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HomeMy WebLinkAboutTruss Seals Lot 6 Spec16023 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). January 25,2022 Liu, Xuegang Pages or sheets covered by this seal: I49869959 thru I49870001 My license renewal date for the state of Indiana is July 31, 2022. 22010130-A 5 Loprete-Roof Trusses IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss C7GR Truss Type Half Hip Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869959 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:25 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-IQtmlCi1PmlhRlCVUWVQwmtrE45NZpoSUGFtSQzruHO Scale = 1:69.4 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6x8 3x10 6x8 8x12 MT20HS4x6 4x5 2x4 8x10 5x8 2x4 5x8 5x8 4x6 3x6 8x12 MT20HS 3x8 5x8 6x10 8x12 3x8 3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-10-80-10-8 3-5-42-6-12 6-8-123-3-8 11-11-55-2-9 17-1-145-2-9 22-4-85-2-9 27-7-85-3-0 32-10-85-3-0 35-0-82-2-0 3-5-4 3-5-4 6-8-12 3-3-8 11-11-5 5-2-9 17-1-14 5-2-9 22-4-8 5-2-9 27-7-8 5-3-0 32-10-8 5-3-0 35-0-8 2-2-0 0-6-84-10-85-0-54-10-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-5-5,Edge], [5:0-3-8,0-1-8], [8:0-3-8,0-2-8], [9:0-2-12,0-1-12], [10:Edge,0-2-0], [11:Edge,0-3-8], [14:0-3-8,0-3-0], [15:0-3-0,Edge], [16:Edge,0-3-8], [17:0-3-8,Edge], [18:0-2-0,0-1-8], [20:0-3-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.58 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.57 0.18 (loc) 15 16-17 11 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 190 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-10: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E *Except* 7-16,9-12,11-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-5 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS. (size)11=Mechanical, 21=0-3-8 Max Horz 21=126(LC 9) Max Uplift 11=-439(LC 7), 21=-326(LC 10) Max Grav 11=2440(LC 2), 21=2542(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-509/68, 2-3=-3305/504, 3-4=-4265/729, 4-5=-4902/855, 5-7=-5748/1072, 7-8=-5799/1081, 8-9=-4167/781, 9-10=-1255/242, 10-11=-2379/443 BOT CHORD 1-21=-96/428, 20-21=-175/466, 18-20=-494/2681, 17-18=-781/4262, 16-17=-44/319, 7-15=-593/273, 14-15=-834/4167, 13-14=-274/1305, 9-13=-2241/518 WEBS 2-20=-391/2288, 3-18=-426/2149, 4-18=-1204/407, 4-17=-202/881, 5-17=-1198/436, 15-17=-892/4697, 5-15=-252/1010, 8-15=-361/1959, 8-14=-1724/482, 9-14=-673/3438, 10-13=-504/2655, 2-21=-2053/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 11 and 326 lb uplift at joint 21. Continued on page 2 January 25,2022 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. Job 22010130-A Truss C7GR Truss Type Half Hip Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869959 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:26 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-mdR9yYjfA4uY3vnh2E0fS_Q0_URcIG2biw?R?szruHN NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 13) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-10=-61, 16-22=-20, 13-15=-20, 11-12=-20 Concentrated Loads (lb) Vert: 3=-71(F) 6=-68(F) 9=-68(F) 17=-48(F) 5=-68(F) 13=-48(F) 25=-68(F) 26=-68(F) 27=-68(F) 28=-68(F) 29=-68(F) 30=-68(F) 31=-95(F) 32=-95(F) 33=-95(F) 34=-95(F) 35=-60(F) 36=-133(F) 37=-48(F) 38=-48(F) 39=-48(F) 40=-48(F) 41=-48(F) 42=-48(F) 43=-48(F) 44=-48(F) 45=-18(F) 46=-18(F) 47=-18(F) 48=-18(F) 49=-18(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss C6 Truss Type Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869960 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:23 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-L2l0KXgmt9V_CS37N5SyrLoc5HMT5?x90ymmOXzruHQ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 28 29 5x8 3x6 3x6 3x5 2x4 5x8 5x10 2x4 2x4 4x5 2x4 4x5 3x6 6x10 3x5 5x8 4x5 3x5 4x5 3x10 2x4 0-10-80-10-8 8-8-127-10-4 15-6-106-9-14 22-4-86-9-14 27-2-44-9-12 32-10-85-8-4 35-0-82-2-0 4-5-4 4-5-4 8-8-12 4-3-8 15-6-10 6-9-14 22-4-8 6-9-14 27-2-4 4-9-12 32-10-8 5-8-4 35-0-8 2-2-0 0-6-86-2-86-4-51-1-81-0-06-2-88.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-14], [3:0-4-0,0-1-9], [7:0-4-0,0-1-9], [9:0-3-3,0-2-4], [14:0-2-4,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.80 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.29 0.14 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 7-9,5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-13 REACTIONS. (size)10=Mechanical, 19=0-3-8 Max Horz 19=118(LC 13) Max Grav 10=1462(LC 3), 19=1555(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/0, 2-3=-1929/14, 3-4=-2101/38, 4-6=-2353/34, 6-7=-2368/34, 7-8=-2212/0, 8-9=-2714/0, 9-10=-1457/0 BOT CHORD 1-19=-96/512, 18-19=-166/592, 16-18=-54/1510, 6-14=-377/106, 13-14=0/1778, 12-13=0/2238, 9-12=0/2182 WEBS 2-18=-92/1113, 3-16=-99/840, 4-16=-657/143, 14-16=-72/1966, 4-14=-17/325, 7-14=-103/881, 7-13=0/363, 8-13=-532/121, 2-19=-1399/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-12, Exterior(2R) 8-8-12 to 12-11-11, Interior(1) 12-11-11 to 27-2-4, Exterior(2R) 27-2-4 to 31-5-2, Interior(1) 31-5-2 to 34-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 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. January 25,2022 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. Job 22010130-A Truss C5 Truss Type Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869961 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:21 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-PfdGvrfWLXFGz8vkFgQUlwjEBTgtd4ksZeHgJezruHS Scale = 1:61.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 28 29 30 31 5x8 5x8 3x6 2x4 5x8 6x8 2x4 4x5 2x4 4x5 6x10 3x8 0-10-8 0-10-8 1-0-4 0-1-12 10-8-12 9-8-8 16-6-10 5-9-14 22-4-8 5-9-14 28-6-7 6-1-15 32-10-8 4-4-1 35-0-8 2-2-0 1-0-4 1-0-4 6-1-0 5-0-12 10-8-12 4-7-12 16-6-10 5-9-14 25-2-4 8-7-10 32-10-8 7-8-4 35-0-8 2-2-0 0-6-87-6-87-8-51-1-81-0-07-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-9], [7:0-4-0,0-1-9], [9:0-5-4,0-2-5], [14:0-2-4,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.87 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.14 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-9 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 13-14, 12-13 WEBS 1 Row at midpt 3-19 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)10=Mechanical, 19=0-3-8 Max Horz 19=142(LC 13) Max Grav 10=1490(LC 3), 19=1566(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-552/0, 2-3=-567/22, 3-4=-1802/0, 4-5=-1755/0, 5-6=-1896/0, 6-7=-1903/0, 7-8=-2339/0, 8-9=-2768/0, 9-10=-1484/0 BOT CHORD 1-19=0/397, 18-19=-56/1469, 16-18=-21/1447, 6-14=-280/90, 13-14=0/1637, 12-13=-33/2338, 9-12=-30/2244 WEBS 2-19=-258/248, 3-19=-1415/26, 4-18=0/379, 4-16=-95/551, 5-16=-568/116, 14-16=-16/1721, 7-14=-79/695, 7-13=0/508, 8-13=-586/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-12, Exterior(2R) 10-8-12 to 14-11-11, Interior(1) 14-11-11 to 25-2-4, Exterior(2R) 25-2-4 to 29-5-2, Interior(1) 29-5-2 to 34-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2022 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. Job 22010130-A Truss C4 Truss Type Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869962 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:20 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-xT3uhVeuaE7PL_KYizvFDjA5U3LJuf5jK_Y6nCzruHT Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 5x8 5x8 3x5 4x6 3x5 4x8 2x4 4x8 3x5 4x8 3x8 3x8 3x5 2x4 4x6 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-10 34-10-12 8-5-10 35-0-8 0-1-12 1-0-4 1-0-4 6-5-4 5-5-0 12-8-12 6-3-8 17-11-8 5-2-12 23-2-4 5-2-12 29-5-11 6-3-8 35-0-8 5-6-12 0-6-88-10-89-0-51-1-88-10-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-3-8,0-2-0], [4:0-4-0,0-1-9], [6:0-4-0,0-1-9], [7:0-3-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.83 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.08 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-15, 7-9 REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=166(LC 13) Max Grav 9=1506(LC 3), 15=1595(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-391/0, 2-3=-460/50, 3-4=-1890/43, 4-5=-1561/19, 5-6=-1561/19, 6-7=-1899/41, 7-8=-343/44, 8-9=-285/47 BOT CHORD 1-15=0/309, 14-15=-33/1590, 12-14=0/1357, 10-12=0/1360, 9-10=0/1547 WEBS 4-14=-35/481, 4-12=-72/471, 5-12=-365/105, 6-12=-74/465, 6-10=-33/493, 2-15=-276/205, 3-15=-1618/0, 7-9=-1742/0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-12, Exterior(2R) 12-8-12 to 16-11-11, Interior(1) 16-11-11 to 23-2-4, Exterior(2R) 23-2-4 to 27-5-2, Interior(1) 27-5-2 to 34-10-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 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. January 25,2022 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. Job 22010130-A Truss C3 Truss Type Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869963 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:18 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-?4y7Hpce2cth6gA9aYtn8I5h0GdgQnMQtg30jKzruHV Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 23 24 3x6 5x8 5x6 5x8 3x6 3x5 2x4 3x5 3x5 4x5 4x8 2x4 2x4 0-10-80-10-8 7-5-46-6-12 14-8-127-3-8 21-2-46-5-8 27-4-86-2-4 7-5-4 7-5-4 14-8-12 7-3-8 21-2-4 6-5-8 27-4-8 6-2-4 28-3-0 0-10-8 0-6-810-2-810-4-56-2-1310-2-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-0,0-1-9], [6:0-3-0,0-2-3], [7:0-2-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.90 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.03 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 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 3-11, 5-10, 6-10 REACTIONS. (size)9=0-3-8, 14=0-3-8 Max Horz 14=244(LC 13) Max Uplift 14=-6(LC 14) Max Grav 9=1232(LC 3), 14=1237(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1068/0, 2-3=-1429/33, 3-5=-1057/70, 5-6=-560/102, 6-7=-751/82, 7-9=-1120/38 BOT CHORD 1-14=0/1081, 13-14=-79/1199, 11-13=-79/1199, 10-11=-53/839 WEBS 3-11=-434/146, 5-11=0/577, 5-10=-484/49, 7-10=0/774, 2-14=-751/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-8-12, Exterior(2R) 14-8-12 to 18-11-11, Interior(1) 18-11-11 to 21-2-4, Exterior(2R) 21-2-4 to 25-5-2, Interior(1) 25-5-2 to 28-3-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 14. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2022 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. Job 22010130-A Truss C2 Truss Type Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869964 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:16 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-3hqNs8bNX?dzsN0mT7qJ2t?SES0Ryrv7PMaveRzruHX Scale = 1:71.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 23 24 3x6 4x8 5x8 3x8 3x6 3x5 2x4 4x5 3x5 3x10 3x5 3x5 3x8 3x5 0-10-8 0-10-8 1-0-4 0-1-12 9-5-13 8-5-9 16-8-12 7-2-14 19-2-4 2-5-8 27-4-8 8-2-4 1-0-4 1-0-4 9-5-13 8-5-9 16-8-12 7-2-14 19-2-4 2-5-8 23-1-10 3-11-6 27-4-8 4-2-14 28-3-0 0-10-8 0-6-811-6-811-8-56-2-1311-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-0,0-1-9], [6:0-4-0,0-1-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.63 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.32 0.03 (loc) 10-11 10-11 10 l/defl >999 >976 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-11, 7-10 REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=268(LC 13) Max Uplift 15=-11(LC 14) Max Grav 15=1266(LC 26), 10=1234(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/0, 2-3=-1445/41, 3-5=-915/98, 5-6=-668/121, 6-7=-770/107 BOT CHORD 1-15=-67/506, 14-15=-227/661, 12-14=-52/1236, 11-12=-14/649, 10-11=-36/480 WEBS 2-15=-1061/327, 2-14=0/675, 3-14=0/333, 3-12=-676/149, 6-12=-87/391, 7-11=-17/415, 7-10=-1059/4 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-8-12, Exterior(2E) 16-8-12 to 19-2-4, Exterior(2R) 19-2-4 to 23-2-5, Interior(1) 23-2-5 to 28-3-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2022 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. Job 22010130-A Truss C1 Truss Type Common Qty 6 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869965 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:15 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-aVG?eoalmhV6FDSavQJ4WgTAx2eXDPpzAiqL6?zruHY Scale = 1:80.4 12 3 4 5 6 7 12 11 10 9 8 16 17 18 19 3x6 5x6 3x8 3x6 3x5 2x4 4x5 3x5 4x5 6x8 3x10 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 27-4-8 9-5-0 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 27-4-8 9-5-0 28-3-0 0-10-8 0-6-812-6-36-2-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-4,0-2-8], [6:0-3-0,0-1-12], [8:Edge,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.80 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.47 0.02 (loc) 8-9 8-9 8 l/defl >999 >663 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=283(LC 13) Max Uplift 12=-11(LC 14), 8=-2(LC 14) Max Grav 12=1273(LC 26), 8=1257(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-423/0, 2-3=-1458/47, 3-5=-898/126, 5-6=-894/121, 6-8=-1072/84 BOT CHORD 1-12=-60/495, 11-12=-236/662, 9-11=-93/1262 WEBS 2-12=-1115/343, 2-11=0/704, 3-11=0/328, 3-9=-716/168, 5-9=-2/434, 6-9=0/764 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 28-3-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 12 and 2 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss C2B Truss Type Common Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869966 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:17 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-XuOl3Tc0IJlqUXbz0rLYb5YWLsK8hGXGe0JSAtzruHW Scale = 1:80.4 12 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 3x8 5x6 3x8 3x6 3x5 2x4 4x5 3x5 3x8 3x5 5x6 5x6 3x5 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-10 29-1-11 2-8-9 29-2-1 0-0-6 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-10 29-2-1 2-8-15 30-4-15 1-2-14 0-6-812-6-35-0-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-2-8,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.73 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.24 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 3-11 REACTIONS. (size)14=0-3-8, 9=0-4-3 Max Horz 14=274(LC 13) Max Uplift 14=-12(LC 14) Max Grav 14=1358(LC 26), 9=1335(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/0, 2-3=-1594/44, 3-5=-1019/125, 5-6=-1014/126, 6-7=-634/73, 7-9=-1366/23 BOT CHORD 1-14=-61/487, 13-14=-225/658, 11-13=-61/1378, 10-11=-29/542 WEBS 2-14=-1187/334, 2-13=0/818, 3-13=0/337, 3-11=-725/167, 5-11=-11/570, 6-11=-44/332, 6-10=-722/98, 7-10=-9/1125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 30-4-15 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 14. 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. January 25,2022 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. Job 22010130-A Truss C3B Truss Type Common Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869967 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:19 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-TGVVU9dGpw?YjqlL8GO0gWds1g0A9DmZ5KoZFmzruHU Scale = 1:80.4 12 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 3x8 4x6 4x8 3x8 3x6 3x6 2x4 4x5 3x5 3x8 3x5 3x8 5x6 2x4 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-1 8-5-10 31-1-11 4-8-10 31-2-1 0-0-6 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 26-5-1 8-5-10 31-2-1 4-9-0 32-4-15 1-2-14 0-6-812-6-33-8-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-4-0,Edge], [8:0-2-9,0-2-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.76 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.25 0.04 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size)15=0-3-8, 10=0-4-3 Max Horz 15=262(LC 13) Max Uplift 15=-10(LC 14), 10=-4(LC 15) Max Grav 15=1448(LC 26), 10=1426(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/0, 2-3=-1733/41, 3-5=-1166/121, 5-7=-1165/123, 7-8=-1100/57, 8-10=-1386/41 BOT CHORD 1-15=-66/504, 14-15=-214/676, 12-14=-55/1493, 11-12=0/891 WEBS 2-15=-1273/339, 2-14=0/916, 3-14=0/328, 3-12=-708/165, 5-12=-7/731, 7-11=-436/75, 8-11=0/1107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 32-4-15 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 15 and 4 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss B9B Truss Type Common Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869968 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:14 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-6JicRSZ7?ONFd3tOLiorzSw?UfIiUydqy35oZYzruHZ Scale = 1:80.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 3x6 4x6 3x6 3x8 3x6 3x6 2x4 4x5 3x5 3x8 3x5 5x6 3x8 3x5 3x6 0-10-80-10-8 9-5-148-7-6 17-11-88-5-10 26-5-28-5-11 33-1-116-8-9 33-2-10-0-6 9-5-14 9-5-14 17-11-8 8-5-10 26-5-2 8-5-11 33-2-1 6-8-15 34-4-15 1-2-14 0-6-812-6-32-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-3-0,0-1-12], [10:Edge,0-1-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.78 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.04 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-13 REACTIONS. (size)16=0-3-8, 10=0-4-3 Max Horz 16=249(LC 13) Max Uplift 16=-8(LC 14), 10=-10(LC 15) Max Grav 16=1538(LC 26), 10=1522(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/0, 2-3=-1871/37, 3-5=-1314/117, 5-7=-1314/120, 7-8=-1561/40, 8-10=-1430/53 BOT CHORD 1-16=-68/511, 15-16=-206/684, 13-15=-48/1608, 11-13=0/1244 WEBS 2-16=-1349/338, 2-15=0/1025, 3-15=0/320, 5-13=-4/897, 3-13=-697/164, 8-11=0/1245, 7-13=-406/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 34-4-15 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 16 and 10 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss B8B Truss Type Common Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869969 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:13 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-e68ED6ZVE4FO?vICn?HcRFNqdFyAlVMhjPLF16zruHa Scale = 1:81.9 12 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 3x8 5x6 3x8 3x8 4x6 3x6 2x4 4x5 3x5 5x8 4x5 3x8 3x5 4x5 4x6 0-10-80-10-8 9-5-148-7-6 17-11-88-5-10 26-5-28-5-11 26-6-10-0-14 35-1-118-7-10 35-2-10-0-6 9-5-14 9-5-14 17-11-8 8-5-10 26-5-2 8-5-11 33-9-13 7-4-11 35-2-1 1-4-4 36-4-15 1-2-14 0-6-812-6-31-0-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-2-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.80 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.29 0.06 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-13 REACTIONS. (size)16=0-3-8, 10=0-4-3 Max Horz 16=237(LC 13) Max Uplift 16=-5(LC 14), 10=-19(LC 15) Max Grav 16=1622(LC 26), 10=1619(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/0, 2-3=-2003/33, 3-5=-1456/116, 5-7=-1456/116, 7-8=-2014/29, 8-10=-1484/67 BOT CHORD 1-16=-67/513, 15-16=-202/687, 13-15=-41/1720, 11-13=0/1585, 10-11=-107/475 WEBS 2-16=-1425/332, 2-15=0/1136, 3-15=0/314, 3-13=-689/165, 5-13=-1/1057, 8-11=0/1196, 7-13=-697/161, 7-11=0/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 36-4-15 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 16 and 19 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss B7B Truss Type Roof