 5-11-2 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 bottomchord 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 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)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 Provenance BR I53481397T65Piggyback11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:00 Page: 1 ID:IvnT?zxrvSS9E2sfOZ_mBwz3SBC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 1 2 4 3 0-8-9 -0-8-9 1-1-1 1-1-1 1-1-11-2-110-4-71-1-3Scale = 1:29.3 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 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 4 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 1-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=1-1-1, 4=1-1-1 Max Horiz 2=19 (LC 9) Max Uplift 2=-3 (LC 12), 4=-2 (LC 12) Max Grav 2=73 (LC 1), 4=33 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-24/18, 3-4=-24/22 BOT CHORD 2-4=-8/9 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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 tobearing plate capable of withstanding 2 lb uplift at joint 4 and 3 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. 8)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 Provenance BR I53481398T66Piggyback41Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:01 Page: 1 ID:ZCiNX9NUM4MiW0iOvVWOsNz3RTS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =5x6 =2x4 =2x4 1 2 6 5 7 43 0-8-9 -0-8-9 1-3-0 5-1-9 3-10-9 3-10-9 5-1-93-1-00-4-72-9-110-1-132-9-112-9-110-1-132-11-8Scale = 1:28.9 Plate Offsets (X, Y):[3:0-3-5,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 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 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 or5-10-8 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=5-1-9, 5=5-1-9, 6=5-1-9 Max Horiz 2=63 (LC 9) Max Uplift 5=-21 (LC 3) Max Grav 2=177 (LC 1), 5=17 (LC 1), 6=233 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-86/68, 3-4=-30/33, 4-5=-33/14 BOT CHORD 2-6=-29/32, 5-6=-29/32 WEBS 3-6=-148/99 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 4-7-8, Exterior(2E) 4-7-8 to 5-8-12 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)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 21 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Provenance BR I53481399T67Piggyback11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:01 Page: 1 ID:rC_u9UQZk6Xm91kPL665hxz3RUg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =5x6 =2x4 =2x4 1 2 6 5 43 0-8-9 -0-8-9 1-10-9 1-10-9 3-3-0 5-1-9 5-1-91-9-00-4-71-5-110-1-131-5-111-5-110-1-131-7-8Scale = 1:23.4 Plate Offsets (X, Y):[3:0-3-5,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 0.06 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P 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 or5-10-8 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=5-1-9, 5=5-1-9, 6=5-1-9 Max Horiz 2=31 (LC 9) Max Uplift 2=-7 (LC 12), 5=-5 (LC 8) Max Grav 2=97 (LC 1), 5=118 (LC 1), 6=212 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-39/31, 3-4=-15/16, 4-5=-93/35 BOT CHORD 2-6=-14/15, 5-6=-14/15 WEBS 3-6=-146/74 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=15ft; 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)Provide adequate drainage to prevent water ponding. 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 5 lb uplift at joint 5 and 7 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. