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HomeMy WebLinkAboutENGINEER ROOF TRUSS DESIGN FIX - 1143 Castle Pine Rd - New SFRMiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 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 Snake River. March 29,2022 Hernandez, Marcos Pages or sheets covered by this seal: R70246655 thru R70246722 My license renewal date for the state of Idaho is January 31, 2024. Idaho COA: 853 J1673-21 T Webb / Wells Residence 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. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =4x6 =2x4 =6x8 =5x8 =5x6 =4x8 =5x6 =4x4 =4x4 =6x8 =5x6 =8x10 =2x4 =3x8 =8x10 =5x6 =6x8 =4x4 =4x4 =5x6 =5x6 =MT20HS 7x10 =2x4 =7x8 =4x6 =6x8 =4x6 =MT18HS 3x8 18 1747 16 1 29 37 28 38 3927 2640 25 41 24 42 23 4322 2144 45 2046 19 153036142 133 12451131 6 10 32 35 7 934338 0-0-4 36-11-8 1-9-12 1-9-12 1-4-8 45-0-0 3-0-0 36-11-4 3-0-0 11-0-12 3-2-1 4-11-13 3-0-15 8-0-12 3-2-2 40 -1-10 3-8-7 33-11-4 3-8-7 14-9-3 4-0-6 22-6-0 4-0-6 26-6-6 3-8-7 30-2-13 3-8-7 18-5-10 3-5-14 43 -7-8 0-2-8 43 -7-8 0-2-12 1-9-12 1-7-0 1-7-0 2-10-8 36-11-8 3-2-2 40 -1-10 3-3-6 43-5-0 3-10 -3 34-1-0 3-10 -3 18-7-6 3-10-3 30 -2-13 3-10-10 26-4-10 3-10 -10 22 -6-0 6-4-12 8-2-8 6-6-11 14-9-310-3-70-6-103-2-142-0-00-0-22-0-04-6-146-6-143-8-910-3-7Scale = 1:82.3 Plate Offsets (X, Y): [3:0-3-8,0-2-0], [4:0-4-0,0-2-8], [5:0-3-0,0-3-0], [6:0-1-8,0-2-0], [7:0-4-0,0-2-8], [9:0-4-0,0-2-8], [10:0-1-8,0-2-0], [11:0-3-0,0-3-0], [12:0-6-12,0-1-12], [13:0-3-0,0-1-8], [14:0-3-0,0-1-8], [16:Edge,0-3-8], [17:0-4-0,0-2-4], [19:0-5-12,0-3-12], [21:0-1-12,0-2-0], [23:0-5-0,0-4-12], [25:0-5-0,0-4-12], [27:0-1-12,0-2-0], [29:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.45 23-24 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.59 23-24 >841 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(CT)0.28 16 n/a n/a MT18HS 220/195 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.41 23-24 >999 240 BCDL 7.0 Weight: 654 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E *Except* 12-18:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 20-12,17-19,19-13,17-14,28-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 4-5, 7-9, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)16=6094/0-5-8, 29=6092/0-5-8 Max Horiz 29=337 (LC 9) Max Uplift 16=-3360 (LC 10), 29=-3193 (LC 10) Max Grav 16=6654 (LC 37), 29=6629 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-581/401, 2-3=-701/477, 3-4=-9603/4897, 4-5=-8658/4479, 5-6=-11499/6114, 6-7=-9630/5316, 7-8=-8554/4812, 8-9=-8655/4859, 9-10=-9733/5361, 10-11=-11545/6127, 11-12=-11988/6252, 12-13=-9935/5101, 13-14=-5055/2654, 14-15=0/109, 14-16=-6529/3264 BOT CHORD 1-29=-358/547, 28-29=-3452/7004, 27-28=-5821/11418, 25-27=-5223/10157, 24-25=-4775/8783, 23-24=-4775/8783, 21-23=-5283/10273, 20-21=-6142/12101, 19-20=-4437/8835, 18-19=-29/58, 12-19=-636/222, 17-18=-48/138, 16-17=-49/57 WEBS 4-28=-2101/3956, 5-27=-1907/903, 6-27=-1290/2683, 6-25=-3118/1384, 7-25=-2277/3916, 8-25=-922/560, 8-24=-843/781, 8-23=-754/460, 9-23=-2282/3942, 10-23=-3147/1408, 10-21=-1418/2849, 11-21=-2763/1299, 11-20=-3247/1790, 12-20=-2908/5581, 17-19=-2611/5137, 13-19=-2808/5726, 13-17=-6332/2959, 2-29=-597/176, 14-17=-2960/5783, 3-29=-8535/4078, 3-28=-1047/2095, 5-28=-4911/2691 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 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3360 lb uplift at joint 16 and 3193 lb uplift at joint 29. 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. Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246655A01Roof Special Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:12 Page: 1 ID:MWlYJXHSL?8dbya_kKmh1Gzp6gU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 409 lb down and 243 lb up at 12-5-4 on top chord, and 349 lb down and 238 lb up at 4-3-12, 1225 lb down and 487 lb up at 10-5-4, 430 lb down and 243 lb up at 14-5-4, 462 lb down and 253 lb up at 16-5-4, 472 lb down and 269 lb up at 18-5-4, 306 lb down and 303 lb up at 20-5-4, 613 lb down and 606 lb up at 22-5-4, 306 lb down and 303 lb up at 24-6-12, 472 lb down and 269 lb up at 26-6-12, 462 lb down and 253 lb up at 28-6-12, 430 lb down and 243 lb up at 30-6-12, 430 lb down and 235 lb up at 32-6-12, and 1225 lb down and 487 lb up at 34-6-12, and 521 lb down and 469 lb up at 40-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 5-7=-84, 7-9=-84, 9-11=-84, 11-12=-84, 12-14=-84, 14-15=-84, 1-19=-14, 16-18=-14 Concentrated Loads (lb) Vert: 25=-472 (F), 24=-523 (F), 23=-472 (F), 31=-360 (F), 37=-349 (F), 38=-1225 (F), 39=-430 (F), 40=-462 (F), 41=-262 (F), 42=-262 (F), 43=-462 (F), 44=-430 (F), 45=-430 (F), 46=-1225 (F), 47=-428 (F) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246655A01Roof Special Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:12 Page: 2 ID:MWlYJXHSL?8dbya_kKmh1Gzp6gU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =4x4 =MT20HS 7x10 =4x6 =5x6 =3x8 =5x6 =4x6 =5x6 =3x8 =3x4 =3x8 =5x6 =4x6 =5x6 =4x4 =5x6 =6x12 =2x4 =2x4 =4x4 =4x8 =4x6 =MT18HS 3x8 16 451546 14 24 3738 23 39 40 41 22 21 42 43 2019 18 44 17 13 121 362535113426272 10 43 9833 28 32 5 72930316 1-4-8 43 -7-8 3-0-0 12-8-4 3-0-0 32-6-12 3-2-4 38-11-0 3-2-0 35-8-12 4-0-6 21 -1-8 4-0-6 25-1-14 4-4-14 29 -6-12 4-4-14 17-1-2 4-11-11 4-11-11 4-8-9 9-8-4 3-4-0 42-3-0 0-2-8 42-3-0 0-2-8 0-2-8 3-1-8 42 -0-8 3-4-0 38-11-0 4-8-6 29-8-8 5-10-8 35 -7-0 7-4-14 17-2-14 7-9-4 25-0-2 9-7-8 9-10-010-3-71-2-143-2-142-0-02-0-06-1-08-1-02-2-710-3-7Scale = 1:80.1 Plate Offsets (X, Y):[2:0-2-8,0-1-12], [3:0-3-0,0-2-0], [5:0-4-0,0-2-8], [7:0-4-0,0-2-8], [9:0-3-0,0-2-0], [11:0-2-0,0-1-8], [12:0-3-0,0-1-12], [15:0-2-0,0-1-8], [17:0-4-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.39 20-21 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.55 20-21 >918 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.25 14 n/a n/a MT20HS 165/146 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.53 23-24 >946 240 BCDL 7.0 Weight: 274 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 10-16:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-0 max.): 3-4, 5-7, 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 5-21, 6-21, 6-20, 7-20, 8-20, 2-24 REACTIONS (lb/size)14=2192/0-5-8, 24=2053/0-5-8 Max Horiz 24=335 (LC 13) Max Uplift 14=-850 (LC 14), 24=-785 (LC 14) Max Grav 14=2775 (LC 41), 24=2539 (LC 41) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-433/415, 2-3=-3503/2603, 3-4=-3004/2391, 4-5=-3268/2571, 5-6=-2819/2356, 6-7=-2813/2358, 7-8=-3263/2572, 8-9=-3429/2727, 9-10=-3577/2654, 10-11=-3544/2559, 11-12=-1872/1315, 12-13=0/109, 1-24=-440/253, 12-14=-2745/1694 BOT CHORD 23-24=-2229/3104, 21-23=-2733/3456, 20-21=-2307/2857, 18-20=-2721/3452, 17-18=-2257/2931, 16-17=-78/49, 10-17=-502/143, 15-16=0/82, 14-15=-41/38 WEBS 2-23=-298/340, 3-23=-1046/1174, 4-23=-1155/745, 4-21=-1059/740, 5-21=-1012/1070, 6-21=-494/200, 6-20=-501/190, 7-20=-1012/1063, 8-20=-1062/790, 8-18=-1030/634, 2-24=-3495/2102, 9-18=-1011/1241, 9-17=-233/453, 12-15=-1451/2144, 11-15=-2405/1513, 15-17=-1355/1810, 11-17=-1400/1949 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-4-7, Interior (1) 4-4-7 to 9-8-4, Exterior(2E) 9-8-4 to 12-8-4, Interior (1) 12-8-4 to 17-1-2, Exterior(2R) 17-1-2 to 23-0-13, Interior (1) 23-0-13 to 25-1-14, Exterior(2E) 25-1-14 to 29-6-12, Interior (1) 29-6-12 to 32-6-12, Exterior(2R) 32-6-12 to 38-6-7, Interior (1) 38-6-7 to 43-8-5 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 850 lb uplift at joint 14 and 785 lb uplift at joint 24. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246656A02Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:16 Page: 1 ID:EH_39vLyODe34aumzArdB6zp6gQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =4x12 =MT18HS 3x8 =5x14 =2x4 =3x4 =M18AHS 8x14 =MT18HS 10x16 =5x6 =5x6 =4x8 =3x4 =6x12 =2x4 =2x4 =5x6 =5x8 =5x8 =3x8 =5x6 =3x6 =3x4 =3x6 =5x6 =MT18HS 3x8 20 42 19 18 17 43 16 44 15 25 2141 14 37 131 24 40 26 36 38 22 35 39 27 23 3421228 3 54 1110 96293031732338 0-9-2 25-1-14 1-4-14 26-6-12 1-4-14 17 -1-2 1-4-8 43-7-8 3-0-0 15 -8-4 3-0-0 29-6-12 3-0-4 12-8-4 3-7-13 24-4-12 3-7-13 20-8-15 3-11-0 9-8-0 5-9-0 5-9-0 6-2-6 35 -9-2 6-5-14 42-3-0 0-2-8 0-2-8 0-2-8 42-3-0 0-3-0 0-5-8 0-5-8 0-11-0 2-5-8 26-8-8 2-8-8 29-5-0 4-7-14 17-2-14 4-10 -0 5-9-0 6-3-6 42-0-8 6-4-2 35 -9-2 6-10-0 12 -7-0 7-0-2 24-3-010-3-71-8-143-2-141-6-08-1-09-7-00-8-710-3-71-6-01-6-03-10-115-4-11Scale = 1:85.3 Plate Offsets (X, Y): [4:1-1-8,0-2-4], [5:0-3-0,0-3-0], [6:0-4-0,0-2-8], [7:0-1-12,0-1-8], [9:0-4-0,0-2-8], [10:0-5-4,0-2-8], [11:0-4-0,0-2-8], [13:0-3-0,0-1-12], [16:0-1-12,0-1-8], [19:0-2-8,0-1-8], [21:0-4-2,0-2-13], [22:0-1-14,0-2-0], [23:0-7-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.50 22-23 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.70 21-22 >722 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.48 15 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.43 21-22 >999 240 BCDL 7.0 Weight: 307 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 1-4:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 8-20:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 19-21,24-1,15-13,16-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 25-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-6 max.): 4-5, 6-9, 10-11. BOT CHORD Rigid ceiling directly applied or 3-7-6 oc bracing. Except: 1 Row at midpt 8-21 WEBS 1 Row at midpt 5-22, 9-21, 9-19, 10-19, 10-18, 12-18, 7-21 REACTIONS (lb/size)15=2188/0-5-8, 25=2049/0-5-8 Max Horiz 25=322 (LC 13) Max Uplift 15=-848 (LC 14), 25=-785 (LC 14) Max Grav 15=2770 (LC 41), 25=2531 (LC 41) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5114/2676, 2-3=-5092/2764, 3-4=-5725/3379, 4-5=-4965/3007, 5-6=-4022/2562, 6-7=-3662/2352, 7-8=-2680/1845, 8-9=-2670/1839, 9-10=-2564/1831, 10-11=-2108/1561, 11-12=-2576/1685, 12-13=-2610/1577, 13-14=0/109, 1-25=-2540/1229, 13-15=-2725/1448 BOT CHORD 24-25=-327/294, 23-24=-2825/5333, 22-23=-2567/4566, 21-22=-1955/3432, 20-21=-44/25, 8-21=-143/225, 19-20=-11/80, 18-19=-1436/2311, 16-18=-1302/2166, 15-16=-60/71 WEBS 2-24=-744/176, 4-23=-1408/2224, 5-23=-454/1213, 5-22=-2790/1543, 6-22=-1019/1443, 19-21=-1902/3001, 9-21=-1113/2119, 9-19=-1365/569, 10-19=-669/484, 10-18=-980/386, 11-18=-610/725, 12-18=-216/438, 12-16=-901/230, 1-24=-2253/4247, 13-16=-1376/2320, 3-23=-175/557, 3-24=-1463/596, 7-21=-1471/620, 7-22=-530/1048 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-15, Interior (1) 7-8-15 to 15-11-12, Exterior(2E) 15-11-12 to 18-11-12, Interior (1) 18-11-12 to 20-4-10, Exterior(2R) 20-4-10 to 26-4-5, Interior (1) 26-4-5 to 28-5-6, Exterior(2E) 28-5-6 to 29-10-4, Interior (1) 29-10-4 to 32-10-4, Exterior(2R) 32-10-4 to 39-0-10, Interior (1) 39-0-10 to 46-11-13 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 25 and 848 lb uplift at joint 15. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246657A03Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:17 Page: 1 ID:fsgBnwNrh80ex1cKfIOKplzp6gN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =MT18HS 3x8 =4x12 =5x14 =2x4 =5x6 =M18AHS 8x14 =4x6 =5x6 =4x8 =3x4 =6x12 =2x4 =2x4 =4x8 =5x14 =5x8 =3x6 =3x4 =3x6 =MT20HS 7x10=4x4 17 16 36 15 37 3814 39 40 41 42 13 22 18 12 353234 111 21 19 31 33 23 30 20 2 10 3 29 94 5 24 25 6 26 27 728 8 2-2-0 26-6-12 1-4-8 43-7-8 3-0-12 12-8-12 2-11-8 15-8-4 3-6-2 30 -0-14 4-3-6 19 -11-10 3-11-0 9-8-0 4-5-2 24-4-12 5-9-0 5-9-0 5-11-13 36-0-11 6-2-5 42-3-0 0-2-8 42-3-0 0-2-8 0-2-8 0-3-0 0-5-8 0-5-8 0-11-0 2-2-0 26-5-0 3-3-0 15 -10 -0 4-10 -0 5-9-0 6-8-4 33-1-4 6-10-0 12 -7-0 8-11-4 42-0-8 8-5-0 24-3-011-1-01-8-143-2-141-6-09-7-01-6-01-6-03-10-115-4-11Scale = 1:86.3 Plate Offsets (X, Y): [3:0-3-0,0-3-0], [4:0-1-12,0-1-8], [5:0-3-0,0-2-0], [6:0-1-12,0-1-8], [8:1-0-0,0-2-8], [9:0-4-0,0-3-0], [11:0-3-2,Edge], [16:0-3-0,0-1-12], [18:0-3-15,0-2-15], [19:0-1-6,0-2-0], [20:0-7-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.57 20 >876 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.79 18-19 >635 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.56 13 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.47 18-19 >999 240 MT20HS 165/146 BCDL 7.0 Weight: 287 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 3-1:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 7-17:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 21-1,4-20,16-18,13-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 22-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 4-19, 6-18, 8-18, 8-16, 9-16, 9-14 WEBS 2 Rows at 1/3 pts 10-13 REACTIONS (lb/size)13=2188/0-5-8, 22=2049/0-5-8 Max Horiz 22=339 (LC 13) Max Uplift 13=-848 (LC 14), 22=-785 (LC 14) Max Grav 13=2847 (LC 33), 22=2706 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5516/2575, 2-4=-6205/3213, 4-5=-4068/2311, 5-6=-3584/2113, 6-7=-2535/1677, 7-8=-2526/1671, 8-10=-2847/1707, 10-11=-286/227, 11-12=0/109, 1-22=-2717/1186, 11-13=-583/256 BOT CHORD 21-22=-345/316, 20-21=-2668/5727, 19-20=-2739/5748, 18-19=-1720/3202, 17-18=-26/20, 7-18=-485/92, 16-17=-49/70, 14-16=-1277/2381, 13-14=-1186/2287 WEBS 1-21=-2159/4602, 2-21=-735/170, 4-20=-1704/3575, 4-19=-3608/1631, 5-19=-931/1484, 6-19=-406/1043, 6-18=-1293/506, 16-18=-1529/2612, 8-18=-1083/2041, 8-16=-1249/410, 10-13=-3108/1547, 3-20=-120/397, 3-21=-1164/537, 9-16=-643/324, 9-14=-307/108, 10-14=-323/514 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-15, Interior (1) 7-8-15 to 18-11-12, Exterior(2R) 18-11-12 to 24-11-7, Interior (1) 24-11-7 to 29-10-4, Exterior(2R) 29-10-4 to 35-9-15, Interior (1) 35-9-15 to 46-11-13 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 22 and 848 lb uplift at joint 13. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246658A04Hip11J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:18 Page: 1 ID:bFoyCcO5DmGMALmjmjRouAzp6gL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412=MT18HS 3x8 =4x12 =5x14 =2x4 =5x6 =MT18HS 10x16 =5x6 =5x8 =5x8 =5x6 =6x12 =2x4 =3x4 =5x8 =3x6 =5x8 =3x6 =MT20HS 7x10=3x4 15 3214 13 12 33 34 35 36 20 1631 11 30 101 19 17 29282122 18 2 9 23 273 8264 24 25 756 0-10-0 24-4-12 1-4-8 43-7-8 3-0-12 12-8-12 3-11-0 9-8-0 4-10-8 23-6-12 5-9-0 5-9-0 5-9-1 30-1-13 5-10 -13 36-0-11 5-11-8 18-8-4 6-2-5 42-3-0 0-2-8 0-2-8 0-2-8 42-3-0 0-3-0 0-5-8 0-5-8 0-11-0 4-10 -0 5-9-0 5-5-0 24-3-0 6-3-0 18-10-0 6-10-0 12-7-0 8-10-4 33-1-4 8-11-4 42 -0-812-7-01-8-143-2-141-6-011-1-01-6-01-6-03-10-115-4-11Scale = 1:89.3 Plate Offsets (X, Y): [1:0-4-8,0-2-0], [3:0-3-0,0-3-0], [4:0-1-12,0-2-0], [5:0-5-8,0-2-4], [6:0-4-0,0-2-8], [8:0-4-0,0-3-4], [9:0-2-12,0-1-8], [10:0-2-4,0-1-8], [13:0-3-6,0-2-4], [16:0-4-1,0-2-5], [17:0-1-6,0-2-8], [18:0-8-0,0-3-11], [19:0-6-2,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.68 18 >735 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.86 18 >587 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.63 12 n/a n/a MT20HS 165/146 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.41 13-15 >999 240 BCDL 7.0 Weight: 281 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 3-5,3-1:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 7-15:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 19-1,4-18,4-17,13-16,12-9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 20-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 6-16, 13-16, 8-16, 8-13, 9-12 WEBS 2 Rows at 1/3 pts 4-17 REACTIONS (lb/size)12=2188/0-5-8, 20=2049/0-5-8 Max Horiz 20=371 (LC 13) Max Uplift 12=-848 (LC 14), 20=-785 (LC 14) Max Grav 12=2992 (LC 33), 20=2857 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6079/2532, 2-4=-7299/3191, 4-5=-3815/1851, 5-6=-3245/1711, 6-7=-3278/1724, 7-9=-3326/1692, 9-10=-219/217, 10-11=0/109, 1-20=-2855/1167, 10-12=-435/252 BOT CHORD 19-20=-379/310, 18-19=-2604/6575, 17-18=-2761/6858, 16-17=-1286/2908, 15-16=-212/127, 7-16=-723/154, 13-15=-90/85, 12-13=-1190/2557 WEBS 1-19=-2120/5191, 2-19=-701/177, 4-18=-1722/4048, 4-17=-4584/1821, 5-17=-659/1109, 6-17=-426/1064, 6-16=-459/693, 13-16=-1278/2924, 8-16=-339/223, 8-13=-745/76, 9-13=-335/462, 9-12=-3529/1566, 3-18=-172/367, 3-19=-1432/529 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-15, Interior (1) 7-8-15 to 21-11-12, Exterior(2E) 21-11-12 to 26-10-4, Exterior(2R) 26-10-4 to 32-9-15, Interior (1) 32-9-15 to 46-11-13 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 20 and 848 lb uplift at joint 12. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246659A05Hip11J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:19 Page: 1 ID:T01S2_SbH_nnfy4U?ZVk30zp6gH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =MT18HS 3x8 =4x12 =4x12 =2x4 =5x6 =MT18HS 10x16 =5x6 =5x8 =5x8 =5x6 =6x12 =2x4 =3x4 =5x8 =3x6 =5x8 =3x6 =MT20HS 7x10=3x4 15 32 14 13 12 33 34 35 36 20 1631 11 30 101 19 17 29282122 18 2 9 23 273 84262425 756 1-1-12 24-4-12 1-4-8 43 -7-8 3-0-12 12 -8-12 4-3-0 23 -3-0 3-11-0 9-8-0 5-9-0 5-9-0 5-8-2 30 -0-14 5-11-13 36-0-11 6-3-4 19-0-0 6-2-5 42-3-0 0-2-8 0-2-8 0-2-8 42-3-0 0-3-0 0-5-8 0-5-8 0-11-0 4-10 -0 5-9-0 5-1-4 24 -3-0 6-6-12 19-1-12 6-10-0 12 -7-0 8-10-4 33 -1-4 8-11-4 42-0-812-8-141-8-143-2-141-6-011-2-141-6-01-6-03-10-115-4-11Scale = 1:90 Plate Offsets (X, Y): [1:0-4-8,0-2-0], [3:0-3-0,0-3-0], [4:0-1-12,0-2-0], [5:0-5-8,0-2-4], [6:0-3-0,0-2-0], [8:0-4-0,0-3-4], [9:0-2-12,0-1-8], [10:0-2-0,0-1-4], [13:0-3-6,0-2-4], [16:0-4-3,0-3-0], [17:0-1-6,0-2-8], [18:0-8-0,0-3-11], [19:0-5-6,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.66 18 >762 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.99 Vert(CT)-0.82 18 >610 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.60 12 n/a n/a MT20HS 165/146 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.41 13-15 >999 240 BCDL 7.0 Weight: 283 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 3-5,3-1:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 20-18:2x4 DF 2400F 2.0E, 7-15:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 19-1,4-18,13-16,12-9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 4-17:2x4 DF 2400F 2.0E, 20-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 4-17, 6-16, 13-16, 8-16, 8-13, 9-12 REACTIONS (lb/size)12=2188/0-5-8, 20=2049/0-5-8 Max Horiz 20=375 (LC 13) Max Uplift 12=-848 (LC 14), 20=-785 (LC 14) Max Grav 12=3007 (LC 33), 20=2872 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6120/2525, 2-4=-7410/3189, 4-5=-3801/1809, 5-6=-3221/1676, 6-7=-3332/1729, 7-9=-3382/1687, 9-10=-212/216, 10-11=0/109, 1-20=-2866/1163, 10-12=-423/251 BOT CHORD 19-20=-383/315, 18-19=-2601/6655, 17-18=-2766/6970, 16-17=-1273/2947, 15-16=-211/127, 7-16=-706/175, 13-15=-94/91, 12-13=-1188/2581 WEBS 1-19=-2110/5227, 2-19=-687/177, 4-18=-1727/4090, 4-17=-4689/1849, 5-17=-638/1067, 6-17=-428/1071, 6-16=-480/683, 13-16=-1266/2962, 8-16=-329/223, 8-13=-768/73, 9-13=-332/458, 9-12=-3568/1563, 3-18=-178/369, 3-19=-1488/531 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-15, Interior (1) 7-8-15 to 22-3-8, Exterior(2E) 22-3-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-3, Interior (1) 32-6-3 to 46-11-13 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 20 and 848 lb uplift at joint 12. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246660A06Hip11J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:19 Page: 1 ID:Wf60NM92nwzbUv79QNcPv9zp6jE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412=MT18HS 3x8 =4x12 =5x14 =2x4 =5x6 =M18AHS 8x14 =4x6 =5x6 =4x8 =5x8 =4x6 =5x6 =6x12 =2x4 =3x4 =5x8 =3x6 =6x8 =3x4 =5x6 =3x4 15 32 14 13 33 34 35 12 21 16311730 111 20 22 18 2923 19 2 1024 25 283 942627 5 6 8 7 1-3-4 24-4-12 2-0-12 23-1-8 3-0-12 12-8-12 4-0-0 21-0-12 3-11-0 9-8-0 4-4-0 17-0-12 5-9-0 5-9-0 5-8-2 30-0-14 5-11-12 36-0-11 6-2-5 42 -3-0 0-2-8 42-3-0 0-2-8 0-2-8 0-3-0 0-5-8 0-5-8 0-11-0 3-4-0 24 -3-0 3-8-8 20-11-0 4-7-8 17-2-8 4-10-0 5-9-0 6-10-0 12-7-0 8-10-4 33-1-4 8-11-4 42-0-812-9-101-8-143-2-141-6-010-3-411-9-41-0-612-9-101-6-01-6-03-10-115-4-11Scale = 1:90.8 Plate Offsets (X, Y): [3:0-3-0,0-3-0], [4:0-1-12,0-1-8], [5:0-4-0,0-2-8], [6:0-5-4,0-2-8], [7:0-3-4,Edge], [9:0-4-0,0-3-0], [10:0-1-12,0-1-8], [12:0-3-0,0-3-0], [13:0-2-14,0-2-4], [16:0-4-8,0-3-0], [17:0-2-8,0-2-0], [18:0-1-6,0-2-0], [19:0-7-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.55 19 >911 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.87 Vert(CT)-0.74 19-20 >679 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.52 12 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.43 13-15 >999 240 BCDL 7.0 Weight: 299 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 3-1:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 8-15:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 20-1,4-19:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 21-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-2 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. Except: 1 Row at midpt 8-16 WEBS 1 Row at midpt 6-17, 7-17, 7-16, 13-16, 9-16, 9-13, 10-12 WEBS 2 Rows at 1/3 pts 4-18 REACTIONS (lb/size)12=2052/0-5-8, 21=2052/0-5-8 Max Horiz 21=372 (LC 13) Max Uplift 12=-785 (LC 14), 21=-785 (LC 14) Max Grav 12=2052 (LC 1), 21=2517 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5206/2555, 2-4=-5814/3218, 4-5=-3270/2040, 5-6=-2812/1881, 6-7=-2715/1927, 7-8=-2321/1726, 8-10=-2392/1692, 10-11=-189/186, 1-21=-2523/1177, 11-12=-256/145 BOT CHORD 20-21=-379/323, 19-20=-2720/5385, 18-19=-2856/5408, 17-18=-1554/2553, 16-17=-1324/2129, 15-16=-221/128, 8-16=-627/150, 13-15=-110/89, 12-13=-1232/1794 WEBS 1-20=-2140/4368, 2-20=-735/172, 3-20=-1041/542, 3-19=-157/342, 5-18=-762/1035, 6-18=-376/1093, 6-17=-2238/1216, 7-17=-1265/2160, 7-16=-419/668, 13-16=-1294/2052, 9-16=-326/215, 9-13=-541/75, 10-13=-326/460, 10-12=-2463/1609, 4-18=-3670/1785, 4-19=-1780/3407 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-11, Interior (1) 7-8-11 to 20-4-4, Exterior(2E) 20-4-4 to 24-4-4, Interior (1) 24-4-4 to 26-5-0, Exterior(2R) 26-5-0 to 30-7-7, Interior (1) 30-7-7 to 45-4-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 21 and 785 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246661A07Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:20 Page: 1 ID:y0A7ym4D1zKPux2U2URwA_zp6fT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =4x12 =MT18HS 3x8 =2x4 =5x14 =3x4 =M18AHS 8x14 =MT18HS 10x16 =3x4 =5x8 =5x6 =5x6 =6x12 =2x4 =3x4 =5x8 =3x6 =6x8 =4x4 =5x6 =3x4 14 33 13 12 34 35 36 11 20 1532 29 101 19 3116 21 30 17 2822 18 2 9 273 826 4 23 5 2524 7 6 1-3-4 24 -4-12 4-0-0 18-0-12 3-11-0 9-8-0 4-4-12 14-0-12 5-0-12 23-1-8 5-9-0 5-9-0 5-8-2 30-0-14 5-11-12 36-0-11 6-2-5 42-3-0 0-2-8 42-3-0 0-2-8 0-2-8 0-3-0 0-5-8 0-5-8 0-11-0 1-7-8 14-2-8 3-8-8 17-11-0 4-10-0 5-9-0 6-4-0 24 -3-0 6-10-0 12-7-0 8-10-4 33 -1-4 8-11-4 42-0-812-9-101-8-143-2-141-6-08-9-410-3-42-6-612-9-101-6-01-6-03-10-115-4-11Scale = 1:90.4 Plate Offsets (X, Y):[4:1-1-8,0-2-4], [5:0-5-4,0-2-8], [8:0-4-0,0-3-0], [11:0-2-12,0-3-0], [12:0-3-10,0-2-4], [15:0-4-8,0-3-0], [16:0-3-0,0-2-0], [18:0-7-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.51 18 >978 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.88 Vert(CT)-0.69 18-19 >724 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.48 11 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.43 12-14 >999 240 BCDL 7.0 Weight: 281 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 1-4:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 7-14:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 19-1,18-4,16-6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 20-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 5-16, 6-16, 6-15, 12-15, 8-15, 8-12, 9-11 REACTIONS (lb/size)11=2052/0-5-8, 20=2052/0-5-8 Max Horiz 20=372 (LC 13) Max Uplift 11=-785 (LC 14), 20=-785 (LC 14) Max Grav 11=2083 (LC 39), 20=2563 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5182/2644, 2-3=-5145/2724, 3-4=-5821/3405, 4-5=-4007/2507, 5-6=-4009/2651, 6-7=-2381/1736, 7-9=-2442/1694, 9-10=-189/186, 1-20=-2573/1217, 10-11=-256/145 BOT CHORD 19-20=-379/334, 18-19=-2928/5457, 17-18=-2398/4252, 16-17=-2164/3572, 15-16=-1345/2143, 14-15=-221/127, 7-15=-635/154, 12-14=-79/62, 11-12=-1251/1822 WEBS 1-19=-2219/4303, 2-19=-709/168, 3-19=-1215/670, 3-18=-211/410, 4-18=-1847/3351, 4-17=-999/361, 5-17=-376/1038, 5-16=-2973/1599, 6-16=-1756/2966, 6-15=-474/698, 12-15=-1361/2125, 8-15=-323/229, 8-12=-565/70, 9-12=-331/471, 9-11=-2500/1636 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-11, Interior (1) 7-8-11 to 17-4-4, Exterior(2E) 17-4-4 to 21-4-4, Interior (1) 21-4-4 to 26-5-0, Exterior(2R) 26-5-0 to 30-7-7, Interior (1) 30-7-7 to 45-4-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 20 and 785 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246662A08Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:21 Page: 1 ID:b3NEv204CRh6oAAWFxrlTwzp6fY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =4x12 =MT18HS 3x8 =4x8 =3x4 =MT18HS 10x16 =3x4 =M18AHS 8x14 =6x8 =5x6 =4x8 =5x6 =12x12 =3x4 =2x4 =5x8 =3x6 =6x8 =3x4 =5x6 =3x4 14 33 13 12 34 35 36 11 20 1532 29 101 19 3130 21 1618 2822 17 2 923 3 424 82725 265 7 6 1-3-4 24 -4-12 4-0-0 15 -0-12 4-0-6 19-1-2 4-0-6 23-1-8 5-3-12 11-0-12 5-9-0 5-9-0 5-8-2 30-0-14 5-11-12 36-0-11 6-2-5 42-3-0 0-2-8 42-3-0 0-2-8 0-2-8 0-3-0 0-5-8 0-5-8 0-11-0 1-4-8 12 -7-0 2-4-0 14-11-0 4-10-0 5-9-0 5-5-8 11-2-8 8-10-4 33 -1-4 8-11-4 42-0-8 9-4-0 24 -3-012-9-101-8-143-2-141-6-07-3-48-9-44-0-612-9-101-6-01-6-03-10-115-4-11Scale = 1:90.4 Plate Offsets (X, Y): [3:1-1-8,0-2-4], [4:0-5-4,Edge], [5:0-2-8,0-1-12], [8:0-4-0,0-3-0], [9:0-1-12,0-1-8], [11:0-3-0,0-3-0], [12:0-3-6,0-2-4], [15:0-6-4,Edge], [16:0-3-0,0-1-8], [17:0-7-0,0-3-11], [19:0-2-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.69 15-16 >731 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-1.02 15-16 >493 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.57 11 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.69 15-16 >732 240 BCDL 7.0 Weight: 274 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 1-3:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 7-14:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 17-3,16-5,15-5,1-19:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 20-1:2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-11 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 4-16, 5-16, 6-15, 12-15, 8-15, 8-12, 9-11 WEBS 2 Rows at 1/3 pts 5-15 REACTIONS (lb/size)11=2052/0-5-8, 20=2052/0-5-8 Max Horiz 20=372 (LC 13) Max Uplift 11=-785 (LC 14), 20=-785 (LC 14) Max Grav 11=2058 (LC 39), 20=2532 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5132/2653, 2-3=-5932/3333, 3-4=-6265/3683, 4-5=-6313/3855, 5-6=-2137/1531, 6-7=-2311/1713, 7-9=-2399/1683, 9-10=-190/186, 1-20=-2530/1213, 10-11=-256/146 BOT CHORD 19-20=-381/316, 18-19=-2500/4701, 17-18=-2934/5365, 16-17=-3264/5702, 15-16=-1923/3298, 14-15=-221/127, 7-15=-596/123, 12-14=-39/45, 11-12=-1241/1797 WEBS 2-19=-1323/548, 2-18=-509/1069, 3-18=-364/34, 3-17=-1479/2581, 4-17=-551/1331, 4-16=-4089/2209, 5-16=-2544/4258, 5-15=-2617/1361, 6-15=-1363/1835, 12-15=-1397/2119, 8-15=-259/234, 8-12=-593/73, 9-12=-328/484, 9-11=-2465/1622, 1-19=-2231/4281 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 3-6-4 to 7-8-11, Interior (1) 7-8-11 to 14-4-4, Exterior(2E) 14-4-4 to 18-4-4, Interior (1) 18-4-4 to 26-5-0, Exterior(2R) 26-5-0 to 30-7-7, Interior (1) 30-7-7 to 45-4-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 20 and 785 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246663A09Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:21 Page: 1 ID:JjSaRfxhsHp6S57ALzD6hSzp6ff-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =4x8 =4x8 =4x4 =5x8 =7x8 =MT18HS 10x16 =MT20HS 7x10=2x4 =5x6 =6x12 =2x4 =2x4 =5x6 =3x6 =4x8 =3x4 =5x6 =2x4 13 28 12 11 29 30 31 10 18 1427 25 9 17 1526 24 16 8 1 19 2 3 72023214 22 6 5 1-3-4 24-4-12 4-8-8 23-1-8 5-10-10 12-0-12 6-2-2 6-2-2 5-8-2 30-0-14 5-11-13 36-0-11 6-4-4 18-5-0 6-2-5 42 -3-0 0-2-8 42 -3-0 0-2-8 0-2-8 0-8-8 0-11-0 5-1-6 6-0-6 5-10-0 18-5-0 5-10-0 24-3-0 6-6-10 12 -7-0 8-10-4 33-1-4 8-11-4 42-0-812-9-105-9-43-2-141-6-05-9-47-3-45-6-612-9-101-6-01-6-03-10-115-4-11Scale = 1:87.6 Plate Offsets (X, Y):[2:0-4-0,0-1-8], [7:0-3-0,0-3-0], [10:0-3-0,0-2-12], [11:0-2-10,0-2-0], [14:0-4-7,0-3-1], [15:0-0-14,0-3-4], [16:0-8-0,0-3-11], [17:0-2-0,0-1-12], [18:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.93 16 >543 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.99 Vert(CT)-1.30 16 >388 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.77 10 n/a n/a MT20HS 165/146 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.69 16 >731 240 BCDL 7.0 Weight: 558 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 6-13:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 18-1:2x6 DF 1800F 1.6E, 16-2,15-3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-15 REACTIONS (lb/size)10=2052/0-5-8, 18=2052/0-5-8 Max Horiz 18=363 (LC 13) Max Uplift 10=-782 (LC 14), 18=-787 (LC 14) Max Grav 10=2052 (LC 1), 18=2132 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-2113/1108, 1-2=-2941/1780, 2-3=-11183/6616, 3-4=-3768/2308, 4-5=-3846/2442, 5-6=-2336/1677, 6-8=-2391/1644, 8-9=-189/185, 9-10=-255/145 BOT CHORD 17-18=-347/281, 16-17=-1723/3099, 15-16=-7382/12738, 14-15=-1276/2141, 13-14=-211/128, 6-14=-653/154, 11-13=-92/79, 10-11=-1214/1795 WEBS 1-17=-1979/3444, 2-17=-2649/1377, 2-16=-4981/8646, 3-16=-1835/3116, 3-15=-10149/5885, 4-15=-991/261, 5-15=-1619/2943, 5-14=-483/700, 11-14=-1288/2053, 7-14=-261/238, 7-11=-549/65, 8-11=-313/463, 8-10=-2464/1584 NOTES 1)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 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-5-3, Interior (1) 4-5-3 to 23-1-8, Exterior(2R) 23-1-8 to 29-0-14, Interior (1) 29-0-14 to 42-1-4 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 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10)Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 18 and 782 lb uplift at joint 10. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246664A10Roof Special 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:22 Page: 1 ID:fPj2wYnAhbIp0FDteR?IBwzp6fr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412=3x4 =4x8 =3x12 =5x8 =5x6 =MT18HS 10x16 =4x8 =5x8 =2x4 =5x6 =6x12 =2x4 =2x4 =5x6 =3x6 =4x8 =3x4 =5x6 =2x4 14 27 13 12 28 29 30 11 19 1526 24 10 162518 23 17 312 9 4 82022215 7 6 1-3-4 24 -4-12 3-8-0 12-8-12 4-4-10 9-0-12 4-8-2 4-8-2 4-8-8 23-1-8 5-8-2 30-0-14 5-8-4 18-5-0 5-11-12 36 -0-11 6-2-5 42-3-0 0-2-8 42-3-0 0-2-8 0-2-8 0-3-0 0-5-8 0-5-8 0-11-0 3-8-0 12 -7-0 5-10-0 18-5-0 5-10-0 24 -3-0 8-0-0 8-11-0 8-10-4 33-1-4 8-11-4 42-0-812-9-104-3-43-2-141-6-04-3-45-9-47-0-612-9-101-6-01-6-03-10-115-4-11Scale = 1:90.4 Plate Offsets (X, Y): [2:0-4-0,0-1-8], [3:0-3-0,0-3-0], [4:0-2-4,0-1-12], [8:0-3-0,0-3-0], [11:0-3-0,0-2-12], [12:0-2-10,0-2-0], [15:0-4-4,0-2-12], [16:0-1-10,0-2-8], [17:0-8-0,0-3-11], [18:0-3-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.92 17 >547 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.95 Vert(CT)-1.24 17 >405 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.76 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.60 17 >838 240 BCDL 7.0 Weight: 546 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 7-14:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 19-1:2x6 DF 1800F 1.6E, 18-2,4-17,4-16:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18 6-1-3 oc bracing: 16-17. 1 Row at midpt 7-15 WEBS 1 Row at midpt 4-16 REACTIONS (lb/size)11=2052/0-5-8, 19=2052/0-5-8 Max Horiz 19=365 (LC 13) Max Uplift 11=-784 (LC 14), 19=-786 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-277/61, 1-2=-84/105, 2-3=-11616/6404, 3-4=-11633/6074, 4-5=-4101/2306, 5-6=-4119/2425, 6-7=-2333/1675, 7-9=-2393/1644, 9-10=-189/186, 10-11=-256/145 BOT CHORD 18-19=-1829/3238, 17-18=-6905/12788, 16-17=-5599/10923, 15-16=-1276/2176, 14-15=-211/128, 7-15=-659/151, 12-14=-89/72, 11-12=-1214/1794 WEBS 2-19=-4140/2277, 2-18=-4844/8938, 3-18=-5363/2741, 3-17=-2190/1300, 6-16=-1594/3182, 6-15=-476/709, 12-15=-1293/2060, 8-15=-257/255, 8-12=-606/67, 9-12=-314/492, 9-11=-2463/1583, 4-17=-3902/7308, 4-16=-8255/4169, 5-16=-856/226 NOTES 1)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 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-8-2, Interior (1) 4-8-2 to 23-1-8, Exterior(2R) 23-1-8 to 29-0-14, Interior (1) 29-0-14 to 42-1-4 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 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 786 lb uplift at joint 19 and 784 lb uplift at joint 11. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246665A11Roof Special 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:23 Page: 1 ID:fPj2wYnAhbIp0FDteR?IBwzp6fr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =4x6 =2x4 =6x8 =4x8 =4x4 =3x4 =4x8 =5x6 =6x8 =3x4 =6x8 =5x8 =4x6 =5x8 =4x4 =5x6 =5x6 =MT20HS 7x10 35 36 37 1 18 17 24 2516 2615 2728 29 14 30 31 32 13 33 3412 11 38 3940 41 10 2 19 3 4 6 21 22 7 23 8 9205 1-9-12 1-9-12 3-2-1 4-11-13 4-5-0 14 -0-12 4-7-15 9-7-12 7-2-5 28-5-6 7-2-5 21-3-1 7-5-13 35 -11-3 7-5-13 43-5-0 0-2-12 1-9-12 1-7-0 1-7-0 4-3-4 13 -11-0 7-4-1 35-11-3 7-4-1 28-7-2 7-4-1 21-3-1 7-5-13 43-5-0 7-10-0 9-7-127-7-00-6-107-5-20-1-147-5-27-5-20-1-147-7-0Scale = 1:78.4 Plate Offsets (X, Y):[3:0-3-8,0-2-0], [7:0-4-0,0-3-0], [8:0-1-12,0-1-8], [9:0-2-4,0-2-4], [11:0-2-4,0-2-4], [14:0-3-8,0-4-4], [18:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.37 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.48 13-14 >999 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.12 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.30 13-14 >999 240 BCDL 7.0 Weight: 559 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E *Except* 1-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 9-10,16-6,14-7,13-8,11-9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 1 Row at midpt 9-10, 9-11 REACTIONS (lb/size)10=5349/0-5-8, 18=5239/0-5-8 Max Horiz 18=275 (LC 9) Max Uplift 10=-2983 (LC 10), 18=-2692 (LC 10) Max Grav 10=6391 (LC 24), 18=5468 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-478/280, 2-3=-554/343, 3-4=-8695/4382, 4-5=-8512/4293, 5-6=-7595/3854, 6-8=-9531/4678, 8-9=-5794/2829, 9-10=-5970/2703 BOT CHORD 1-18=-248/447, 17-18=-3070/5942, 16-17=-3902/7752, 14-16=-4571/9531, 13-14=-4223/8868, 11-13=-2772/5794, 10-11=-93/96 WEBS 5-16=-1774/3207, 2-18=-486/144, 3-18=-7222/3585, 3-17=-965/2053, 4-17=-151/406, 4-16=-947/201, 6-16=-2693/1144, 6-14=-613/774, 7-14=-517/1104, 7-13=-1661/534, 8-13=-2037/4215, 8-11=-4088/1590, 9-11=-3777/7966 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2983 lb uplift at joint 10 and 2692 lb uplift at joint 18. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1104 lb down and 514 lb up at 9-5-4, 328 lb down and 211 lb up at 11-5-4, 328 lb down and 221 lb up at 13-5-4, 328 lb down and 224 lb up at 15-5-4, 328 lb down and 224 lb up at 17-5-4, 328 lb down and 224 lb up at 19-5-4, 328 lb down and 224 lb up at 21-5-4, 328 lb down and 224 lb up at 23-5-4, 328 lb down and 224 lb up at 25-5-4, 328 lb down and 224 lb up at 27-5-4, 328 lb down and 224 lb up at 29-5-4, 328 lb down and 224 lb up at 31-5-4, 328 lb down and 224 lb up at 33-5-4, 328 lb down and 224 lb up at 35-5-4, 328 lb down and 224 lb up at 37-5-4, and 328 lb down and 224 lb up at 39-5-4, and 328 lb down and 224 lb up at 41-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246666B01Half Hip Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:24 Page: 1 ID:bWJNmQclD_PxjyZ_GoEn5lzp6g4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-9=-84, 1-10=-14 Concentrated Loads (lb) Vert: 17=-1104 (B), 14=-328 (B), 24=-328 (B), 25=-328 (B), 26=-328 (B), 27=-328 (B), 29=-328 (B), 30=-328 (B), 31=-328 (B), 32=-328 (B), 33=-328 (B), 34=-328 (B), 36=-328 (B), 37=-328 (B), 38=-328 (B), 39=-328 (B), 41=-328 (B) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246666B01Half Hip Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:24 Page: 2 ID:bWJNmQclD_PxjyZ_GoEn5lzp6g4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =3x6 =2x4 =5x6 =4x6 =3x4 =5x8 =4x6 =3x8 =5x6 =3x4 =3x4 =5x8 =4x6 =5x6 =5x6 =MT20HS 7x10 =3x4 1 17 27 16 28 29 15 14 30 31 32 13 33 1234 11 35 36 37 10 2 18 19 3 20 4 23 24 25 26678 922215 1-9-12 1-9-12 5-0-14 12-0-5 5-1-11 6-11-7 5-0-7 17 -0-12 6-6-3 36-7-5 6-6-3 30-1-2 6-6-3 23 -6-15 6-9-11 43 -5-0 0-2-12 1-9-12 1-7-0 1-7-0 7-1-14 16-11-0 7-11-6 9-9-2 8-9-7 34-5-13 8-9-7 25-8-7 8-11-3 43-5-09-1-00-6-108-11-20-1-148-11-28-11-20-1-149-1-0Scale = 1:78.4 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [3:0-2-8,0-1-12], [4:0-4-0,0-3-0], [7:0-4-0,0-3-4], [8:0-3-0,0-1-12], [9:Edge,0-1-8], [11:0-3-0,0-1-12], [17:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.35 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.48 13-14 >999 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.38 13-14 >999 240 BCDL 7.0 Weight: 256 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 9-10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 14-6,10-8:2x4 DF 2400F 2.0E WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. WEBS 1 Row at midpt 9-10, 5-14, 6-14, 8-10, 6-13, 7-13, 7-11, 8-11, 3-17 REACTIONS (lb/size)10=2028/0-5-8, 17=2213/0-5-8 Max Horiz 17=336 (LC 13) Max Uplift 10=-782 (LC 14), 17=-840 (LC 14) Max Grav 10=2961 (LC 28), 17=2549 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-235/225, 2-3=-416/323, 3-5=-3162/2339, 5-6=-2716/1941, 6-8=-3202/2037, 8-9=-130/155, 9-10=-403/86 BOT CHORD 1-17=-185/236, 16-17=-2190/2729, 14-16=-2233/2741, 13-14=-2072/3279, 11-13=-1771/2979, 10-11=-1137/1951 WEBS 5-14=-805/943, 6-14=-932/231, 8-10=-3160/1715, 6-13=-447/107, 7-13=-607/691, 7-11=-1482/766, 8-11=-1201/1621, 2-17=-597/163, 3-16=-198/364, 3-17=-3098/1983, 4-16=-241/216, 4-14=-842/335 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-2-7, Interior (1) 4-2-7 to 17-0-12, Exterior(2R) 17-0-12 to 23-0-2, Interior (1) 23-0-2 to 43-3-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 10 and 840 lb uplift at joint 17. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246667B02Half Hip 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:24 Page: 1 ID:OQMWDjCZr8T1yWRxfChL3?zp6jA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x6 =2x4 =MT20HS 7x10 =M18AHS 7x14 =8x10 =2x4 =5x6 WB =4x6 =5x8 =5x6 =2x4 =3x8 =3x6 =3x6 =2x4 =5x8 =5x6 =3x6 1 16 29 30 31 15 14 32 13 3334 12 18 27 2 28 1920 17 3 21 4 5 6 8 9 10 26 11242523227 2-1-12 2-1-12 4-4-9 6-6-5 4-2-15 10-9-4 4-8-6 15-5-10 4-7-2 20 -0-12 7-8-1 35-5-4 7-8-7 27-9-3 7-11-12 43-5-0 0-8-8 2-3-8 1-7-0 1-7-0 7-8-1 35-5-4 7-11-12 43-5-0 8-6-3 27 -9-3 8-5-12 10 -9-4 8-5-12 19-3-010-7-00-6-1010-5-20-1-142-9-1510-5-210-5-20-1-1410-7-0Scale = 1:79.9 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [5:0-3-0,Edge], [6:0-1-4,0-1-12], [11:0-2-12,0-2-0], [12:0-3-0,0-1-8], [13:0-1-12,0-2-4], [16:0-3-0,0-2-8], [17:0-5-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.55 16-17 >900 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.79 16-17 >620 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.39 12 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.52 16-17 >937 240 BCDL 7.0 Weight: 274 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 7-9,9-11:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 11-12:2x6 DF 1800F 1.6E, 16-8,13-8,13-11,6-17,3-18:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 1 Row at midpt 11-12, 7-16, 8-16, 8-13, 10-13, 11-13, 6-16, 6-17, 3-18 REACTIONS (lb/size)12=1998/0-5-8, 18=2235/0-5-8 Max Horiz 18=325 (LC 14) Max Uplift 12=-804 (LC 14), 18=-814 (LC 14) Max Grav 12=2801 (LC 28), 18=2613 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-58/92, 2-3=-109/130, 3-4=-6330/3585, 4-6=-6335/3663, 6-7=-2523/1640, 7-8=-2219/1462, 8-10=-1757/973, 10-11=-1757/973, 11-12=-2746/1350 BOT CHORD 1-18=-54/63, 17-18=-2565/4491, 16-17=-1964/3057, 15-16=-1454/2498, 13-15=-1454/2498, 12-13=-20/35 WEBS 2-18=-408/189, 7-16=-578/693, 8-16=-446/567, 8-15=-455/438, 8-13=-1252/816, 10-13=-1168/200, 11-13=-1569/2835, 4-17=-623/135, 6-16=-2050/946, 6-17=-2206/3941, 3-17=-925/1470, 3-18=-5516/2819 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-2-7, Interior (1) 4-2-7 to 20-0-12, Exterior(2R) 20-0-12 to 26-0-2, Interior (1) 26-0-2 to 43-2-4 zone; cantilever 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 12 and 814 lb uplift at joint 18. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246668B03Half Hip 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:25 Page: 1 ID:HBb135F3vNzTR8kiu2lHDrzp6j6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x6 =2x4 =MT20HS 7x10 =5x14 =MT20HS 8x12=2x4 =5x6 WB =4x8 =6x8 =2x4 =5x6 =3x4 =3x4 =3x6 =3x6 =2x4 =4x8 =5x6 =3x6 1 17 30 31 32 16 3315 34 14 35 36 13 19 28 29 2 20 18 3 21 4 225 6 23 7 9 25 26 10 11 27 12248 2-1-12 2-1-12 3-8-0 23 -0-12 3-11-2 19-4-12 4-8-7 27 -9-3 4-2-15 10-9-4 4-4-9 6-6-5 4-8-6 15-5-10 7-8-1 35-5-4 7-11-12 43 -5-0 0-8-8 2-3-8 1-7-0 1-7-0 7-8-1 35-5-4 7-11-12 43 -5-0 8-6-3 27-9-3 8-5-12 10-9-4 8-5-12 19-3-012-1-00-6-1011-11-20-1-142-9-1511-11-211-11-20-1-1412-1-0Scale = 1:80.2 Plate Offsets (X, Y): [1:0-3-0,0-0-7], [3:0-3-12,0-1-12], [5:0-3-0,Edge], [6:0-2-8,0-2-0], [8:0-3-0,0-1-12], [12:0-2-12,0-2-4], [13:0-3-0,0-1-8], [14:0-1-12,0-1-8], [17:0-5-0,Edge], [18:0-6-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.59 17-18 >836 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.84 17-18 >581 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.40 13 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.52 17-18 >948 240 BCDL 7.0 Weight: 301 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 10-12:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 12-13:2x6 DF 1800F 1.6E, 16-8,9-14,14-12,6-18,3-19:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 12-13, 7-17, 8-17, 8-16, 9-16, 9-14, 11-14, 6-17, 6-18, 3-19 WEBS 2 Rows at 1/3 pts 12-14 REACTIONS (lb/size)13=1998/0-5-8, 19=2235/0-5-8 Max Horiz 19=453 (LC 13) Max Uplift 13=-778 (LC 11), 19=-843 (LC 14) Max Grav 13=2647 (LC 28), 19=2623 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/102, 2-3=-73/127, 3-4=-6686/3674, 4-6=-6726/3755, 6-7=-2662/1666, 7-8=-2634/1716, 8-9=-1971/1401, 9-11=-1437/1001, 11-12=-1437/1001, 12-13=-2592/1386 BOT CHORD 1-19=-53/48, 18-19=-2798/4384, 17-18=-2171/3338, 16-17=-1448/1863, 14-16=-1419/1966, 13-14=-161/170 WEBS 2-19=-355/175, 7-17=-508/118, 8-17=-719/1487, 8-16=-661/384, 9-16=-507/777, 9-14=-1183/804, 11-14=-1234/220, 12-14=-1554/2542, 4-18=-661/142, 6-17=-2036/1004, 6-18=-2401/4043, 3-18=-1035/1768, 3-19=-5475/2812 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-2-7, Interior (1) 4-2-7 to 23-0-12, Exterior(2R) 23-0-12 to 29-0-2, Interior (1) 29-0-2 to 43-2-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 778 lb uplift at joint 13 and 843 lb uplift at joint 19. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246669B04Half Hip 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:25 Page: 1 ID:hmHAh6IyCIL2IbTHaAJ_rTzp6j3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x6 =2x4 =MT20HS 7x10 =5x14 =MT20HS 8x12=2x4 =5x6 WB =4x8 =5x6 =3x4 =5x6 =3x8 =4x6 =3x4 =4x4 =3x6 =4x4 =5x6 =3x4 1 16 32 1533 34 14 35 36 37 13 311719 3029 2 20 18 3 21 4 522 6 23 7 8 24 25926 1027 11 28 12 2-1-12 2-1-12 3-11-2 19-4-12 4-2-15 10-9-4 4-4-9 6-6-5 4-6-0 23-10-12 4-8-6 15-5-10 6-4-15 36-8-9 6-4-15 30 -3-11 6-8-7 43 -5-0 0-8-8 2-3-8 1-7-0 1-7-0 4-9-8 24 -0-8 8-5-12 10-9-4 8-5-12 19 -3-0 9-5-10 33-6-2 9-10-14 43-5-00-6-1012-6-012-6-02-9-15Scale = 1:80.5 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [3:0-3-12,0-1-12], [5:0-3-0,Edge], [6:0-2-8,0-2-0], [7:0-1-12,0-1-8], [8:0-4-0,0-2-8], [12:0-2-0,0-1-12], [13:0-2-12,0-3-0], [18:0-6-0,0-3-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.61 17-18 >810 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.87 17-18 >566 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.41 13 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.54 17-18 >915 240 BCDL 7.0 Weight: 303 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 12-13:2x6 DF 1800F 1.6E, 16-9,14-9,14-11,3-19,6-18:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, 13-11:2x4 DF 2400F 2.0E OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 12-13, 7-16, 8-16, 9-16, 9-14, 11-14, 3-19, 6-18, 6-17 WEBS 2 Rows at 1/3 pts 11-13 REACTIONS (lb/size)13=1998/0-5-8, 19=2235/0-5-8 Max Horiz 19=474 (LC 11) Max Uplift 13=-782 (LC 11), 19=-842 (LC 14) Max Grav 13=2600 (LC 28), 19=2624 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-46/103, 2-3=-78/127, 3-4=-6726/3681, 4-6=-6783/3763, 6-7=-2738/1663, 7-8=-2154/1511, 8-9=-1823/1386, 9-11=-1480/1109, 11-12=-182/214, 12-13=-408/92 BOT CHORD 1-19=-52/46, 18-19=-2835/4376, 17-18=-2184/3388, 16-17=-1672/2325, 14-16=-1237/1716, 13-14=-802/1150 WEBS 2-19=-364/175, 7-17=-438/844, 7-16=-1325/538, 8-16=-529/587, 9-16=-466/920, 9-14=-1072/581, 11-14=-1135/1403, 11-13=-2412/1452, 3-18=-1038/1813, 3-19=-5460/2816, 4-18=-649/144, 6-18=-2446/4056, 6-17=-2014/1008 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-2-7, Interior (1) 4-2-7 to 23-10-12, Exterior(2R) 23-10-12 to 29-10-2, Interior (1) 29-10-2 to 43-2-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 13 and 842 lb uplift at joint 19. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246670B05Piggyback Base 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:26 Page: 1 ID:meUX4BkfdMoNXev5PcxM14zp6fv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x6 =2x4 =5x6 =4x8 =5x8 =2x4 =3x6 =4x4 =5x6 =3x4 =5x6 =3x8 =6x12 =7x8 =4x4 =4x6 =5x6 =3x6 1 15251618 14 2627 13 28 12 2 17 3 19 4 5 206 7 10 112423229218 2-1-12 2-1-12 3-5-11 27 -10-15 3-11-2 19-4-12 4-2-15 10-9-4 4-4-9 6-6-5 4-8-6 15 -5-10 5-0-8 24 -5-4 7-6-5 35-5-4 7-11-12 43 -5-0 0-8-8 2-3-8 1-7-0 1-7-0 3-3-15 27 -10 -15 5-4-0 24 -7-0 7-6-5 35-5-4 7-11-12 43 -5-0 8-5-12 10-9-4 8-5-12 19-3-00-6-1012-9-412-9-42-9-15Scale = 1:81.7 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [6:0-0-12,0-1-12], [8:0-3-0,0-2-0], [12:0-4-0,0-1-8], [14:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.36 16-17 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.51 16-17 >954 240 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(CT)0.25 12 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.30 16-17 >999 240 BCDL 7.0 Weight: 687 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 9-11:2x6 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 14-12:2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-12:2x6 DF 1800F 1.6E, 15-8,9-14,9-15,14-10,13-11,6-17:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. WEBS 1 Row at midpt 11-12, 9-14, 9-15, 10-13 REACTIONS (lb/size)12=3681/0-5-8, 18=2735/0-5-8 Max Horiz 18=482 (LC 9) Max Uplift 12=-1483 (LC 7), 18=-1057 (LC 10) Max Grav 12=4252 (LC 24), 18=3124 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-71/84, 2-3=-122/133, 3-4=-8409/2775, 4-6=-8490/2858, 6-7=-3738/1406, 7-8=-3107/1283, 8-10=-2776/1224, 10-11=-2194/941, 11-12=-4227/1460 BOT CHORD 1-18=-64/75, 17-18=-2105/5375, 16-17=-1631/4456, 15-16=-1261/3227, 13-15=-1173/2773, 12-13=-169/150 WEBS 2-18=-402/142, 3-17=-736/2394, 4-17=-632/147, 6-16=-2278/708, 7-16=-311/799, 7-15=-1317/415, 8-15=-501/1069, 9-14=-450/308, 9-15=-900/254, 10-14=-541/1523, 10-13=-3110/1042, 11-13=-1470/4065, 6-17=-1750/4818, 3-18=-6657/2116 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1483 lb uplift at joint 12 and 1057 lb uplift at joint 18. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 823 lb down and 386 lb up at 29-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-8=-84, 8-22=-84, 11-22=-184 (F=-100), 1-18=-14, 17-18=-14, 16-17=-14, 12-16=-14 Concentrated Loads (lb) Vert: 26=-823 (F) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246671B06Half Hip Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:26 Page: 1 ID:Qghe1TgWoqA5Rt18c2LBK0zp6g_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x4 =3x8 =2x4 =5x6 =4x6 =5x8 =2x4 =3x4 =4x4 =5x6 =3x4 =4x4 =3x8 =4x4 =3x6 1 11 23 24 10 2221121420 2 15 13 3 4 5 6 16 7 91917 18 8 2-1-12 2-1-12 3-11-2 19-4-12 4-2-15 10 -9-4 4-4-9 6-6-5 4-8-6 15 -5-10 5-1-4 24-6-0 4-11-8 29 -5-8 0-8-8 2-3-8 1-7-0 1-7-0 4-11-8 29 -5-8 5-3-0 24-6-0 8-5-12 10-9-4 8-5-12 19-3-00-6-410-3-812-9-42-9-15Scale = 1:78.1 Plate Offsets (X, Y):[1:Edge,0-0-15], [1:0-2-5,Edge], [3:0-2-8,0-1-12], [6:0-0-12,0-1-12], [8:0-2-0,0-2-4], [9:0-1-0,0-1-8], [11:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.31 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.49 12-13 >661 240 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.20 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.34 12-13 >966 240 BCDL 7.0 Weight: 198 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 6-13,11-8,10-9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 1 Row at midpt 3-14, 6-13, 7-11, 8-11, 9-11, 9-10, 6-12 REACTIONS (lb/size)10=1314/ Mechanical, 14=1558/0-5-8 Max Horiz 14=437 (LC 13) Max Uplift 10=-515 (LC 14), 14=-583 (LC 14) Max Grav 10=1363 (LC 3), 14=1633 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/119, 2-3=-41/150, 3-4=-3446/1912, 4-6=-3456/1996, 6-7=-1171/741, 7-8=-700/527, 8-9=-562/529, 9-10=-1294/897 BOT CHORD 1-14=-55/65, 13-14=-1669/2401, 12-13=-1031/1566, 11-12=-716/985, 10-11=-150/164 WEBS 2-14=-340/151, 3-14=-3022/1516, 4-13=-402/149, 6-13=-1564/2279, 7-12=-528/719, 7-11=-1109/616, 8-11=-356/167, 9-11=-779/1100, 6-12=-1104/674, 3-13=-455/800 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 24-6-0, Exterior(2R) 24-6-0 to 28-8-15, Interior (1) 28-8-15 to 29-3-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583 lb uplift at joint 14 and 515 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246672B07Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:27 Page: 1 ID:9VuP14jvy2l4?