Special Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869970 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:12 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Awas0mYtTm7XOlj?EImNu1revrbH0?ZXUlchVgzruHb Scale = 1:82.4 12 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 3x8 5x6 3x8 5x8 3x8 4x6 3x6 3x6 4x5 3x5 4x8 4x5 5x8 3x5 5x8 3x5 4x8 0-10-80-10-8 9-5-148-7-6 17-11-88-5-10 25-10-117-11-3 26-5-20-6-8 33-9-137-4-11 36-0-142-3-1 9-5-14 9-5-14 17-11-8 8-5-10 25-10-11 7-11-3 26-5-2 0-6-8 32-0-15 5-7-12 33-9-13 1-8-15 36-0-14 2-3-1 0-6-812-6-31-2-148.00 12 3.73 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-5-12,0-2-8], [11:0-3-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.84 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.32 0.08 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-14 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=-224(LC 12) Max Uplift 17=-3(LC 16), 10=-5(LC 17) Max Grav 17=1666(LC 29), 10=1537(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/0, 2-3=-2071/143, 3-5=-1531/212, 5-7=-1531/211, 7-8=-2180/151, 8-9=-2144/102, 9-10=-1512/68 BOT CHORD 1-17=-66/517, 16-17=-213/684, 14-16=-51/1769, 12-14=-38/1745, 11-12=-92/1968 WEBS 2-17=-1463/424, 2-16=0/1190, 3-16=0/308, 5-14=-64/1141, 3-14=-682/165, 8-11=-717/114, 9-11=-101/2181, 7-14=-832/163, 7-12=0/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 35-11-2 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 17 and 5 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss B6B Truss Type Roof Special Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869971 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:10 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-EYT6b4Wdx9tq8SZd6tjvpclIT1tlY1uE1R7aQnzruHd Scale = 1:82.4 12 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 3x8 5x6 3x8 5x6 3x5 3x8 4x6 3x6 3x6 4x5 3x5 4x8 3x5 3x5 8x12 MT20HS4x6 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-11 32-0-15 5-7-12 36-0-14 4-0-0 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-11 32-0-15 5-7-12 36-0-14 4-0-0 0-6-812-6-31-10-58.00 12 3.73 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [10:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.97 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.08 (loc) 10-11 10-11 10 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 174 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 8-9,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-13, 7-13 REACTIONS. (size)16=0-3-8, 10=Mechanical Max Horz 16=-225(LC 12) Max Uplift 16=-3(LC 16), 10=-6(LC 17) Max Grav 16=1666(LC 29), 10=1534(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-428/0, 2-3=-2071/143, 3-5=-1522/212, 5-7=-1527/210, 7-8=-2120/149 BOT CHORD 1-16=-67/515, 15-16=-215/683, 13-15=-60/1770, 11-13=-53/1750, 10-11=-127/1822 WEBS 2-16=-1468/422, 2-15=0/1187, 3-15=0/312, 3-13=-685/164, 5-13=-63/1134, 7-13=-826/151, 7-11=0/457, 8-10=-2110/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8 , Interior(1) 20-11-8 to 35-11-2 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 16 and 6 lb uplift at joint 10. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss B5B Truss Type ATTIC Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869972 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:09 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-mLvjOkV_ArkzWI_QY9CgGPD6ued3pd45onN1uLzruHe Scale: 1/8"=1' 1 2 3 4 5 6 7 8 22 21 20 19 17 13 12 11 10 9 18 16 15 14 23 24 25 26 27 28 29 3x10 5x6 6x8 4x5 3x6 3x5 5x8 3x5 2x4 4x8 2x4 6x10 5x10 5x8 2x4 2x4 3x5 5x6 4x8 5x8 2x4 3x5 3x5 4x6 5-0-08-2-08-7-6 8-7-6 15-5-4 6-9-14 17-2-7 1-9-3 18-11-9 1-9-3 20-8-12 1-9-3 29-5-8 8-8-12 35-2-6 5-8-14 8-7-6 8-7-6 15-5-4 6-9-14 17-1-0 1-7-12 20-7-0 3-6-0 20-8-12 0-1-12 29-5-8 8-8-12 35-2-6 5-8-14 1-1-84-3-312-6-32-5-121-2-08.00 12 3.73 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [7:0-6-12,0-4-0], [14:0-2-0,0-3-0], [18:0-3-12,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.68 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.17 -0.41 0.04 0.04 (loc) 10-12 10-12 9 14-18 l/defl >999 >999 n/a 1504 L/d 240 180 n/a 360 PLATES MT20 Weight: 222 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-7: 2x6 SP 2400F 2.0E, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E, 1-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21,17-19. WEBS 1 Row at midpt 3-18, 7-14, 10-14 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size)22=0-3-8, 9=Mechanical Max Horz 22=-236(LC 12) Max Grav 22=1496(LC 30), 9=1483(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1986/55, 3-4=-1774/106, 4-5=-933/40, 5-6=-857/53, 6-7=-1871/66, 7-8=-1960/30, 8-9=-1442/48, 1-22=-1415/70 BOT CHORD 21-22=-175/502, 19-21=-175/691, 17-19=-208/663, 13-17=-12/1415, 12-13=-138/1779, 10-12=-110/1764, 16-18=0/566, 15-16=0/566, 14-15=-112/336 WEBS 3-18=-350/153, 18-23=-11/831, 12-14=0/354, 6-14=-8/379, 7-14=-568/127, 7-10=-599/94, 4-23=-739/128, 23-24=-756/128, 6-24=-801/127, 5-24=0/788, 8-10=0/1932, 1-21=0/1268, 13-15=-119/284, 13-14=-688/169, 17-18=-113/973, 15-17=-656/205, 18-21=-76/1281, 10-14=-190/476 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 17-1-0, Exterior(2R) 17-1-0 to 20-1-0 , Interior(1) 20-1-0 to 35-0-10 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-23, 23-24, 6-24 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18, 15-16, 14-15 9) Refer to girder(s) for truss to truss connections. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Attic room checked for L/360 deflection. January 25,2022 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. Job 22010130-A Truss B1GRB Truss Type ATTIC GIRDER Qty 1 Ply 5 5 Loprete-Roof Trusses Job Reference (optional) I49869973 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:07 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-pznzz3UkeEUFH_q2RkACB_7wpqxiLjwoLTuwqSzruHg Scale = 1:105.4 1 2 3 4 5 6 7 8 9 10 11 26 25 24 22 20 17 16 15 14 13 12 23 21 19 18 28 27 37 38 39 40 41 42 43 44 45 4647 4849 4x8 5x6 10x12 MT20HS 12x20 4x5 6x12 10x12 8x10 12x16 3x6 8x10 6x8 6x12 5x8 6x8 10x12 8x12 MT20HS 6x10 3x6 4x5 2x4 3x6 6x8 8x10 8x10 8x12 MT20HS 3x6 NAILED HGUS26-2 NAILED NAILED HGUS28-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-0-08-2-01-2-09-0-0 9-0-0 15-5-4 6-5-4 20-9-12 5-4-8 24-9-5 3-11-9 28-7-4 3-10-0 33-4-2 4-8-14 35-4-6 2-0-4 41-10-0 6-5-10 9-0-0 9-0-0 15-5-4 6-5-4 17-1-0 1-7-12 20-7-0 3-6-0 20-9-12 0-2-12 24-9-5 3-11-9 28-9-14 4-0-9 33-4-2 4-6-4 35-4-6 2-0-4 36-2-6 0-10-0 41-10-0 5-7-10 1-1-84-8-412-6-30-7-121-2-08.00 12 3.73 12 Plate Offsets (X,Y)-- [3:0-5-10,0-2-4], [6:0-5-8,0-3-4], [7:0-1-4,0-2-12], [8:0-6-0,0-5-8], [12:0-9-2,0-6-14], [12:0-9-2,Edge], [15:0-6-0,0-6-0], [16:0-3-8,0-5-0], [17:0-2-12,0-2-4], [24:0-3-8,0-5-12], [27:0-4-0,0-2-4], [28:0-6-0,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.67 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.42 -0.71 0.13 0.09 (loc) 16-17 16-17 12 18-23 l/defl >999 >705 n/a 723 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 1946 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 8-12: 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E *Except* 18-23: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-17: 2x6 SPF No.2, 7-17,7-16: 2x4 SP 2400F 2.0E 6-28,3-28: 2x6 SP 2400F 2.0E, 5-27: 2x8 SP 2400F 2.0E WEDGE Left: 2x8 SP 2400F 2.0E SLIDER Right 2x4 SPF No.2 2-3-12 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. JOINTS 1 Brace at Jt(s): 27 REACTIONS. (size)12=0-8-15, 1=0-3-8 Max Horz 1=-228(LC 44) Max Grav 12=20536(LC 3), 1=12617(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-19677/0, 3-4=0/7679, 4-5=-49/2391, 5-6=0/2977, 6-7=-24113/0, 7-8=-33890/0, 8-9=-49954/0, 9-10=-49616/0, 10-12=-51308/0 BOT CHORD 1-26=0/15939, 24-26=0/15949, 22-24=0/19542, 20-22=0/19542, 17-20=0/19542, 16-17=0/28237, 15-16=0/41031, 14-15=0/41031, 13-14=0/48699, 12-13=0/48699, 21-23=0/311, 19-21=0/311, 18-19=0/311 WEBS 3-26=-1598/0, 3-24=0/5735, 23-24=-679/1826, 23-28=-723/1765, 4-28=-10265/0, 17-18=0/15008, 6-18=0/15216, 7-17=-16715/0, 7-16=0/19256, 8-16=-18237/0, 8-15=0/2933, 8-14=0/9042, 9-14=-1450/0, 10-14=-2483/0, 27-28=-25990/0, 6-27=-20410/0, 5-27=-3618/0, 21-22=-559/0, 19-20=-68/309, 3-28=-27986/0, 4-27=0/7925, 10-13=0/3335 NOTES- 1) 2) 3) 5-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Attach TC&BC w/1/2" diam. bolts(ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 4) 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. 5) Unbalanced roof live loads have been considered for this design. 6) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 N/A N/A January 25,2022 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. Job 22010130-A Truss B1GRB Truss Type ATTIC GIRDER Qty 1 Ply 5 5 Loprete-Roof Trusses Job Reference (optional) I49869973 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:07 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-pznzz3UkeEUFH_q2RkACB_7wpqxiLjwoLTuwqSzruHg NOTES- 7) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 8) Unbalanced snow loads have been considered for this design. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 12) Ceiling dead load (5.0 psf) on member(s). 27-28, 6-27 13) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 21-23, 19-21, 18-19 14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 35-3-14 from the left end to connect truss(es) to front face of bottom chord. 16) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 6-10d Truss) or equivalent at 22-10-8 from the left end to connect truss(es) to back face of bottom chord. 17) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-8 oc max. starting at 24-11-4 from the left end to 40-11-12 to connect truss(es) to back face of bottom chord. 18) Fill all nail holes where hanger is in contact with lumber. 19) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 20) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1752 lb down and 157 lb up at 7-0-0, and 2978 lb down and 267 lb up at 17-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 21) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-51, 5-8=-51, 8-31=-51, 34-41=-20, 41-42=-255(F=-235), 12-42=-20, 18-23=-20, 6-28=-10 Concentrated Loads (lb) Vert: 2=-1000(F) 5=-1700(F) 16=-1161(B) 15=-1161(B) 14=-1160(B) 13=-2271(F) 30=-1160(B) 38=-53(F) 42=-2410(B) 43=-1161(B) 44=-1160(B) 45=-1160(B) 46=-1160(B) 47=-24(F) 48=-13(F) 49=-1161(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss E1 Truss Type Common Qty 4 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869974 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:31 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-7aE2?Gno?cWr9ggfrncq9170_V7QzcXKsCiCg3zruHI Scale = 1:49.6 1 2 3 4 5 9 8 7 6 16 17 4x6 4x6 3x6 4x5 3x8 4x5 4x5 2x4 2x4 1-1-0 1-1-0 1-2-8 0-1-8 10-8-0 9-5-8 20-1-8 9-5-8 20-3-0 0-1-8 21-4-0 1-1-0 6-3-8 6-3-8 10-8-0 4-4-8 15-0-8 4-4-8 21-4-0 6-3-8 0-6-87-7-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [5:0-0-0,0-0-6] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.66 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.02 (loc) 6-8 6-8 6 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 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)9=0-3-0, 6=0-3-0 Max Horz 9=131(LC 13) Max Uplift 9=-3(LC 14), 6=-3(LC 15) Max Grav 9=853(LC 2), 6=853(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/3, 2-3=-723/63, 3-4=-723/63, 4-5=-386/3 BOT CHORD 1-9=0/291, 8-9=-46/684, 6-8=0/679, 5-6=0/291 WEBS 3-8=-8/486, 2-9=-641/87, 4-6=-641/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 21-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 9 and 3 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. January 25,2022 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. Job 22010130-A Truss E2GRB Truss Type Common Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869975 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:32 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-bmoQDcnQlweinqFrPU73iFgCovYji2bU5sSlCWzruHH Scale: 1/4"=1' 1 2 3 4 5 9 8 7 613 14 15 5x6 6x8 6x8 4x8 12x16 3x5 3x6 6x8 10x12 LUS28 LUS28 LUS28 Special 0-2-80-2-8 5-0-84-10-0 9-9-84-9-0 14-6-84-9-0 19-4-84-10-0 19-7-00-2-8 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 1-1-87-7-131-1-88.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-11], [4:0-2-8,0-1-8], [5:0-0-13,0-3-15], [6:0-3-8,0-7-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.34 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.00 (loc) 6-7 6-7 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size)1=0-3-0, 5=0-3-0 (req. 0-5-13) Max Horz 1=119(LC 7) Max Grav 1=1678(LC 45), 5=7023(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2015/0, 2-3=-2043/0, 3-4=-2045/0, 4-5=-3888/0 BOT CHORD 1-8=0/1665, 7-8=0/1665, 6-7=0/3208, 5-6=0/3452 WEBS 3-7=0/1939, 4-7=-2022/0, 4-6=0/2086, 2-7=-204/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) 5 greater than input bearing size. 7) Solid blocking is required on both sides of the truss at joint(s), 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) Use Simpson Strong-Tie LUS28 (6-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 12-10-12 from the left end to 16-10-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 234 lb up at 0-0-0, and 3316 lb down and 503 lb up at 18-10-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. January 25,2022 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. Job 22010130-A Truss E2GRB Truss Type Common Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869975 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:32 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-bmoQDcnQlweinqFrPU73iFgCovYji2bU5sSlCWzruHH LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-5=-51, 5-10=-20 Concentrated Loads (lb) Vert: 5=-2181(B) 10=-38 13=-1017(B) 14=-1017(B) 15=-1017(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss R1 Truss Type ATTIC Qty 2 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869976 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:48 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-7rmTa4_S_qfRiHTwLrPqLdKp0MtrSFeqmLKbmazruH1 Scale = 1:77.3 12 3 4 5 6 7 8 9 10 24 23 22 19 17 16 14 13 21 20 18 15 12 11 25 26 29 30 31 4x6 5x6 5x6 5x6 3x5 8x12 MT20HS 6x8 3x5 8x12 3x5 4x5 4x5 8x12 MT20HS 5x8 4x5 5x8 5x10 3x6 13-2-0 8-2-00-10-8 0-10-8 9-1-4 8-2-12 11-9-9 2-8-5 14-5-14 2-8-5 17-2-2 2-8-5 19-10-7 2-8-5 21-5-0 1-6-9 21-5-11 0-0-11 22-6-12 1-1-1 22-8-8 0-1-12 9-1-49-1-4 10-9-51-8-1 11-5-0 0-7-11 14-5-03-0-1 17-10-03-4-15 20-10-03-0-1 21-5-00-7-0 21-5-11 0-0-11 22-6-12 1-1-1 22-8-80-1-12 0-6-1212-6-158-6-38-9-11-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-1-13,Edge], [7:0-3-0,0-2-12], [8:0-3-4,0-2-12], [10:0-3-8,0-2-8], [11:0-4-8,0-3-0], [12:0-3-8,0-2-8], [14:0-3-8,0-2-8], [16:0-3-8,0-2-8], [17:0-5-8,Edge], [21:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.89 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.43 -0.80 0.08 -0.22 (loc) 19-22 19-22 13 11-21 l/defl >600 >325 n/a 717 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 187 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 1-17: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 10-13: 2x4 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-8-0 oc bracing: 11-21 WEBS 1 Row at midpt 21-23 JOINTS 1 Brace at Jt(s): 25, 26 REACTIONS. (size)24=0-3-8, 13=0-3-8 Max Horz 24=228(LC 14) Max Grav 24=967(LC 26), 13=1260(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1051/0, 3-5=-424/8, 5-6=-293/41, 6-7=-411/64, 7-8=-371/85, 8-9=-489/69, 9-10=-349/16, 11-13=-1222/0, 10-11=-406/28 BOT CHORD 22-23=-263/4596, 19-22=-279/4745, 17-19=0/4942, 16-17=0/3387, 14-16=0/1749, 13-14=-538/104, 20-21=-4792/0, 18-20=-4350/0, 15-18=-4348/0, 12-15=-3264/0, 11-12=-1627/0 WEBS 6-25=-73/262, 25-26=-72/261, 9-26=-73/257, 3-23=-21/584, 21-23=-3761/158, 3-21=-857/122, 2-24=-897/0, 2-23=0/870, 15-16=-544/0, 19-21=-297/710, 17-20=-580/235, 12-16=0/1861, 15-17=-73/1168, 11-14=0/2274, 12-14=-670/0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-5-0, Exterior(2E) 14-5-0 to 17-10-0, Exterior(2R) 17-10-0 to 22-0-14, Interior(1) 22-0-14 to 22-6-12 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-25, 25-26, 9-26 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 20-21, 18-20, 15-18, 12-15, 11-12 Continued on page 2 January 25,2022 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. Job 22010130-A Truss R1 Truss Type ATTIC Qty 2 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869976 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:48 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-7rmTa4_S_qfRiHTwLrPqLdKp0MtrSFeqmLKbmazruH1 NOTES- 11) 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. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss R2GR Truss Type ATTIC GIRDER Qty 1 Ply 4 5 Loprete-Roof Trusses Job Reference (optional) I49869977 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:50 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-3EtD_m?iWSv8xbdJSGRIR2P8s9c6wBe7DfpirTzruH? Scale = 1:78.2 12 3 4 5 6 7 8 9 1011 28 27 26 24 22 21 19 17 15 14 25 23 20 18 16 13 12 29 30 6x8 6x8 6x8 4x6 3x5 3x12 MT20HS 3x8 6x10 3x6 10x12 4x6 3x8 5x10 2x4 3x5 4x5 4x5 2x4 3x8 3x5 3x5 3x5 3x6 4x8 2x4 3x5 3x5 4x5 3x6 8-2-00-10-80-10-8 4-1-23-2-10 7-2-113-1-9 10-9-143-7-3 22-6-1211-8-14 22-8-80-1-12 4-1-2 4-1-2 7-2-11 3-1-9 10-9-5 3-6-10 11-7-12 0-10-7 14-5-0 2-9-5 16-1-8 1-8-8 17-10-0 1-8-8 20-7-5 2-9-5 21-5-11 0-10-6 22-6-12 1-1-1 22-8-8 0-1-12 0-6-1212-6-158-6-38-9-21-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-1-13,Edge], [4:0-4-0,Edge], [6:0-2-2,0-1-8], [7:0-4-0,0-3-12], [9:0-4-0,0-3-12], [10:Edge,0-5-14], [12:0-3-0,Edge], [26:0-9-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.65 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.34 -0.52 0.06 -0.19 (loc) 20-23 20-23 14 12-25 l/defl >762 >494 n/a 980 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 860 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-10,11-14: 2x4 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.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 12-25 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)28=0-3-8, 14=0-3-8 Max Horz 28=282(LC 12) Max Uplift 14=-135(LC 7) Max Grav 28=3090(LC 3), 14=5798(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3481/0, 3-5=-724/11, 5-6=-2360/213, 6-7=-6713/563, 7-8=-6671/569, 8-9=-5835/485, 9-10=-6713/567, 10-11=-2913/193, 12-14=-4221/239, 11-12=-3863/254 BOT CHORD 27-28=-258/158, 26-27=-985/16457, 24-26=-1023/16936, 21-24=0/13446, 19-21=0/10582, 17-19=0/7006, 15-17=0/7006, 14-15=0/2829, 23-25=-15135/421, 20-23=-15135/421, 18-20=-12874/0, 16-18=-10010/0, 13-16=-2328/0, 12-13=-132/2621 WEBS 3-27=-244/3670, 3-25=-2753/219, 25-26=-561/88, 5-25=-2928/441, 6-29=-554/6086, 29-30=-582/6353, 10-30=-461/5167, 2-28=-2960/29, 2-27=0/2577, 7-29=-320/406, 9-30=-168/1900, 20-21=-1032/130, 18-19=-1171/65, 13-15=0/1613, 24-25=-1476/1111, 20-24=-473/2395, 18-21=-290/3033, 15-16=-4632/0, 16-19=-116/3787, 25-27=-14133/808, 8-29=-632/385, 8-30=-2289/231, 13-14=-4929/0 NOTES- 1) N/A 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc, Except member 7-9 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. Continued on page 2 January 25,2022 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. Job 22010130-A Truss R2GR Truss Type ATTIC GIRDER Qty 1 Ply 4 5 Loprete-Roof Trusses Job Reference (optional) I49869977 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:51 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-XQRcC50KHl1?ZlCV0_zXzFyJcZyLfeuHSJYFNvzruH_ NOTES- 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-29, 29-30, 10-30 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 23-25, 20-23, 18-20, 16-18, 13-16, 12-13 13) 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. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=135. 15) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5955 lb down and 534 lb up at 16-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 18) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-51, 5-6=-61, 6-7=-51, 7-9=-61, 9-11=-51, 1-14=-20, 12-25=-20, 6-10=-10 Concentrated Loads (lb) Vert: 8=-3400(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss R2GS Truss Type ATTIC GIRDER Qty 1 Ply 4 5 Loprete-Roof Trusses Job Reference (optional) I49869978 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:53 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-TpZMdn2bpNHjo3Lu7P??2g1hgNd57UTZwd1MRozruGy Scale = 1:78.3 1 2 3 4 5 6 7 8 9 10 27 26 25 23 21 20 18 16 14 13 24 22 19 17 15 12 11 29 30 28 6x8 6x8 6x8 4x6 4x8 8x12 MT20HS 4x8 6x12 3x6 12x20 3x5 5x10 2x4 2x4 4x5 4x6 4x6 2x4 3x10 3x5 3x5 3x5 3x6 5x8 2x4 3x5 3x5 4x5 3x5 8-2-00-10-80-10-8 4-1-23-2-10 7-2-113-1-9 10-9-143-7-3 22-6-1211-8-14 22-8-80-1-12 4-1-2 4-1-2 7-2-11 3-1-9 10-9-5 3-6-10 11-8-15 0-11-10 14-5-0 2-8-2 16-1-8 1-8-8 17-10-0 1-8-8 20-6-2 2-8-2 21-5-11 0-11-10 22-6-12 1-1-1 22-8-8 0-1-12 0-6-1212-6-158-6-39-9-81-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-7-12,0-0-5], [7:0-4-8,0-3-12], [9:0-4-0,0-3-12], [25:0-4-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.76 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.41 -0.62 0.07 -0.22 (loc) 19-22 19-22 13 11-24 l/defl >638 >416 n/a 816 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 918 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-28: 2x6 SP 2400F 2.0E, 13-28: 2x4 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.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 11-24 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)27=0-3-8, 13=0-3-8 Max Horz 27=304(LC 10) Max Uplift 13=-157(LC 7) Max Grav 27=3092(LC 3), 13=5812(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-316/0, 2-3=-3629/0, 3-5=-472/20, 5-6=-2099/197, 6-7=-7345/597, 7-8=-7415/606, 8-9=-7037/553, 9-10=-8968/715, 11-13=-3997/243, 11-28=-3704/261 BOT CHORD 25-26=-1179/19159, 23-25=-1224/19727, 20-23=-148/15750, 18-20=0/12624, 16-18=0/8797, 14-16=0/8797, 13-14=0/4171, 22-24=-18114/615, 19-22=-18114/615, 17-19=-15597/144, 15-17=-12471/0, 12-15=-4018/0, 11-12=-62/1131 WEBS 3-26=-287/4551, 3-24=-3456/262, 24-25=-676/96, 5-24=-3420/472, 6-29=-607/7255, 29-30=-657/7772, 10-30=-535/6649, 2-27=-2864/24, 2-26=0/2565, 7-29=-370/233, 9-30=-360/4389, 19-20=-1132/140, 17-18=-1262/74, 12-14=0/1684, 23-24=-1633/1085, 19-23=-499/2666, 17-20=-316/3310, 14-15=-4900/0, 15-18=-142/4054, 24-26=-16743/987, 8-29=-1131/359, 8-30=-1829/207, 12-13=-5415/0 NOTES- 1) N/A 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, Except member 7-9 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 27-2 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. Continued on page 2 January 25,2022 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. Job 22010130-A Truss R2GS Truss Type ATTIC GIRDER Qty 1 Ply 4 5 Loprete-Roof Trusses Job Reference (optional) I49869978 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:53 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-TpZMdn2bpNHjo3Lu7P??2g1hgNd57UTZwd1MRozruGy NOTES- 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-29, 29-30, 10-30, 10-28 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 22-24, 19-22, 17-19, 15-17, 12-15, 11-12 13) 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. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=157. 15) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5955 lb down and 534 lb up at 16-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 18) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-51, 5-6=-61, 6-7=-51, 7-9=-61, 9-10=-51, 1-14=-20, 13-14=-61, 11-24=-20, 6-28=-10 Concentrated Loads (lb) Vert: 8=-3400(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss R3GR Truss Type ATTIC Qty 1 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869979 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:55 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-QCh62T3rL_XR2MVGFp1T8579zAG9bUJsNxWTVgzruGw Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 29 28 26 25 23 21 20 18 16 13 12 27 24 22 19 17 15 14 30 314x6 5x6 5x6 4x6 4x8 2x4 4x8 4x8 4x8 2x4 2x4 5x8 4x8 2x4 3x10 2x4 3x5 3x5 2x4 3x8 3x5 3x5 3x5 3x6 3x5 4x6 4x5 5x8 3x5 3x8 3x8 8-2-014-0-8 8-2-128-2-12 8-8-00-5-4 22-3-413-7-4 29-10-87-7-4 8-2-12 8-2-12 9-10-13 1-8-1 10-6-8 0-7-11 13-6-8 3-0-1 15-3-0 1-8-8 16-11-8 1-8-8 19-11-8 3-0-1 20-7-3 0-7-11 22-3-4 1-8-1 29-10-8 7-7-4 1-3-812-6-151-9-121-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [7:0-4-4,0-2-0], [12:0-2-8,0-1-8], [13:0-3-8,0-2-0], [28:0-3-8,0-2-0], [29:0-2-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.21 0.85 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.17 -0.28 0.05 -0.13 (loc) 17 17 12 14-27 l/defl >999 >898 n/a 1322 L/d 240 180 n/a 360 PLATES MT20 Weight: 434 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12,1-29: 2x6 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 14-27 JOINTS 1 Brace at Jt(s): 30, 31 REACTIONS. (size)26=0-3-8, 29=Mechanical, 12=Mechanical Max Horz 29=206(LC 7) Max Uplift 26=-203(LC 7), 29=-87(LC 6), 12=-24(LC 11) Max Grav 26=868(LC 30), 29=3332(LC 3), 12=3725(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4336/264, 3-4=-4206/234, 4-5=-3647/384, 5-6=-2775/374, 6-7=-2794/330, 7-8=-3618/395, 8-9=-4161/208, 9-11=-4432/64, 11-12=-3650/61, 1-29=-3284/127 BOT CHORD 28-29=-187/425, 26-28=-0/2955, 25-26=0/3924, 23-25=0/3924, 20-23=0/5041, 18-20=0/5356, 16-18=0/4571, 13-16=0/3261, 12-13=-42/312, 24-27=-131/711, 22-24=-2146/0, 19-22=-2798/0, 17-19=-2798/0, 15-17=-2527/0, 14-15=-1581/0 WEBS 27-28=0/388, 3-27=-518/501, 4-30=-1363/175, 30-31=-1261/857, 8-31=-1272/153, 11-13=-18/3072, 13-14=-504/89, 9-14=-144/562, 22-23=-441/0, 19-20=-271/0, 17-18=-308/0, 15-16=-598/0, 14-16=0/1699, 15-18=0/1007, 17-20=0/289, 24-26=-1481/0, 26-27=-818/287, 23-24=0/1399, 20-22=0/695, 5-30=-194/2251, 7-31=-192/2136, 1-28=-236/3028, 6-30=-2499/245, 6-31=-2374/247 NOTES- 1) N/A 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 2 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 January 25,2022 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. Job 22010130-A Truss R3GR Truss Type ATTIC Qty 1 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869979 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:55 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-QCh62T3rL_XR2MVGFp1T8579zAG9bUJsNxWTVgzruGw NOTES- 10) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-30, 30-31, 8-31 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 24-27, 22-24, 19-22, 17-19, 15-17, 14-15 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 12 except (jt=lb) 26=203. 14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4379 lb down and 392 lb up at 15-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-4=-61, 4-5=-51, 5-7=-61, 7-8=-51, 8-9=-61, 9-11=-51, 12-29=-20, 14-27=-20, 4-8=-10 Concentrated Loads (lb) Vert: 6=-2500(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss R4 Truss Type ATTIC Qty 3 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869980 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:57 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-MaotS955tbn9HgffME3xDWCIW_xC3Jb9qF?aaZzruGu Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 28 27 25 24 2220 19 17 15 12 11 26 23 21 18 16 14 13 29 30 31 32 33 34 5x8 5x6 5x6 8x10 3x12 MT20HS 2x4 4x5 4x8 4x8 3x5 3x5 5x8 4x5 5x10 2x4 3x5 3x10 2x4 3x10 3x5 3x8 3x8 3x10 3x6 2x4 2x4 4x8 3x8 4x8 8-2-014-0-8 8-2-128-2-12 8-8-00-5-4 22-3-413-7-4 29-10-87-7-4 8-2-12 8-2-12 9-10-13 1-8-1 10-6-8 0-7-11 13-6-8 3-0-1 16-11-8 3-4-15 19-11-8 3-0-0 20-7-3 0-7-11 22-3-4 1-8-1 29-10-8 7-7-4 1-3-812-6-151-9-121-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [5:0-4-4,0-2-0], [6:0-4-4,0-2-0], [9:0-5-0,Edge], [10:0-2-4,0-1-8], [13:0-4-0,0-2-4], [14:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-1-8], [22:0-3-8,0-1-8], [28:0-2-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.94 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.34 -0.56 0.04 -0.22 (loc) 14-16 14-16 11 13-26 l/defl >740 >440 n/a 787 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 200 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 13-26: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11,1-28: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-1-0 oc bracing: 13-26 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)25=0-3-8, 28=Mechanical, 11=Mechanical Max Horz 28=206(LC 