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Provenance BR I53481400T68Piggyback11Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:01 Page: 1 ID:XfkXT1Uhr2kErWrnTzdfmaz3RPR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =2x4 =2x4 =3x5 =2x4 1 5 4 2 6 7 8 3 1-0-4 1-0-4 5-6-12 6-7-0 1-0-4 1-0-4 5-6-12 6-7-04-10-110-6-04-10-11Scale = 1:43 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 0.40 Vert(LL)0.04 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.09 4-5 >750 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.05 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 45 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=5-8-8, 5=5-8-8 Max Horiz 5=108 (LC 9) Max Uplift 3=-41 (LC 12) Max Grav 3=155 (LC 19), 4=101 (LC 3), 5=306 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-229/148, 2-3=-129/105, 3-4=0/0 BOT CHORD 1-5=-108/174, 4-5=-51/56 WEBS 2-5=-299/180 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-5-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3. 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. 6)Gap between inside of top chord bearing and firstdiagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Provenance BR I53481401T69Jack-Open Supported Gable 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:02 Page: 1 ID:uw1xKkJibo6jRcpHLuWtpUz3QQO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =4x5 =5x10 =2x4 =3x5 =4x5 =5x8 =2x4 =4x8 =4x6 =3x8 =6x8 =3x6 =6x10 =3x5 =4x5 =2x4 =5x10 =3x6 =5x10 =2x4 =6x8 =3x5 =3x5 =4x5 =5x8 =5x6 =5x8 =3x5 =2x4 =5x10 =4x5 NAILED LUS26 LUS26 1 29 32 28 33 34 27 2636 25 37 38 24 19 18 43 44 17 45 16 15 35 22 41 21 42 20 4039 23 2 14 304567 8 9 10 11 31 123 13 3-0-4 35-8-0 3-2-0 38-10-0 3-8-13 28-9-3 3-0-12 41-10-12 3-10-9 32-7-12 3-10-9 25-0-5 3-0-12 6-7-0 3-6-4 3-6-4 3-6-4 45-5-0 4-9-1 21-1-12 4-10-13 16-4-11 4-10-13 11-5-13 0-10-8 0-10-8 0-10-8 45-5-0 2-1-12 34-7-12 2-7-12 3-6-4 2-7-12 44-6-8 2-11-0 6-5-4 2-11-0 41-10-12 3-8-13 28-9-3 3-8-13 32-6-0 3-8-13 25-0-5 4-4-0 38-11-12 4-10-13 16-4-11 4-10-13 21-3-8 5-0-9 11-5-134-10-110-6-01-0-00-1-134-8-144-8-140-1-134-10-11Scale = 1:78.2 Plate Offsets (X, Y):[1:0-0-4,0-0-2], [1:0-0-3,0-10-5], [3:0-4-0,0-1-9], [13:0-3-0,0-2-3], [15:0-0-8,0-0-6], [15:0-0-1,0-10-5], [20:0-2-4,0-3-0], [23:0-8-0,0-4-8], [25:0-3-8,0-3-0] 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 0.54 Vert(LL)-0.14 24-25 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.26 24-25 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT)0.07 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 509 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 24-7,11-19:2x4 SPF Stud, 19-15:2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 27-3,27-5,23-5:2x4SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E Right: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=0-3-8, 15=0-3-8, 18=0-3-8 Max Horiz 1=70 (LC 7) Max Uplift 1=-244 (LC 8), 15=-1082 (LC 21), 18=-676 (LC 5) Max Grav 1=2327 (LC 21), 15=226 (LC 5), 18=6243 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3765/428, 2-3=-3505/432, 3-4=-3933/477, 4-5=-3931/476, 5-7=-4257/496, 7-8=-2316/276,8-10=-2316/276, 10-11=-375/3381,11-12=-377/3400, 12-13=-245/1884,13-14=-307/2299, 14-15=-316/1863 BOT CHORD 1-29=-355/3002, 28-29=-355/3002, 27-28=-335/2882, 25-27=-468/4000, 24-25=-41/361, 23-24=-27/318, 7-23=-154/1453, 