_e?71RCmszp6iW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x6 =2x4 =5x6 =4x6 =5x8 =2x4 =3x6 =4x6 =5x6 =3x4 =3x8 =5x6 =4x8 =7x8 =4x4 =4x4 =4x6 =5x6 =3x6 1 16 15221719 23 14 24 13 25 12 2 18 3 4 5 6 20 10 112197 8 2-1-12 2-1-12 3-11-2 19-4-12 4-2-15 10-9-4 4-4-9 6-6-5 4-8-6 15 -5-10 5-1-4 24-6-0 6-1-14 37 -1-2 6-5-4 30-11-4 6-3-14 43-5-0 0-8-8 2-3-8 1-7-0 1-7-0 5-3-0 24-6-0 6-0-2 37-1-2 6-3-14 43-5-0 6-7-0 31-1-0 8-5-12 10-9-4 8-5-12 19-3-012-9-100-6-109-7-02-9-159-7-09-7-03-2-1012-9-10Scale = 1:81.9 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [3:0-2-8,0-2-0], [6:0-1-12,0-2-0], [12:0-4-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.33 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.49 17-18 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(CT)0.22 12 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.31 17-18 >999 240 BCDL 7.0 Weight: 630 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 9-11:2x6 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 15-12:2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-12:2x6 DF 1800F 1.6E, 16-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12 REACTIONS (lb/size)12=3589/0-5-8, 19=2692/0-5-8 Max Horiz 19=427 (LC 9) Max Uplift 12=-1427 (LC 10), 19=-1046 (LC 10) Max Grav 12=3721 (LC 28), 19=2692 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-63/81, 2-3=-101/129, 3-4=-6974/2715, 4-6=-6975/2796, 6-7=-3208/1385, 7-8=-2839/1273, 8-9=-2875/1267, 9-10=-3221/1426, 10-11=-2062/938, 11-12=-3646/1392 BOT CHORD 1-19=-61/68, 18-19=-1879/4504, 17-18=-1448/3751, 16-17=-1112/2796, 14-16=-1288/3248, 13-14=-850/2062, 12-13=-122/109 WEBS 2-19=-383/141, 3-18=-704/1955, 4-18=-388/145, 6-17=-1731/682, 7-17=-321/551, 7-16=-961/411, 8-16=-992/2043, 9-14=-867/384, 3-19=-5598/2073, 6-18=-1587/3886, 9-16=-1608/635, 11-13=-1460/3660, 10-13=-3070/1161, 10-14=-885/2101 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1427 lb uplift at joint 12 and 1046 lb uplift at joint 19. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 823 lb down and 386 lb up at 29-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246673B08Roof Special Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:27 Page: 1 ID:IRw9trj1s3gWvUKvruQ7Uszp6fw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Uniform Loads (lb/ft) Vert: 1-8=-84, 8-9=-84, 9-11=-184 (F=-100), 1-19=-14, 18-19=-14, 17-18=-14, 12-17=-14 Concentrated Loads (lb) Vert: 23=-823 (B) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246673B08Roof Special Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:27 Page: 2 ID:IRw9trj1s3gWvUKvruQ7Uszp6fw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 412 =3x6 =2x4 =5x8 =5x14 =6x8 =2x4 =5x6 WB =3x8 =5x6 =3x4 =3x8 =5x6 =4x6 =5x8 =3x4 =3x4 =5x6 =3x4 1 15 14 28 29 13 30 31 12 2716182625 2 19 17 113 244 10 5 6 2320922217 8 2-1-12 2-1-12 3-11-2 19-4-12 4-2-15 10-9-4 4-4-9 6-6-5 4-8-6 15-5-10 5-1-4 24-6-0 5-11-6 36-11-0 6-5-10 30-11-10 6-6-0 43-5-0 0-8-8 2-3-8 1-7-0 1-7-0 5-3-0 24-6-0 8-5-12 10-9-4 8-5-12 19 -3-0 9-5-6 43-5-0 9-5-10 33-11-100-6-103-4-212-9-102-9-15Scale = 1:81.9 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [3:0-4-4,0-2-8], [5:0-3-0,Edge], [6:0-2-0,0-1-8], [9:0-4-0,0-3-4], [10:0-1-12,0-1-8], [12:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.53 16-17 >934 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.80 16-17 >618 240 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.36 12 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.52 16-17 >947 240 BCDL 7.0 Weight: 263 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 15-8,6-17:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. WEBS 1 Row at midpt 7-15, 8-15, 9-15, 10-12, 6-17, 6-16, 9-13 WEBS 2 Rows at 1/3 pts 3-18 REACTIONS (lb/size)12=2002/0-5-8, 18=2239/0-5-8 Max Horiz 18=322 (LC 13) Max Uplift 12=-766 (LC 14), 18=-855 (LC 14) Max Grav 12=2069 (LC 2), 18=2240 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-46/96, 2-3=-78/115, 3-4=-5506/3454, 4-6=-5508/3536, 6-7=-2378/1678, 7-8=-1976/1506, 8-10=-2276/1706, 10-11=-198/196, 11-12=-277/154 BOT CHORD 1-18=-52/49, 17-18=-2216/3588, 16-17=-1786/2870, 15-16=-1361/2067, 13-15=-1325/1945, 12-13=-1260/1791 WEBS 2-18=-364/180, 7-16=-430/601, 7-15=-1033/537, 8-15=-1177/1328, 9-15=-670/400, 10-12=-2428/1636, 3-17=-964/1512, 3-18=-4483/2643, 4-17=-396/146, 6-17=-2025/3236, 6-16=-1469/851, 9-13=-258/181, 10-13=-323/459 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-2-7, Interior (1) 4-2-7 to 24-6-0, Exterior(2R) 24-6-0 to 30-5-6, Interior (1) 30-5-6 to 43-3-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 18 and 766 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246674B09Roof Special 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:28 Page: 1 ID:Fq2vIXlHOgwE9oUIzJSbaHzp6fu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x6 =5x8 =3x8 =10x10 =5x8 =5x6 =4x4 =5x8 =5x8 =10x10 =3x8 =5x8 =4x6 1 22 21 20 19 18 15 14 13 12 11 10 17 16 48 49 2 9 3 8 23 24 74 65 14-6-0 1-4-7 25-9-4 1-4-7 12-4-3 3-7-0 24-4-13 3-7-0 15-11-3 4-10-11 20-9-13 5-2-0 10-11-12 5-2-0 30 -11-4 5-9-12 5-9-12 5-9-12 36-9-0 0-1-12 1-6-4 0-1-12 35-4-8 1-4-8 36-9-0 1-4-8 1-4-8 9-7-4 11-1-8 9-7-4 35 -2-12 14-6-0 25-7-80-6-108-1-1412-6-0Scale = 1:79.2 Plate Offsets (X, Y): [2:0-3-0,Edge], [3:0-5-0,0-1-8], [4:0-4-0,0-1-12], [5:0-4-0,0-2-0], [6:0-6-0,0-2-0], [6:0-1-10,0-1-0], [7:0-4-0,0-1-12], [8:0-5-0,0-1-8], [9:0-3-0,Edge], [16:0-4-0,0-5-0], [17:0-4-0,0-5-0], [23:0-1-5,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.07 16-17 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.09 16-17 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.01 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.00 21-22 >999 240 BCDL 7.0 Weight: 341 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 2-5,9-6:2x6 DF 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E *Except* 17-16:2x12 DF SS WEBS 2x4 DF Stud/Std *Except* 4-7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-22,10-11. JOINTS 1 Brace at Jt(s): 23, 24 REACTIONS (lb/size)11=1080/0-3-8, 12=-259/34-0-0, 13=57/34-0-0, 14=44/34-0-0, 15=-64/34-0-0, 16=942/34-0-0, 17=961/34-0-0, 18=-91/34-0-0, 19=45/34-0-0, 20=61/34-0-0, 21=-176/34-0-0, 22=1002/34-0-0 Max Horiz 22=295 (LC 11) Max Uplift 11=-182 (LC 12), 12=-259 (LC 1), 15=-212 (LC 16), 16=-176 (LC 12), 17=-166 (LC 12), 18=-295 (LC 16), 21=-176 (LC 1), 22=-204 (LC 12) Max Grav 11=1080 (LC 1), 12=58 (LC 12), 13=67 (LC 20), 14=168 (LC 16), 15=-23 (LC 12), 16=1266 (LC 19), 17=1357 (LC 18), 18=-32 (LC 9), 19=177 (LC 16), 20=69 (LC 19), 21=57 (LC 12), 22=1002 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-600/184, 3-4=-665/240, 4-5=-728/214, 5-6=-535/224, 6-7=-729/213, 7-8=-665/255, 8-10=-600/193 BOT CHORD 1-22=-37/63, 21-22=-114/637, 20-21=-114/637, 19-20=-114/637, 18-19=-114/637, 15-18=-112/651, 14-15=-74/608, 13-14=-74/608, 12-13=-74/608, 11-12=-74/608, 10-11=-22/68 WEBS 2-17=-317/194, 3-17=-556/183, 8-16=-555/172, 9-16=-318/196, 4-23=-20/170, 23-24=-18/171, 7-24=-18/171, 9-11=-759/174, 2-22=-781/174, 5-23=-29/28, 6-23=-51/51, 6-24=-2/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-2, Interior (1) 3-8-2 to 15-11-3, Exterior(2E) 15-11-3 to 20-9-13, Exterior(2R) 20-9-13 to 25-9-4, Interior (1) 25-9-4 to 36-9-0 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 17, 176 lb uplift at joint 16, 204 lb uplift at joint 22, 212 lb uplift at joint 15, 259 lb uplift at joint 12, 295 lb uplift at joint 18, 176 lb uplift at joint 21 and 182 lb uplift at joint 11. 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)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246675C1GAttic Structural Gable 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:29 Page: 1 ID:uPItNR5TZaa77FCs9vTOFPzp6fR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x6 =3x8 =6x8 =3x8 =10x10 =5x8 =5x6 =4x4 =2x4 =5x8 =5x8 =10x10 =3x8 =6x8 =3x8 =4x6 1 14 11 10 23192013212212 17 18 2 9 3 81516 74 65 14 -6-0 1-4-7 25-9-4 1-4-7 12-4-3 3-7-0 24-4-13 3-7-0 15-11-3 4-10-11 20 -9-13 5-2-0 10-11-12 5-2-0 30 -11-4 5-9-12 5-9-12 5-9-12 36 -9-0 0-1-12 1-6-4 0-1-12 35-4-8 1-4-8 1-4-8 1-4-8 36-9-0 9-7-4 11-1-8 9-7-4 35-2-12 14 -6-0 25 -7-80-6-108-1-1412-6-0Scale = 1:87.2 Plate Offsets (X, Y): [2:0-2-8,0-3-0], [3:0-5-0,0-1-8], [4:0-4-0,0-1-12], [5:0-4-0,0-2-0], [6:0-6-0,0-2-0], [7:0-4-0,0-1-12], [8:0-5-0,0-1-8], [9:0-2-8,0-3-0], [11:Edge,0-0-8], [12:0-4-0,0-5-0], [13:0-4-0,0-5-0], [14:Edge,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.28 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT)-0.38 12-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.05 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.35 13-14 >999 240 BCDL 7.0 Weight: 278 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 2-5,9-6:2x6 DF 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E *Except* 13-12:2x12 DF SS WEBS 2x4 DF Stud/Std *Except* 4-7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-9 oc bracing: 12-13. WEBS 1 Row at midpt 2-14, 9-11 JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS (lb/size)11=2021/0-5-8, 14=2021/0-3-8 Max Horiz 14=295 (LC 11) Max Uplift 11=-366 (LC 12), 14=-396 (LC 12) Max Grav 11=2135 (LC 2), 14=2135 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2574/1087, 3-4=-1931/775, 4-5=-806/63, 5-6=-529/73, 6-7=-810/64, 7-8=-1931/810, 8-10=-2574/1128 BOT CHORD 1-14=-248/226, 11-14=-788/2093, 10-11=-244/226 WEBS 2-13=-198/200, 3-13=-554/813, 8-12=-569/814, 9-12=-199/204, 4-15=-1565/991, 15-16=-1553/1011, 7-16=-1559/1009, 2-14=-2804/837, 9-11=-2810/893, 5-15=-3/176, 6-15=-141/137, 6-16=-3/115 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-2, Interior (1) 3-8-2 to 15-11-3, Exterior(2E) 15-11-3 to 20-9-13, Exterior(2R) 20-9-13 to 25-9-4, Interior (1) 25-9-4 to 36-9-0 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Ceiling dead load (10.0 psf) on member(s). 