11) Max Uplift 25=-182(LC 11) Max Grav 25=719(LC 26), 28=1421(LC 27), 11=1598(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1753/42, 3-4=-1214/73, 4-5=-326/51, 6-7=-287/106, 7-8=-1143/51, 8-10=-1720/0, 10-11=-1502/0, 1-28=-1385/21 BOT CHORD 27-28=-193/426, 25-27=0/880, 24-25=0/2081, 22-24=0/2081, 19-22=0/3307, 17-19=0/3716, 15-17=0/2795, 12-15=0/1286, 11-12=-45/316, 23-26=-108/539, 21-23=-2368/0, 18-21=-2946/0, 16-18=-2946/0, 14-16=-2777/0, 13-14=-1856/0 WEBS 26-27=0/538, 3-26=-226/565, 4-29=-1291/133, 29-30=-1286/133, 7-30=-1285/132, 10-12=0/872, 8-13=0/685, 21-22=-425/0, 16-17=-293/0, 14-15=-591/0, 13-15=0/1844, 14-17=0/981, 23-25=-1576/0, 25-26=-655/232, 22-23=0/1350, 19-21=0/616, 1-27=-49/984 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-6-8, Exterior(2E) 13-6-8 to 16-11-8, Exterior(2R) 16-11-8 to 21-2-6, Interior(1) 21-2-6 to 29-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-29, 29-30, 7-30 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 23-26, 21-23, 18-21, 16-18, 14-16, 13-14Continued on page 2 January 25,2022 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. Job 22010130-A Truss R4 Truss Type ATTIC Qty 3 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869980 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:57 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-MaotS955tbn9HgffME3xDWCIW_xC3Jb9qF?aaZzruGu NOTES- 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=182. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss R5 Truss Type ATTIC Qty 6 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869981 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:59 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Izwdtr6MPD2tW_p1Uf6PIxHf3neuXB1SIZUgeSzruGs Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 29 28 27 25 23 21 20 18 14 13 12 26 24 22 19 17 16 15 30 31 32 33 34 35 8x10 5x6 5x6 8x12 3x6 4x8 2x4 6x10 6x10 2x4 3x5 3x5 4x8 5x8 5x8 4x8 5x8 3x10 3x10 3x5 3x10 2x4 3x8 3x5 3x10 3x8 2x4 2x4 5x8 14-0-8 8-2-02-3-15 2-3-15 2-5-11 0-1-12 8-2-11 5-9-0 10-5-10 2-2-15 12-10-4 2-4-11 15-2-15 2-4-11 17-7-10 2-4-11 20-0-5 2-4-11 22-3-3 2-2-15 29-10-7 7-7-4 2-5-11 2-5-11 8-2-11 5-9-0 9-10-12 1-8-1 10-6-7 0-7-11 13-6-7 3-0-1 16-11-7 3-4-15 19-11-7 3-0-0 20-7-2 0-7-11 22-3-3 1-8-1 29-10-7 7-7-4 1-3-912-6-151-9-121-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [3:0-5-0,Edge], [6:0-4-4,0-2-0], [7:0-4-4,0-2-0], [10:0-5-5,Edge], [11:0-2-4,0-1-8], [14:0-3-8,0-1-8], [15:0-4-4,Edge], [16:0-3-8,0-1-8], [18:0-3-8,0-1-8], [23:0-3-8,0-1-8], [24:0-3-8,0-1-8], [25:0-3-8,0-2-8], [26:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.91 0.86 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.27 -0.44 0.03 -0.15 (loc) 17-19 17-19 12 15-26 l/defl >999 >742 n/a 1130 L/d 240 180 n/a 360 PLATES MT20 Weight: 206 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-29,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. Except: 3-11-0 oc bracing: 15-26 JOINTS 1 Brace at Jt(s): 30, 31 REACTIONS. (size)28=0-3-8, 12=Mechanical Max Horz 28=205(LC 11) Max Grav 28=1776(LC 26), 12=1552(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1814/0, 4-5=-1224/0, 5-6=-314/76, 7-8=-315/82, 8-9=-1225/0, 9-11=-1833/0, 11-12=-1430/0 BOT CHORD 27-28=-995/420, 25-27=-1078/423, 23-25=-210/1343, 20-23=0/2490, 18-20=0/2875, 14-18=0/2183, 13-14=-376/1198, 12-13=-340/1166, 24-26=-272/732, 22-24=-1399/15, 19-22=-2002/0, 17-19=-2002/0, 16-17=-1784/0, 15-16=-1044/264 WEBS 4-26=0/799, 13-15=0/270, 9-15=0/742, 5-30=-1300/0, 30-31=-1296/0, 8-31=-1298/0, 11-15=0/1046, 2-28=-1863/0, 24-25=-751/0, 22-23=-437/0, 19-20=-250/0, 17-18=-299/29, 14-16=-599/0, 25-26=0/2060, 14-15=0/1652, 23-24=0/1401, 16-18=0/999, 20-22=-50/766, 17-20=-202/293, 2-26=0/1146, 26-28=-181/1119, 12-15=-944/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-6-7, Exterior(2E) 13-6-7 to 16-11-7, Exterior(2R) 16-11-7 to 21-2-5, Interior(1) 21-2-5 to 29-7-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-30, 30-31, 8-31 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 24-26, 22-24, 19-22, 17-19, 16-17, 15-16 9) Refer to girder(s) for truss to truss connections. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 January 25,2022 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. Job 22010130-A Truss R5 Truss Type ATTIC Qty 6 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869981 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:59 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Izwdtr6MPD2tW_p1Uf6PIxHf3neuXB1SIZUgeSzruGs NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss J61 Truss Type Half Hip Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869982 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:35 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-?LTYrdqI2r0HeIzQ4dgmKtIjP6XvvX_wnqgPprzruHE Scale = 1:17.8 1 2 3 4 5 9 8 7 63x5 4x5 2x4 2x4 2x4 2x4 2x4 2x4 3x6 Special NAILED Special NAILED 0-10-80-10-8 2-10-82-0-0 6-8-123-10-4 2-10-8 2-10-8 6-8-12 3-10-4 0-6-82-3-112-5-82-3-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.57 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.14 0.16 (loc) 7-8 7-8 5 l/defl >675 >471 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-3-8, 5=Mechanical Max Horz 9=54(LC 9) Max Uplift 6=-9(LC 7), 9=-37(LC 10), 5=-39(LC 7) Max Grav 6=80(LC 1), 9=308(LC 2), 5=134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 6, 37 lb uplift at joint 9 and 39 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 76 lb up at 2-10-8 on top chord, and 8 lb down and 12 lb up at 2-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-5=-61, 6-10=-20 Continued on page 2 January 25,2022 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. Job 22010130-A Truss J61 Truss Type Half Hip Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869982 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:35 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-?LTYrdqI2r0HeIzQ4dgmKtIjP6XvvX_wnqgPprzruHE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-2(B) 8=2(B) 7=2(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss J62 Truss Type Half Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869983 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:35 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-?LTYrdqI2r0HeIzQ4dgmKtIka6WfvXswnqgPprzruHE Scale = 1:24.3 1 2 3 4 7 6 5 11 12 13 3x5 4x5 2x4 2x4 2x4 2x4 3x6 0-10-80-10-8 4-10-84-0-0 6-8-121-10-4 4-10-8 4-10-8 6-8-12 1-10-4 0-6-83-7-113-9-83-7-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.58 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.16 0.18 (loc) 6-7 6-7 4 l/defl >663 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8, 4=Mechanical Max Horz 7=92(LC 13) Max Uplift 5=-11(LC 11), 4=-15(LC 10) Max Grav 5=164(LC 2), 7=312(LC 2), 4=52(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8, Exterior(2E) 4-10-8 to 6-7-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 5 and 15 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. January 25,2022 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. Job 22010130-A Truss J63 Truss Type Jack-Open Qty 10 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869984 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:36 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-TY1x2zqwp887GRYceKB?s5qsFWwbe_z3?UQyLHzruHD Scale = 1:29.8 1 2 3 6 5 4 10 11 3x5 2x4 2x4 2x4 2x4 0-10-80-10-8 6-8-125-10-4 6-8-12 6-8-12 0-6-85-0-54-7-25-0-58.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.28 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.09 -0.06 (loc) 5-6 5-6 3 l/defl >999 >711 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 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)6=0-3-8, 5=Mechanical, 3=Mechanical Max Horz 6=128(LC 14) Max Uplift 3=-78(LC 14) Max Grav 6=313(LC 2), 5=112(LC 5), 3=157(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-368/257 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3. 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. January 25,2022 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. Job 22010130-A Truss J63T Truss Type Jack-Open Qty 5 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869985 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:37 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-xkbJGJrYaSG_tb7pB2iEPIN_ewIrNREDE89WujzruHC Scale = 1:31.3 1 2 3 8 7 6 12 4 5 3x5 2x4 2x4 2x4 2x4 2x4 0-10-80-10-8 3-0-82-2-0 6-8-123-8-4 3-0-8 3-0-8 6-8-12 3-8-4 0-6-85-0-54-0-54-7-21-0-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.22 0.12 (loc) 7 7 5 l/defl >381 >313 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 8=0-3-8 Max Horz 8=128(LC 14) Max Uplift 4=-91(LC 14) Max Grav 4=190(LC 25), 5=75(LC 5), 8=315(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-362/160 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 2-9-12, Interior(1) 2-9-12 to 6-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 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. January 25,2022 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. Job 22010130-A Truss JA Truss Type Jack-Open Qty 4 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869986 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:38 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Pw9hTfsBLmOrVli?llETyWwIjKgl6uyMTov3Q9zruHB Scale = 1:15.3 1 2 5 3 43x5 2x4 2x4 0-10-80-10-8 2-10-82-0-0 2-10-8 2-10-8 0-6-82-5-82-0-52-5-88.