22-23=-510/4292, 21-22=-179/94, 20-21=-179/94, 19-20=-416/56, 11-20=-244/55, 18-19=-366/37, 17-18=-3475/390, 16-17=-1488/246, 15-16=-1488/246 WEBS 2-29=-9/194, 2-28=-148/52, 3-28=-96/773, 23-25=-442/3764, 18-20=-4413/502, 13-17=-1357/158, 14-17=-693/102, 14-16=-28/446, 4-27=-354/73, 3-27=-200/1457, 5-25=-407/79, 5-27=-136/48, 5-23=-45/323, 8-22=-228/48, 7-22=-2599/309, 10-21=-24/390, 10-22=-377/3314, 10-20=-4256/484, 12-18=-3566/411, 12-20=-177/1369, 12-17=-276/2758 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 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=15ft; 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 676 lb uplift at joint 18, 244 lb uplift at joint 1 and 1082 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 36-1-8 oc max. starting at 4-7-12 from the left end to 40-9-4 to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. Job Truss Truss Type Qty Ply Provenance BR I53481402TG1Hip Girder 1 2Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:03 Page: 1 ID:NwAbEWxJLnfLgbnGOpS4wRz3QPa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 August 4,2022 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. 14)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 198 lb down and 38 lb up at 6-7-12, 198 lb down and 38 lb up at 8-7-12, 198 lb down and 38 lb up at 10-7-12, 198 lb down and 38 lb up at 12-7-12, 198 lb down and 38 lb up at 14-7-12, 198 lb down and 38 lb up at 16-7-12, 198 lb down and 38 lb up at 18-7-12, 198 lb down and 38 lb up at 20-7-12, 201 lb down and 39 lb up at 22-7-12, 201 lb down and 39 lb up at 24-7-12, 201 lb down and 39 lb up at 26-7-12, 201 lb down and 39 lb up at 28-7-12, 201 lb down and 39 lb up at 30-7-12, 198 lb down and 38 lb up at 32-7-12, 198 lb down and 38 lb up at 36-7-12, and 198 lb down and 38 lb up at 37-11-12, and 198 lb down and 38 lb up at 38-9-4 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-13=-60, 13-15=-60, 1-24=-20, 20-23=-20, 15-19=-20 Concentrated Loads (lb) Vert: 20=-184, 28=-184, 25=-184, 17=-184, 21=-189, 31=-86 (B), 32=-403 (B), 33=-184, 34=-184, 35=-184, 36=-184, 37=-184, 38=-184, 39=-189, 40=-189, 41=-189, 42=-189, 43=-184, 44=-184, 45=-403 (B) Job Truss Truss Type Qty Ply Provenance BR I53481402TG1Hip Girder 1 2Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:03 Page: 2 ID:NwAbEWxJLnfLgbnGOpS4wRz3QPa-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. 5.6612 =2x4 =2x4 =4x5 =3x5 =2x4 NAILED NAILED 1 4 5 6 2 3 3-1-9 3-1-9 3-2-11 6-4-5 0-3-11 1-5-15 1-2-4 1-2-4 4-10-5 6-4-53-5-150-6-03-5-15Scale = 1:41.1 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 0.17 Vert(LL)0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 25 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-7-6 Max Horiz 5=80 (LC 5) Max Uplift 4=-44 (LC 8), 5=-24 (LC 8) Max Grav 4=188 (LC 1), 5=320 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-119/123, 2-3=-69/26, 3-4=-75/16 BOT CHORD 1-5=-68/116, 4-5=-61/143 WEBS 2-4=-160/75, 2-5=-281/128 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 4 and 24 lb uplift at joint 5. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nailsper NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-11 (F=-5, B=-5) Job Truss Truss Type Qty Ply Provenance BR I53481403TG2Diagonal Hip Girder 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:04 Page: 1 ID:ZAjIHzpGR4m5aIP7KB0Kj7z3SS9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 5.6612 =2x4 =3x10 =2x4 =3x5 =2x4 NAILED NAILED 5 1 4 2 3 3-1-13 3-1-13 3-2-7 6-4-5 1-2-2 1-2-2 5-2-3 6-4-53-5-150-6-03-5-15Scale = 1:38.3 Plate Offsets (X, Y):[1:Edge,0-0-5], [1:0-0-14,1-2-8] 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 0.13 Vert(LL)-0.08 1-4 >924 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT)-0.16 1-4 >462 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-4-15, 4= Mechanical Max Horiz 1=80 (LC 5) Max Uplift 1=-19 (LC 8), 4=-48 (LC 8) Max Grav 1=245 (LC 1), 4=246 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-261/40, 2-3=-68/26, 3-4=-77/16 BOT CHORD 1-4=-51/208 WEBS 2-4=-232/78 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 4 and 19 lb uplift at joint 1. 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. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-11 (F=-5, B=-5) Job Truss Truss Type Qty Ply Provenance BR I53481404TG3Diagonal Hip Girder 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:04 Page: 1 ID:VHJd8rdszUtEH?mEyYFpcyz3SSO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =3x5 =4x6 =4x5 =4x8 =2x4 =5x10 =2x4 =5x8 =5x8 =2x4 =5x10 =3x5 NAILED NAILED Special 1 13 12 11 10 14 9 15 8 7 54 6 2 3 3-2-4 16-9-12 3-2-4 20-0-0 3-0-8 23-0-8 3-11-4 8-4-0 4-4-12 4-4-12 5-3-8 13-7-8 0-10-8 0-10-8 0-10-8 23-0-8 2-0-4 22-2-0 3-4-0 16-9-12 3-4-0 20-1-12 3-6-4 4-4-12 3-11-4 8-4-0 5-1-12 13-5-126-0-110-6-00-1-132-4-82-4-80-1-132-6-53-6-56-0-11Scale = 1:48.8 Plate Offsets (X, Y):[1:0-5-4,0-0-6], [1:0-0-1,0-10-5], [4:0-5-0,0-2-2], [6:0-4-0,0-1-9], [7:0-5-4,0-0-6], [7:0-0-3,0-10-5] 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 0.55 Vert(LL)-0.12 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.22 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT)0.04 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 11-3,11-4:2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E Right: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except 2-0-0 oc purlins (3-6-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS (size)1=0-3-8, 7=0-5-8 Max Horiz 1=90 (LC 5) Max Uplift 7=-64 (LC 9) Max Grav 1=979 (LC 1), 7=1229 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1486/0, 2-3=-1232/43, 3-4=-1259/19, 4-5=-2557/116, 5-6=-2557/116, 6-7=-1953/115 BOT CHORD 1-13=0/1155, 11-13=0/1155, 10-11=-13/2855, 9-10=-17/2851, 8-9=-57/1515, 7-8=-59/1537 WEBS 2-13=0/148, 2-11=-266/68, 3-11=0/1025, 4-11=-2022/117, 4-10=0/151, 6-8=-19/314, 5-9=-272/55, 6-9=-9/1238, 4-9=-353/74 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=15ft; 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 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 7. 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. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 49 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 8=-215 (B), 14=-90 (B), 15=-90 (B) Job Truss Truss Type Qty Ply Provenance BR I53481405TG4Roof Special Girder 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:05 Page: 1 ID:JaqmD0AEtc2eSWkw?IHXBSz3QPH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 5.6612 =2x4 =3x10 =2x4 =2x4 1 3 2 4-2-2 1-2-2 1-2-2 3-0-0 4-2-22-5-100-6-02-5-10Scale = 1:25.5 Plate Offsets (X, Y):[1:Edge,0-0-5], [1:0-0-14,1-2-8] 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 0.27 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.03 1-3 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-4-15, 3= Mechanical Max Horiz 1=54 (LC 5) Max Uplift 3=-9 (LC 8) Max Grav 1=153 (LC 1), 3=153 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/44, 2-3=-115/32 BOT CHORD 1-3=-18/14 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3. 