3-4, 7-8, 4-15, 15-16, 7-16 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 11 and 396 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. 11)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246676C2Attic131J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:29 Page: 1 ID:XvR7B6d0lbffyGjNNDGFAAzp6g2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x6 =4x6 =6x8 =3x8 =10x10 =5x8 =5x6 =4x4 =2x4 =5x8 =5x8 =10x10 =3x8 =6x8 =4x6 =4x6 1 14 11 10 23192013212212 17 18 2 9 3 81516 74 65 14 -6-0 1-4-7 25-9-4 1-4-7 12-4-3 3-7-0 24-4-13 3-7-0 15-11-3 4-10-11 20 -9-13 5-2-0 10-11-12 5-2-0 30 -11-4 5-9-12 5-9-12 5-9-12 36 -9-0 0-1-12 1-6-4 0-1-12 35-4-8 1-4-8 1-4-8 1-4-8 36-9-0 9-7-4 11-1-8 9-7-4 35-2-12 14 -6-0 25 -7-80-6-108-1-1412-6-0Scale = 1:87.2 Plate Offsets (X, Y): [2:0-2-0,0-3-0], [3:0-5-0,0-1-8], [4:0-4-0,0-1-12], [5:0-4-0,0-2-0], [6:0-6-0,0-2-0], [7:0-4-0,0-1-12], [8:0-5-0,0-1-8], [9:0-2-0,0-3-0], [11:0-3-0,0-1-0], [12:0-4-0,0-5-0], [13:0-4-0,0-5-0], [14:0-3-0,0-1-0] Loading (psf)Spacing 5-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.35 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.81 Vert(CT)-0.47 12-13 >865 240 TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT)0.06 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.43 13-14 >948 240 BCDL 7.0 Weight: 556 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 2-5,9-6:2x6 DF 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E *Except* 13-12:2x12 DF SS WEBS 2x4 DF Stud/Std *Except* 4-7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 9-11 JOINTS 1 Brace at Jt(s): 5, 6, 15, 16 REACTIONS (lb/size)11=5053/0-5-8, 14=5053/0-3-8 Max Horiz 14=738 (LC 11) Max Uplift 11=-915 (LC 12), 14=-990 (LC 12) Max Grav 11=5337 (LC 2), 14=5337 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-6435/2717, 3-4=-4829/1937, 4-5=-2014/157, 5-6=-1323/183, 6-7=-2026/161, 7-8=-4828/2025, 8-10=-6436/2819 BOT CHORD 1-14=-619/566, 11-14=-1969/5234, 10-11=-610/564 WEBS 2-13=-495/500, 3-13=-1386/2033, 8-12=-1422/2035, 9-12=-497/509, 4-15=-3912/2477, 15-16=-3882/2527, 7-16=-3897/2522, 2-14=-7010/2092, 9-11=-7025/2231, 5-15=-7/441, 6-15=-351/342, 6-16=-8/287 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x12 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-2, Interior (1) 3-8-2 to 15-11-3, Exterior(2E) 15-11-3 to 20-9-13, Exterior(2R) 20-9-13 to 25-9-4, Interior (1) 25-9-4 to 36-9-0 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 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Ceiling dead load (10.0 psf) on member(s). 3-4, 7-8, 4-15, 15-16, 7-16 9)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 915 lb uplift at joint 11 and 990 lb uplift at joint 14. 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)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246677C3Attic22J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:30 Page: 1 ID:UHZucofGHDwNBZtlVdJjFbzp6g0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x4 =5x6 =3x6 =3x4 =4x4 =3x8 =3x4 =5x6 =3x4 11 1036 37 9 38 39 8 1 7 2 6 3 5 3534 4 1-4-8 20-4-8 1-4-8 -1-4-8 4-7-4 14-1-4 4-7-4 9-6-0 4-10-12 19 -0-0 4-10-12 4-10-12 9-6-0 19-0-0 9-6-0 9-6-02-7-09-8-8Scale = 1:62.5 Plate Offsets (X, Y):[8:0-3-0,0-2-12], [11:0-3-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.21 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.31 9-11 >730 240 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 9-11 >842 240 BCDL 7.0 Weight: 176 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=1052/0-3-8, 11=1052/0-3-8 Max Horiz 11=272 (LC 11) Max Uplift 8=-415 (LC 12), 11=-415 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/149, 2-3=-198/260, 3-4=-729/614, 4-5=-729/614, 5-6=-198/260, 6-7=0/149, 2-11=-351/243, 6-8=-351/243 BOT CHORD 9-11=-350/604, 8-9=-329/545 WEBS 4-9=-599/465, 5-9=-166/122, 3-9=-166/122, 3-11=-822/404, 5-8=-822/404 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-5-9 to 1-6-7, Interior (1) 1-6-7 to 9-6-0, Exterior(2R) 9-6-0 to 12-6-0, Interior (1) 12-6-0 to 20-5-9 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 11 and 415 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246678D1GCommon Structural Gable 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:30 Page: 1 ID:SaHdxfbdJ_VVoRt4XwFrMlzp6ig-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x4 =5x6 =3x4 =4x4 =5x8 =3x4 =5x6 =3x4 10 13 14 9 15 16 8 1 7 2 6 3 5 1211 4 1-4-8 20-4-8 1-4-8 -1-4-8 4-7-4 14-1-4 4-7-4 9-6-0 4-10-12 19 -0-0 4-10-12 4-10-12 9-6-0 19-0-0 9-6-0 9-6-02-7-09-8-8Scale = 1:62.5 Plate Offsets (X, Y):[8:0-3-0,0-2-12], [9:0-4-0,0-3-0], [10:0-3-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.21 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.31 9-10 >730 240 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 9-10 >842 240 BCDL 7.0 Weight: 120 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=1052/0-3-8, 10=1052/0-3-8 Max Horiz 10=272 (LC 11) Max Uplift 8=-415 (LC 12), 10=-415 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/149, 2-3=-198/260, 3-4=-729/614, 4-5=-729/614, 5-6=-198/260, 6-7=0/149, 2-10=-351/243, 6-8=-351/243 BOT CHORD 8-10=-350/604 WEBS 4-9=-599/465, 5-9=-166/122, 3-9=-166/122, 3-10=-822/404, 5-8=-822/404 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-5-9 to 1-6-7, Interior (1) 1-6-7 to 9-6-0, Exterior(2R) 9-6-0 to 12-6-0, Interior (1) 12-6-0 to 20-5-9 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 10 and 415 lb uplift at joint 8. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246679D2Common51J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:30 Page: 1 ID:OzPNLLdurblC1l1TfLIJRAzp6ie-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x4 =3x6 =4x4 =6x8 =4x6 =4x4 =4x4 1 7 6 8 9 10 5 2 43 1-9-12 1-9-12 3-1-4 4-11-0 6-5-8 11-4-8 0-2-12 1-9-12 1-7-0 1-7-0 2-11-8 4-9-4 6-7-4 11-4-84-2-140-6-104-1-30-1-114-1-34-1-30-1-114-2-14Scale = 1:37 Plate Offsets (X, Y):[2:0-1-12,0-2-0], [3:0-3-0,0-1-12], [4:0-1-8,0-1-8], [5:Edge,0-3-8], [6:0-4-0,0-4-8], [7:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.12 5-6 >927 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.15 5-6 >734 240 TCDL 7.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 5-6 >999 240 BCDL 7.0 Weight: 66 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=1239/ Mechanical, 7=1294/0-5-8 Max Horiz 7=145 (LC 7) Max Uplift 5=-500 (LC 5), 7=-500 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/231, 2-3=-1236/479, 3-4=-940/411, 4-5=-768/335 BOT CHORD 1-7=-132/60, 6-7=-206/78, 5-6=-62/82 WEBS 2-7=-1547/558, 2-6=-444/1212, 3-6=-213/415, 4-6=-453/990 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 500 lb uplift at joint 5 and 500 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 179 lb up at 4-11-0, 353 lb down and 122 lb up at 5-5-4, and 410 lb down and 122 lb up at 7-5-4, and 410 lb down and 122 lb up at 9-5-4 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 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 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 1-5=-14 Concentrated Loads (lb) Vert: 6=-260 (B), 8=-353 (B), 9=-410 (B), 10=-410 (B) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246680E1Half Hip Girder 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:31 Page: 1 ID:6u09Smk9Ug0oEHoOESTgrHzp6iU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x6 =2x4 =3x4 =3x8 =4x4 =3x4 =2x4 12 13 1 7 11 6 5 2 8 41093 1-9-12 1-9-12 4-5-4 6-3-0 5-1-8 11-4-8 0-2-12 1-9-12 1-7-0 1-7-0 4-3-8 6-1-4 5-3-4 11-4-85-2-140-6-105-1-30-1-115-1-35-1-30-1-115-2-14Scale = 1:41.4 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [2:0-1-12,0-1-8], [3:0-2-0,0-1-12], [4:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.02 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.03 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.05 5-6 >999 240 BCDL 7.0 Weight: 63 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=444/ Mechanical, 7=656/0-5-8 Max Horiz 7=187 (LC 11) Max Uplift 5=-249 (LC 9), 7=-243 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/111, 2-3=-399/341, 3-4=-239/322, 4-5=-409/364 BOT CHORD 1-7=-19/44, 6-7=-313/213, 5-6=-78/76 WEBS 2-7=-605/422, 2-6=-187/257, 3-6=-228/65, 4-6=-423/302 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-3-0, Exterior(2R) 6-3-0 to 10-5-15, Interior (1) 10-5-15 to 11-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 249 lb uplift at joint 5 and 243 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246681E2Half Hip 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:31 Page: 1 ID:2TYdA08Q1cqlslYztf5AMxzp6jF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x6 =2x4 =3x4 =3x8 =4x4 =3x4 =2x4 1112 1 7 6 13 5 2 8 9 4103 1-9-12 1-9-12 3-9-8 11-4-8 5-9-4 7-7-0 0-2-12 1-9-12 1-7-0 1-7-0 3-11-4 11-4-8 5-7-8 7-5-46-2-140-6-106-1-30-1-116-1-36-1-30-1-116-2-14Scale = 1:45.9 Plate Offsets (X, Y):[1:0-3-0,0-0-7], [2:0-1-12,0-1-8], [3:0-2-0,0-1-12], [4:0-1-12,0-1-8], [5:0-2-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)0.05 6-7 