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.05 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-3-8 Max Horz 5=54(LC 14) Max Uplift 3=-33(LC 14), 4=-5(LC 14) Max Grav 3=45(LC 25), 4=25(LC 5), 5=177(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3 and 5 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. January 25,2022 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. Job 22010130-A Truss CR1 Truss Type Jack-Open Qty 3 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869987 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:26 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-mdR9yYjfA4uY3vnh2E0fS_QDlUaiITobiw?R?szruHN Scale = 1:14.9 1 2 5 3 43x5 2x4 2x4 1-2-21-2-2 1-4-90-2-8 3-11-52-6-11 3-11-5 3-11-5 0-6-82-4-132-0-32-4-135.66 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-4-15 Max Horz 5=52(LC 16) Max Uplift 3=-31(LC 16) Max Grav 3=70(LC 22), 4=36(LC 7), 5=288(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss M2GRB Truss Type Monopitch Girder Qty 1 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869988 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:38 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Pw9hTfsBLmOrVli?llETyWwGFKdc6rcMTov3Q9zruHB Scale = 1:17.7 1 2 3 4 6 5111213 3x8 3x5 2x4 3x8 4x5 4x6 HUS26 HUS26 HUS26 0-0-120-0-12 2-4-72-3-11 5-6-153-2-7 2-4-7 2-4-7 5-6-15 3-2-7 0-10-122-7-93.73 12 Plate Offsets (X,Y)-- [1:0-4-8,0-0-5] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.25 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-7, 5=Mechanical Max Horz 1=63(LC 11) Max Grav 1=2293(LC 3), 5=2563(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2674/0 BOT CHORD 1-6=0/2502, 5-6=0/2502 WEBS 3-6=0/1873, 3-5=-2703/0 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 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) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-10-15 from the left end to 2-10-15 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 4-10-15 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 January 25,2022 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. Job 22010130-A Truss M2GRB Truss Type Monopitch Girder Qty 1 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869988 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:39 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-u7j3h?tp63Wi7vHBJSliUjSR?jzrrIsViRedyczruHA LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 5-7=-20 Concentrated Loads (lb) Vert: 11=-1216(B) 12=-1215(B) 13=-1307(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss M4 Truss Type Jack-Open Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869989 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:39 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-u7j3h?tp63Wi7vHBJSliUjSRwj?5rLRViRedyczruHA Scale = 1:12.8 1 9 2 33x5 3x8 1-2-21-2-2 1-4-90-2-8 4-9-123-5-3 4-9-12 4-9-12 0-6-32-0-23.73 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0], [1:0-1-8,1-1-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-4-15 Max Horz 1=42(LC 12) Max Uplift 2=-27(LC 12), 1=-4(LC 12) Max Grav 2=104(LC 22), 3=60(LC 7), 1=293(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 4-2-15, Exterior(2R) 4-2-15 to 4-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 2 and 4 lb uplift at joint 1. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss M5 Truss Type Monopitch Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869990 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:40 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-MJHRuLtRtNeZl3sOtAGx1x?d37M7aohfw5OAU2zruH9 Scale = 1:9.7 1 2 3 2x4 2x4 3x5 3x8 1-2-21-2-2 1-4-90-2-8 2-9-121-5-3 2-9-12 2-9-12 0-6-31-4-103.73 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0], [1:0-1-8,1-1-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 1=0-4-15 Max Horz 1=30(LC 15) Max Uplift 3=-10(LC 13), 1=-7(LC 12) Max Grav 3=25(LC 22), 1=208(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3 and 7 lb uplift at joint 1. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss PB1 Truss Type Piggyback Qty 11 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869991 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:41 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-qVrq6hu3ehmQMDRaQtnAZ8YoTXiTJFwo9l7j1UzruH8 Scale = 1:9.2 1 2 3 4 5 3x6 2x4 2x4 3-4-153-4-15 1-8-8 1-8-8 3-4-15 1-8-8 0-4-131-5-10-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-3-0,Edge], [4:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-1-8, 4=2-1-8 Max Horz 2=22(LC 13) Max Uplift 2=-5(LC 14), 4=-5(LC 15) Max Grav 2=109(LC 2), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 2 and 5 lb uplift at joint 4. 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. January 25,2022 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. Job 22010130-A Truss PB1GR Truss Type PIGGYBACK Qty 3 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869992 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:42 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-IiOCJ1vhP_vH_M0m_bIP6M4zNx1J2i9yOPtHZxzruH7 Scale = 1:9.2 1 2 3 45 6 4x5 2x4 2x4 2x4 3-4-153-4-15 3-4-15 3-4-15 0-4-131-5-10-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=2-1-8, 4=2-1-8, 6=2-1-8 Max Horz 2=22(LC 13) Max Uplift 2=-10(LC 14), 4=-14(LC 15) Max Grav 2=71(LC 2), 4=71(LC 2), 6=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 2 and 14 lb uplift at joint 4. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 25,2022 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. Job 22010130-A Truss D3G Truss Type Hip Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869993 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:30 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-eOgfowm9EIO_YW5TH34bdqapM5nkEFhBdYze8dzruHJ Scale = 1:26.9 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 24 25 26 5x8 5x8 2x4 3x8 2x4 2x4 3x8 3x8 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-10-80-10-8 4-3-03-4-8 7-7-83-4-8 11-0-03-4-8 14-4-83-4-8 15-3-00-10-8 4-3-0 4-3-0 7-7-8 3-4-8 11-0-0 3-4-8 15-3-0 4-3-0 0-6-83-2-113-4-80-6-83-2-118.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [7:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.69 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 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)12=0-3-8, 8=0-3-8 Max Horz 12=51(LC 7) Max Uplift 12=-125(LC 10), 8=-120(LC 11) Max Grav 12=767(LC 2), 8=760(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-541/126, 2-3=-710/143, 3-4=-800/154, 4-5=-800/154, 5-6=-703/138, 6-7=-534/115 BOT CHORD 1-12=-94/519, 11-12=-125/519, 10-11=-126/520, 9-10=-85/514, 8-9=-83/513, 7-8=-83/513 WEBS 3-10=-82/387, 4-10=-331/140, 5-10=-94/399, 2-12=-333/99, 6-8=-331/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 12 and 120 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 11) 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 Continued on page 2 January 25,2022 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. Job 22010130-A Truss D3G Truss Type Hip Girder Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869993 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:30 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-eOgfowm9EIO_YW5TH34bdqapM5nkEFhBdYze8dzruHJ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-5=-61, 5-7=-51, 13-16=-20 Concentrated Loads (lb) Vert: 3=-13(B) 11=-11(B) 19=-8(B) 20=-8(B) 21=-10(B) 22=-90(B) 23=-11(B) 24=-11(B) 25=-11(B) 26=-90(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss D2 Truss Type Hip Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869994 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:28 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-i?YvNEkvih8GIDx4Af27YPVUWI9cmNjuAEUX3kzruHL Scale = 1:29.4 1 2 3 4 5 6 10 9 8 7 17 18 19 20 4x8 4x8 2x4 2x4 3x8 3x8 2x4 2x4 2x4 2x4 0-10-80-10-8 6-3-05-4-8 9-0-02-9-0 14-4-85-4-8 15-3-00-10-8 6-3-0 6-3-0 9-0-0 2-9-0 15-3-0 6-3-0 0-6-84-6-114-8-80-6-84-6-118.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9], [6:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.48 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.01 (loc) 7-8 8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 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)10=0-3-8, 7=0-3-8 Max Horz 10=75(LC 11) Max Grav 10=671(LC 3), 7=671(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-429/0, 2-3=-613/45, 3-4=-431/67, 4-5=-613/52, 5-6=-429/0 BOT CHORD 1-10=0/442, 9-10=0/441, 8-9=0/437, 7-8=0/442, 6-7=0/442 WEBS 2-10=-499/215, 5-7=-499/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-3-0, Exterior(2E) 6-3-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 15-3-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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. January 25,2022 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. Job 22010130-A Truss D1GR Truss Type Common Girder Qty 1 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869995 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:27 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Ep_X9ujHxN0Ph3MucxXu?BzEPun91pPkxak_XIzruHM Scale = 1:34.7 1 2 3 4 5 6 8 7181920216x12 3x5 8x10 2x4 5x8 6x8 2x4 5x6 6x12 HUS26 HUS26 HUS26 HUS26 4-5-14-5-1 9-0-154-7-14 13-6-04-5-1 14-4-80-10-8 2-5-4 2-5-4 6-9-0 4-3-12 11-0-12 4-3-12 14-4-8 3-3-12 1-1-85-7-80-6-88.00 12 Plate Offsets (X,Y)-- [6:0-2-5,Edge], [6:0-1-9,0-2-1], [7:0-4-0,0-3-12], [8:0-4-12,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.62 