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 Provenance BR I53481406TG5Diagonal Hip Girder 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:05 Page: 1 ID:JaqmD0AEtc2eSWkw?IHXBSz3QPH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x10 =2x4 =5x6 =4x6 =3x8 =2x4 =5x6 =2x4 =5x10 =3x5 Special NAILED NAILED NAILED Special 1 9 8 10 7 11 6 5 423 4-0-0 8-10-0 4-0-0 12-10-0 4-10-0 4-10-0 4-10-0 17-8-0 0-10-8 17-8-0 0-10-8 0-10-8 3-9-12 16-9-8 3-9-12 4-8-4 4-1-12 8-10-0 4-1-12 12-11-120-6-03-8-11Scale = 1:37.9 Plate Offsets (X, Y):[1:0-5-4,0-0-6], [1:0-0-1,0-10-5], [2:0-3-12,0-2-0], [4:0-3-12,0-2-0], [5:0-5-4,0-0-6], [5:0-0-1,0-10-5] 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 0.37 Vert(LL)-0.03 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.06 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 162 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x8 SP 2400F 2.0ERight: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 5=0-3-8 Max Horiz 1=-53 (LC 25) Max Uplift 1=-151 (LC 8), 5=-151 (LC 9) Max Grav 1=1565 (LC 1), 5=1565 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2489/275, 2-3=-2339/253, 3-4=-2339/253, 4-5=-2489/275 BOT CHORD 1-9=-215/1963, 7-9=-211/1929, 6-7=-169/1929, 5-6=-172/1963 WEBS 2-9=-85/792, 2-7=-94/591, 3-7=-238/74, 4-7=-94/591, 4-6=-86/793 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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=15ft; 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 1 and 151 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down and 127 lb up at 4-10-0, and 632 lb down and 127 lb up at 12-9-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 9=-628 (F), 7=-162 (F), 6=-628 (F), 10=-162 (F), 11=-162 (F) Job Truss Truss Type Qty Ply Provenance BR I53481407TG6Hip Girder 1 2Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:06 Page: 1 ID:gp95rXR1hNpW5uQ9Iwhh45z3QOx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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. 5.6612 =2x4 =3x10 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 4 5 6 2 3 3-3-15 3-3-15 3-4-9 6-8-8 1-2-2 1-2-2 5-6-7 6-8-83-7-150-6-03-7-15Scale = 1:39 Plate Offsets (X, Y):[1:Edge,0-0-5], [1:0-0-14,1-2-8] 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 0.17 Vert(LL)-0.16 1-4 >480 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.32 1-4 >235 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-4-15, 4= Mechanical Max Horiz 1=85 (LC 5) Max Uplift 1=-29 (LC 8), 4=-81 (LC 8) Max Grav 1=339 (LC 1), 4=494 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-278/43, 2-3=-72/28, 3-4=-81/17 BOT CHORD 1-4=-54/222 WEBS 2-4=-247/82 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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 2)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4 and 29 lb uplift at joint 1. 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. 6)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-82 (F=-41, B=-41), 6=-242 (F=-121, B=-121) Job Truss Truss Type Qty Ply Provenance BR I53481408TG7Diagonal Hip Girder 2 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:06 Page: 1 ID:gp95rXR1hNpW5uQ9Iwhh45z3QOx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x10 =3x5 =2x4 =3x5 =3x8 =4x5 =3x5 =2x4 =3x5 =3x10 Special Special Special Special Special 12 13 1 11 10 9 14 8 15 7 2 6 53 4 3-9-12 15-11-0 3-9-12 3-9-12 4-1-12 12-1-4 4-1-12 7-11-8 3-9-12 15-11-0 3-9-12 3-9-12 4-0-0 7-9-12 4-3-8 12-1-41-1-06-4-11Scale = 1:46.4 Plate Offsets (X, Y):[1:0-4-12,0-0-4], [7:0-8-1,0-0-4] 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 0.49 Vert(LL)-0.03 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.05 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 167 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-4:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-4-4, Right 2x6 SPFNo.2 -- 2-4-4 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 (size)1=0-3-8, 7=0-3-8 Max Horiz 1=-95 (LC 4) Max Grav 1=1620 (LC 1), 7=1782 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2081/0, 3-4=-1620/0, 4-5=-1576/0, 5-7=-2338/0 BOT CHORD 1-10=0/1566, 9-10=0/1566, 8-9=0/1767, 7-8=0/1767 WEBS 3-10=0/399, 3-9=-345/86, 4-9=0/1410, 5-9=-631/0, 5-8=0/753 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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=15ft; 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down at 1-10-3, 346 lb down and 40 lb up at 4-8-2, 426 lb down and 51 lb up at 7-6-1, and 506 lb down at 10-4-0, and 586 lb down at 13-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 11=-266 (F), 12=-346 (F), 13=-426 (F), 14=-506 (F), 15=-586 (F) Job Truss Truss Type Qty Ply Provenance BR I53481409TG8Common Girder 1 2Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:06 Page: 1 ID:KwTv34CZskla8akGUfJT7Nz3QNy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =3x8 =3x6 =4x5 =3x5 =5x6 =5x8 1 34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18 172353164 155 146 137 128 119 10 0-0-15 22-7-8 2-0-0 2-0-0 1-11-1 22-6-9 8-10-8 10-10-8 9-9-0 20-7-8 22-6-97-10-01-1-00-6-100-7-00-3-80-3-80-2-140-6-61-3-101-10-00-7-02-5-05-4-67-9-6Scale = 1:53.5 Plate Offsets (X, Y):[1:0-3-8,Edge], [2:0-0-9,0-1-0], [17:0-2-1,0-3-4] 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 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 267 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-10,10-18:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except*27-10,28-9,29-8,26-11,25-12:2x4 SPF No.2 WEDGE Left: 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 ocbracing. REACTIONS (size)1=21-9-0, 18=21-9-0, 19=21-9-0, 20=21-9-0, 21=21-9-0, 22=21-9-0, 23=21-9-0, 25=21-9-0, 26=21-9-0, 27=21-9-0, 28=21-9-0, 29=21-9-0, 30=21-9-0, 31=21-9-0, 32=21-9-0, 33=21-9-0, 34=21-9-0 Max Horiz 1=118 (LC 9) Max Uplift 1=-36 (LC 10), 19=-18 (LC 13), 20=-12 (LC 13), 21=-15 (LC 13), 22=-16 (LC 13), 23=-15 (LC 13), 25=-21 (LC 13), 26=-5 (LC 13),28=-8 (LC 12), 29=-19 (LC 12),30=-15 (LC 12), 31=-16 (LC 12),32=-16 (LC 12), 33=-10 (LC 12),34=-48 (LC 12) Max Grav 1=97 (LC 21), 18=91 (LC 1), 19=165 (LC 26), 20=97 (LC 1), 21=109 (LC 1), 22=106 (LC 26), 23=106 (LC 1), 25=108 (LC 20), 26=109 (LC 26), 27=119 (LC 22), 28=110 (LC 19), 29=108 (LC 25), 30=106 (LC 1), 31=107 (LC 25), 32=108 (LC 25), 33=104 (LC 1), 34=138 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-138/107, 2-4=-91/81, 4-5=-82/74, 5-6=-76/66, 6-7=-71/68, 7-8=-65/83, 8-9=-69/99, 9-10=-82/117, 