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SPF No.2 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 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 Horz 1=-92(LC 31) Max Grav 1=4636(LC 3), 6=3025(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5088/0, 3-4=-5099/0, 4-5=-4159/0, 5-6=-4169/0 BOT CHORD 1-8=0/3966, 7-8=0/2790, 6-7=0/3157 WEBS 3-8=-99/509, 4-8=0/3691, 4-7=-344/1647, 5-7=-113/557 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) This truss 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) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 1-7-0 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-7-0 from the left end to 5-7-0 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss) or equivalent at 7-7-0 from the left end to connect truss(es) to front face of bottom chord. Continued on page 2 January 25,2022 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. Job 22010130-A Truss D1GR Truss Type Common Girder Qty 1 Ply 2 5 Loprete-Roof Trusses Job Reference (optional) I49869995 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:28 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-i?YvNEkvih8GIDx4Af27YPVP8I7OmGeuAEUX3kzruHL NOTES- 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-6=-51, 9-13=-20 Concentrated Loads (lb) Vert: 18=-1230(F) 19=-1239(F) 20=-1259(F) 21=-2234(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss J42 Truss Type Jack-Open Qty 4 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869996 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:34 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-X9wAeHpgHXuQ08PEWv9XnglbjjIxA4pmYAxsHOzruHF Scale = 1:19.8 1 2 5 9 3 4 3x5 2x4 2x4 0-10-80-10-8 4-3-03-4-8 4-3-0 4-3-0 0-6-83-4-82-11-53-4-88.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-3-8 Max Horz 5=80(LC 14) Max Uplift 3=-49(LC 14) Max Grav 3=87(LC 25), 4=55(LC 5), 5=221(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-2-4 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3. 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. January 25,2022 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. Job 22010130-A Truss R01GE Truss Type GABLE Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869997 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:45 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-iG4Kx2xaivHsrqkLfjs6k_iSh82jF1SO4N5xAFzruH4 Scale = 1:71.0 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 3x6 3x8 5x6 4x5 4x5 3-2-0 30-1-1230-1-12 14-5-0 14-5-0 17-10-0 3-4-15 30-1-12 12-3-12 0-6-1212-6-152-3-1312-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-2-12,Edge], [9:0-3-0,0-1-12], [10:0-3-0,0-1-12], [25:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.09 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 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.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 6-27, 10-24, 12-23, 13-22 REACTIONS.All bearings 30-1-12. (lb) - Max Horz 1=221(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19 except 1=-139(LC 10) Max Grav All reactions 250 lb or less at joint(s) 18, 1, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19 except 25=377(LC 28), 31=266(LC 25), 24=362(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/275, 5-6=-185/276, 6-8=-168/313, 8-9=-199/347, 9-10=-161/273, 10-12=-199/334, 12-13=-165/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 14-5-0, Corner(3R) 14-5-0 to 17-5-0, Exterior(2N) 17-5-0 to 17-10-0, Corner(3R) 17-10-0 to 20-10-0, Exterior(2N) 20-10-0 to 30-0-0 zone; cantilever left exposed ; end vertical left exposed; porch left 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19 except (jt=lb) 1=139. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 January 25,2022 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. Job 22010130-A Truss R01GE Truss Type GABLE Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869997 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:45 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-iG4Kx2xaivHsrqkLfjs6k_iSh82jF1SO4N5xAFzruH4 NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22010130-A Truss P01GE Truss Type Piggyback Qty 2 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869998 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:41 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-qVrq6hu3ehmQMDRaQtnAZ8YoTXiTJFwo9l7j1UzruH8 Scale = 1:9.2 1 2 3 4 5 3x6 2x4 2x4 3-4-153-4-15 1-8-8 1-8-8 3-4-15 1-8-8 0-4-131-5-10-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-3-0,Edge], [4:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-1-8, 4=2-1-8 Max Horz 2=-22(LC 12) Max Uplift 2=-5(LC 14), 4=-5(LC 15) Max Grav 2=109(LC 2), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 2 and 5 lb uplift at joint 4. 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. January 25,2022 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. Job 22010130-A Truss R01 Truss Type GABLE Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49869999 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:43 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-muyaWMwJAI18cWbzYIpefZd1xLFAn3_5c3cq5NzruH6 Scale = 1:47.4 1 2 3 4 5 6 7 12 11 10 9 8 33 34 35 36 37 4x5 8x10 4x5 4x6 3x5 4x5 3x5 4x5 1-6-0 1-1-0 1-1-0 1-2-8 0-1-8 9-11-0 8-8-8 10-8-0 0-9-0 11-5-0 0-9-0 20-1-8 8-8-8 20-3-0 0-1-8 21-4-0 1-1-0 5-4-14 5-4-14 9-11-0 4-6-2 10-8-0 0-9-0 11-5-0 0-9-0 15-11-2 4-6-2 21-4-0 5-4-14 0-6-87-7-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-14], [4:Edge,0-3-8], [7:Edge,0-0-14], [11:0-2-4,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.54 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.24 0.02 (loc) 10-12 8-9 8 l/defl >999 >983 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 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)12=0-3-0, 8=0-3-0 Max Horz 12=131(LC 11) Max Uplift 12=-3(LC 14), 8=-3(LC 15) Max Grav 12=853(LC 2), 8=853(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-340/254, 2-3=-756/399, 3-4=-486/305, 4-5=-486/305, 5-6=-756/399, 6-7=-340/254 BOT CHORD 1-12=-158/259, 10-12=-271/691, 9-10=-201/548, 8-9=-264/691, 7-8=-158/259 WEBS 2-12=-732/150, 6-8=-732/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 21-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 12 and 3 lb uplift at joint 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 25,2022 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. Job 22010130-A Truss R02GE Truss Type GABLE Qty 1 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49870000 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:46 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-ATej9OyCSDPjT_JXDQNLGCFdQYOR_UxXJ1rUiizruH3 Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 2827 26 25 24 23 22 21 20 19 36 3x5 3x5 3x6 3x6 3x5 3x5 3x6 4x5 4x5 3-2-0 29-10-829-10-8 13-6-8 13-6-8 16-11-8 3-4-15 29-10-8 12-11-1 1-3-812-6-151-9-1212-6-1510.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-1-12], [10:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-28, 8-29, 6-30, 10-26, 11-25, 13-24 REACTIONS.All bearings 29-10-8. (lb) - Max Horz 35=-223(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except 35=-213(LC 12), 19=-220(LC 13), 34=-175(LC 14), 20=-205(LC 15) Max Grav All reactions 250 lb or less at joint(s) 19, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except 35=254(LC 11), 28=351(LC 28), 34=292(LC 25), 26=336(LC 28), 20=278(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-169/268, 8-9=-201/325, 9-10=-159/267, 10-11=-201/325, 11-13=-169/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 13-6-8, Corner(3R) 13-6-8 to 16-6-8, Exterior(2N) 16-6-8 to 16-11-8, Corner(3R) 16-11-8 to 19-11-8, Exterior(2N) 19-11-8 to 29-8-12 zone; cantilever left exposed ; end vertical left exposed; porch left 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except (jt=lb) 35=213, 19=220, 34=175, 20=205. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 25,2022 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. Job 22010130-A Truss J41 Truss Type Half Hip Girder Qty 2 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49870001 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:33 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-3zMoQyo2WDmZP_q2yCeIFSCRzJxDRdddJWBIkyzruHG Scale = 1:15.1 1 2 3 4 7 6 5 4x5 2x4 2x4 2x4 3x8 2x4 2x4 Special Special 0-10-80-10-8 2-10-82-0-0 4-3-01-4-8 2-10-8 2-10-8 4-3-0 1-4-8 0-6-82-5-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-2-8,0-1-13] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.05 0.13 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=59(LC 13) Max Uplift 5=-49(LC 11), 7=-15(LC 14) Max Grav 5=110(LC 29), 7=217(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 5 and 15 lb uplift at joint 7. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 128 lb up at 2-10-8 on top chord, and 10 lb down and 12 lb up at 2-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 January 25,2022 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. Job 22010130-A Truss J41 Truss Type Half Hip Girder Qty 2 Ply 1 5 Loprete-Roof Trusses Job Reference (optional) I49870001 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 25 07:01:33 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-3zMoQyo2WDmZP_q2yCeIFSCRzJxDRdddJWBIkyzruHG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-51, 3-4=-61, 5-8=-20 Concentrated Loads (lb) Vert: 3=-6(F) 6=2(F) 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