10-11=-82/117, 11-12=-69/97, 12-13=-49/68, 13-14=-36/43, 14-15=-41/21, 15-16=-47/27, 16-17=-56/32, 17-18=-90/53 BOT CHORD 1-34=-47/88, 33-34=-48/89, 32-33=-48/89, 31-32=-48/89, 30-31=-48/89, 29-30=-48/89, 28-29=-48/89, 27-28=-48/89, 26-27=-48/89, 25-26=-48/89, 23-25=-48/89, 22-23=-48/89, 21-22=-48/89, 20-21=-48/89, 19-20=-48/89, 18-19=-47/88 WEBS 10-27=-97/42, 9-28=-83/24, 8-29=-81/36, 7-30=-79/31, 6-31=-80/32, 5-32=-81/32, 4-33=-79/31, 2-34=-105/64, 11-26=-83/21, 12-25=-82/37, 13-23=-79/31, 14-22=-80/32, 15-21=-80/32, 16-20=-78/26, 17-19=-119/51 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-0 to 2-10-8, Exterior(2N) 2-10-8 to 10-10-8, Corner(3R) 10-10-8 to 13-10-8, Exterior(2N) 13-10-8 to 22-6-9 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 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 8 lb uplift at joint 28, 19 lb uplift at joint 29, 15 lb uplift at joint 30, 16 lb uplift at joint 31, 16 lb uplift at joint 32, 10 lb uplift at joint 33, 48 lb uplift at joint 34, 5 lb uplift at joint 26, 21 lb uplift at joint 25, 15 lb uplift at joint 23, 16 lb uplift at joint 22, 15 lb uplift at joint 21, 12 lb uplift at joint 20, 18 lb uplift at joint 19 and 36 lb uplift at joint 1. 8)N/A 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 Provenance BR I53481410TGE2Common Supported Gable 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:07 Page: 1 ID:dd0hNXJGB?LXBjmxtzz1snz3QMW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x8 =3x8 =3x5 =4x5 =5x6 =3x5 =3x8 =5x8222120191817161514 1 13 1223112423 4 10 5 9 6 8 7 0-0-15 16-7-1 0-0-15 -0-0-15 1-11-1 16-6-3 1-11-1 1-11-1 6-4-0 8-3-1 6-4-0 14-7-1 0-9-9 0-9-9 15-8-9 16-6-35-6-10-6-100-3-80-3-81-6-81-10-03-8-15-6-1Scale = 1:45 Plate Offsets (X, Y):[1:0-3-8,Edge], [13:0-3-8,Edge], [18:0-3-0,0-3-0] 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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-7,7-13:2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E *Except* 18-13:2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 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 (size)1=14-11-0, 13=14-11-0, 14=14-11-0, 15=14-11-0,16=14-11-0, 17=14-11-0,18=14-11-0, 19=14-11-0,20=14-11-0, 21=14-11-0,22=14-11-0 Max Horiz 1=79 (LC 9) Max Uplift 14=-19 (LC 13), 15=-18 (LC 13), 16=-17 (LC 13), 17=-11 (LC 13), 19=-12 (LC 12), 20=-17 (LC 12), 21=-19 (LC 12), 22=-13 (LC 12) Max Grav 1=96 (LC 1), 13=95 (LC 1), 14=184 (LC 1), 15=87 (LC 20), 16=111 (LC 26), 17=108 (LC 26), 18=103 (LC 22), 19=111 (LC 25), 20=111 (LC 25), 21=87 (LC 19), 22=184 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-77/73, 3-4=-64/47, 4-5=-54/44, 5-6=-50/59, 6-7=-53/86, 7-8=-53/88, 8-9=-38/60, 9-10=-31/29, 10-11=-40/17, 11-13=-58/52 BOT CHORD 1-22=-34/69, 21-22=-33/68, 20-21=-33/68,19-20=-33/68, 17-19=-33/68, 16-17=-32/67,15-16=-32/67, 14-15=-32/67, 13-14=-34/68 WEBS 7-18=-76/14, 6-19=-84/32, 5-20=-82/43, 4-21=-71/36, 3-22=-134/65, 8-17=-84/32, 9-16=-82/43, 10-15=-70/36, 11-14=-134/66 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=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-5-7 to 3-5-7, Exterior(2N) 3-5-7 to 8-4-0, Corner(3R) 8-4-0 to 11-4-0, Exterior(2N) 11-4-0 to16-2-9 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 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 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 12 lb uplift at joint 19, 17 lb uplift at joint 20, 19 lb uplift at joint 21, 13 lb uplift at joint 22, 11 lb uplift at joint 17, 17 lb uplift at joint 16, 18 lb uplift at joint 15 and 19 lb uplift at joint 14. 8)N/A 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 Provenance BR I53481411TGE3Common Supported Gable 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:08 Page: 1 ID:?xSiGJPj?ehm_YfE8ta8Vlz3QL6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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 =5x8 =3x8 =3x5 =4x6 =3x5 =3x6 =5x8 =3x52726252423222120191817 16 1 2 328 4 5 6 7 89 10 11 2912 1314 15 0-0-15 -0-0-15 1-11-1 1-11-1 4-7-1 14-4-1 7-9-15 9-9-1 2-0-0 16-4-1 16-4-111-5-50-6-1011-5-58-3-50-3-80-3-81-6-81-10-08-3-510-1-50-9-610-10-12Scale = 1:70.6 Plate Offsets (X, Y):[1:0-3-8,Edge], [8:0-2-4,0-2-4], [14:0-0-9,0-1-0], [16: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 0.42 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 0.09 Horiz(TL)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 251 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 9-15,9-1:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 24-6,25-5,26-4,27-3:2x4 SPF Stud WEDGE Left: 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: 1-27. WEBS 1 Row at midpt 15-16, 14-17, 12-18 REACTIONS (size)1=15-6-8, 16=15-6-8, 17=15-6-8, 18=15-6-8, 19=15-6-8, 20=15-6-8, 22=15-6-8, 23=15-6-8, 24=15-6-8, 25=15-6-8, 26=15-6-8, 27=15-6-8 Max Horiz 1=256 (LC 11) Max Uplift 1=-14 (LC 8), 16=-83 (LC 11), 17=-62 (LC 12), 18=-22 (LC 9), 19=-23 (LC 12), 20=-14 (LC 12), 22=-16 (LC 12), 23=-16 (LC 12), 24=-16 (LC 12), 25=-14 (LC 12), 26=-22 (LC 12), 27=-2 (LC 12) Max Grav 1=136 (LC 20), 16=87 (LC 8), 17=134 (LC 20), 18=121 (LC 19), 19=107 (LC 1), 20=107 (LC 19), 22=106 (LC 1), 23=108 (LC 1),24=105 (LC 1), 25=112 (LC 1),26=85 (LC 19), 27=190 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-3=-420/280, 3-4=-396/261, 4-5=-364/248, 5-6=-334/232, 6-7=-303/218, 7-8=-272/203, 8-10=-242/188, 10-11=-211/173, 11-12=-181/160, 12-14=-140/133, 14-15=-85/95, 15-16=-32/29 BOT CHORD 1-27=-108/131, 26-27=-105/130, 25-26=-105/130, 24-25=-105/130, 23-24=-105/130, 22-23=-105/130, 20-22=-105/130, 19-20=-105/130, 18-19=-105/130, 17-18=-105/130, 16-17=-105/130 WEBS 14-17=-108/90, 12-18=-87/59, 11-19=-80/44, 10-20=-80/39, 8-22=-80/39, 7-23=-81/40, 6-24=-79/39, 5-25=-82/40, 4-26=-70/43, 3-27=-138/55 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-5-7 to 3-5-7, Exterior(2N) 3-5-7 to 16-3-1 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)All plates are 2x4 MT20 unless otherwise indicated. 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 83 lb uplift at joint 16, 62 lb uplift at joint 17, 22 lb uplift at joint 18, 23 lb uplift at joint 19, 14 lb uplift at joint 20, 16 lb uplift at joint 22, 16 lb uplift at joint 23, 16 lb uplift at joint 24, 14 lbuplift at joint 25, 22 lb uplift at joint 26, 2 lb uplift at joint27 and 14 lb uplift at joint 1. 7)N/A 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 Provenance BR I53481412TGE4Monopitch Supported Gable 1 1Provenance BR Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.53 S Jul 18 2022 Print: 8.530 S Jul 18 2022 MiTek Industries, Inc. Thu Aug 04 06:59:08 Page: 1 ID:krsBcgnIbAVp6qD5BlcL_Iz3QI1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 4,2022 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