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.03 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 67 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. REACTIONS (lb/size)5=444/ Mechanical, 7=656/0-5-8 Max Horiz 7=226 (LC 11) Max Uplift 5=-257 (LC 9), 7=-239 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-46/75, 2-3=-392/279, 3-4=-197/285, 4-5=-423/457 BOT CHORD 1-7=-71/66, 6-7=-457/293, 5-6=-100/107 WEBS 3-6=-261/100, 4-6=-503/348, 2-7=-597/316, 2-6=-101/163 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-7-0, Exterior(2E) 7-7-0 to 11-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 257 lb uplift at joint 5 and 239 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246682E3Half Hip 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:31 Page: 1 ID:MhNXyTbnATATrRbx1aGjAfzWR0i-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x4 =5x6 =4x8 =4x6 =3x4 =3x6 8 6 5 4 1 7 32 2-5-8 10-0-0 7-6-8 7-6-8 0-2-8 0-2-8 2-7-4 10-0-0 7-2-4 7-4-127-2-141-7-07-1-30-1-117-1-37-1-30-1-117-2-14Scale = 1:46.1 Plate Offsets (X, Y):[1:0-3-4,0-1-8], [3:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.06 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.11 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.68 Horz(CT)-0.01 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.15 5-6 >769 240 BCDL 7.0 Weight: 68 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 6-1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=476/ Mechanical, 6=476/0-5-8 Max Horiz 6=261 (LC 11) Max Uplift 4=-267 (LC 9), 6=-166 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-388/255, 2-3=-169/300, 3-4=-478/658, 1-6=-426/250 BOT CHORD 5-6=-660/416, 4-5=-121/133 WEBS 2-5=-385/258, 3-5=-752/499, 1-5=-229/337 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-6-8, Exterior(2E) 7-6-8 to 9-10-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 267 lb uplift at joint 4 and 166 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246683E4Half Hip 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:31 Page: 1 ID:jwirZ_sa_ExMUqGAJBft3IzWR0M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =2x4 =3x4 =3x4 =3x4 =4x4 =5x8 =3x4 7 10 6 11 12 5 1 8 2 9 43 4-2-12 4-2-12 4-7-12 8-10 -8 1-1-8 10-0-0 0-2-8 0-2-8 4-0-4 4-2-12 5-9-4 10 -0-08-2-141-7-08-1-30-1-118-1-38-1-30-1-118-2-14Scale = 1:54.4 Plate Offsets (X, Y):[1:0-1-8,0-1-8], [2:0-1-12,0-1-8], [3:0-2-0,0-2-2], [5:0-4-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)0.06 5-6 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.18 Vert(CT)-0.04 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.32 Horz(CT)-0.01 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 72 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (lb/size)5=486/ Mechanical, 7=462/0-5-8 Max Horiz 7=300 (LC 11) Max Uplift 5=-283 (LC 9), 7=-156 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-443/361, 2-3=-226/152, 3-4=-145/163, 4-5=-107/114, 1-7=-438/338 BOT CHORD 6-7=-527/386, 5-6=-525/288 WEBS 3-5=-300/340, 1-6=-210/263, 2-6=-311/149, 2-5=-341/514 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-10-8, Exterior(2E) 8-10-8 to 9-10-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 283 lb uplift at joint 5 and 156 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246684E5Half Hip 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:32 Page: 1 ID:dQwLgcWsj8kL4WQwBg9R6Uzp6im-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =2x4 =3x4 =4x4 =3x8 =3x4 =3x6 6 9 10 5 4 1 7 8 2 3 0-5-12 4-10 -4 4-10 -4 1-0-12 5-11-0 0-2-8 0-2-8 0-11-0 5-11-0 4-9-8 5-0-04-7-128-3-78-3-7Scale = 1:57.9 Plate Offsets (X, Y):[1:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)0.06 5-6 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.03 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 63 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* 3-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. WEBS 1 Row at midpt 3-4, 3-5 REACTIONS (lb/size)4=276/ Mechanical, 6=276/0-5-8 Max Horiz 6=299 (LC 9) Max Uplift 4=-311 (LC 9), 6=-146 (LC 8) Max Grav 4=304 (LC 17), 6=319 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-197/175, 2-3=-143/201, 3-4=-379/944, 1-6=-324/255 BOT CHORD 5-6=-520/415, 4-5=-152/165 WEBS 2-5=-218/245, 3-5=-923/361, 1-5=-350/435 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-10-4, Exterior(2E) 4-10-4 to 5-9-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 311 lb uplift at joint 4 and 146 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246685E6Half Hip 4 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:32 Page: 1 ID:dQwLgcWsj8kL4WQwBg9R6Uzp6im-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 1612 =3x6 =4x4 =3x6 51 15 2 6 16 4 3 1-6-0 -1-6-0 1-6-0 10-10-0 4-8-0 9-4-0 4-8-0 4-8-0 4-8-0 9-4-0 4-8-0 4-8-08-8-80-7-86-10-3Scale = 1:49.3 Plate Offsets (X, Y):[2:0-3-0,0-1-2], [4:0-3-0,0-1-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)0.02 4-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.02 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.02 2-6 >999 240 BCDL 7.0 Weight: 63 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=591/0-3-8, 4=591/0-3-8 Max Horiz 2=-247 (LC 10) Max Uplift 2=-240 (LC 12), 4=-240 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/200, 2-3=-435/214, 3-4=-435/215, 4-5=0/200 BOT CHORD 2-6=-117/189, 4-6=-117/189 WEBS 3-6=-192/183 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-6 to 1-4-10, Interior (1) 1-4-10 to 4-8-0, Exterior(2R) 4-8-0 to 7-8-0, Interior (1) 7-8-0 to 10-11-6 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 35.0 psf on overhangs non-concurrent with other live loads. 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 3-06-00 tall by 2-00-00 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 240 lb uplift at joint 2 and 240 lb uplift at joint 4. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246686G1GCommon Structural Gable 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:32 Page: 1 ID:OzPNLLdurblC1l1TfLIJRAzp6ie-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 1612 =2x4 =3x4 =4x4 =3x8 =3x4 =2x4 6 5 4 1 3 2 3-2-0 3-2-0 3-2-0 6-4-0 3-2-0 6-4-0 3-2-0 3-2-02-7-86-10-3Scale = 1:43.4 Plate Offsets (X, Y):[1:0-1-0,0-1-8], [3:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 5-6 >999 240 BCDL 7.0 Weight: 48 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=296/0-3-8, 6=296/0-3-8 Max Horiz 6=206 (LC 11) Max Uplift 4=-114 (LC 9), 6=-114 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-200/156, 2-3=-200/156, 1-6=-279/198, 3-4=-279/198 BOT CHORD 5-6=-197/172, 4-5=-46/50 WEBS 2-5=-138/63, 1-5=-114/126, 3-5=-114/126 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 6 and 114 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246687G2Common21J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:32 Page: 1 ID:OzPNLLdurblC1l1TfLIJRAzp6ie-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =3x4 1 10 9 8 7 6 5 2 4 1211 3 4-4-8 4-4-8 4-4-8 8-9-0 1-4-8 1-4-8 1-6-4 8-9-0 5-10-4 7-2-120-6-103-10-0Scale = 1:31.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 7-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 9-10 >999 240 BCDL 7.0 Weight: 36 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 8-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=48/0-3-8, 7=240/6-0-0, 8=282/6-0-0, 9=240/6-0-0, 10=48/0-3-8 Max Horiz 9=-80 (LC 10) Max Uplift 6=-59 (LC 11), 7=-118 (LC 12), 9=-90 (LC 12), 10=-62 (LC 10) Max Grav 6=83 (LC 17), 7=265 (LC 18), 8=282 (LC 1), 9=266 (LC 17), 10=85 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-172/197, 2-3=-45/136, 3-4=-45/136, 4-5=-171/197 BOT CHORD 1-10=-99/187, 9-10=-99/187, 8-9=-98/187, 7-8=-98/187, 6-7=-98/187, 5-6=-98/187 WEBS 3-8=-248/27, 2-9=-243/303, 4-7=-243/303 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 4-4-8, Corner(3R) 4-4-8 to 7-4-8, Exterior(2N) 7-4-8 to 8-9-0 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 90 lb uplift at joint 9, 118 lb uplift at joint 7, 62 lb uplift at joint 10 and 59 lb uplift at joint 6. 8)Non Standard bearing condition. Review required. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246688H1GCommon Structural Gable 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:33 Page: 1 ID:SaHdxfbdJ_VVoRt4XwFrMlzp6ig-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x4 =2x4 =4x4 =2x4 =4x4 1 5 8 4 3 6 7 2 4-4-8 4-4-8 4-4-8 8-9-0 0-2-12 7-4-8 0-2-12 1-7-4 1-4-8 1-4-8 1-4-8 8-9-0 5-6-8 7-1-120-6-103-10-0Scale = 1:36 Plate Offsets (X, Y):[1:0-1-7,0-2-0], [2:0-2-0,0-1-4], [3:0-1-7,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.02 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.04 4-5 >999 240 BCDL 7.0 Weight: 40 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=429/0-5-8, 5=429/0-5-8 Max Horiz 5=-80 (LC 10) Max Uplift 4=-127 (LC 12), 5=-168 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/356, 2-3=-62/356 BOT CHORD 1-5=-218/133, 4-5=-34/88, 3-4=-218/133 WEBS 2-5=-453/169, 2-4=-453/169 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-4-8, Exterior(2R) 4-4-8 to 7-4-8, Interior (1) 7-4-8 to 8-9-0 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 127 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246689H2Common81J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:33 Page: 1 ID:OzPNLLdurblC1l1TfLIJRAzp6ie-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =2x4 =3x4 =4x4 =3x8 =3x4 =2x4 6 5 4 31 2 3-0-0 3-0-0 3-0-0 6-0-0 3-0-0 3-0-0 3-0-0 6-0-01-7-03-10-0Scale = 1:30 Plate Offsets (X, Y):[1:0-1-12,0-1-8], [3:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.01 5-6 >999 240 BCDL 7.0 Weight: 34 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=280/0-5-8, 6=280/0-5-8 Max Horiz 6=-98 (LC 10) Max Uplift 4=-107 (LC 12), 6=-107 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-204/251, 2-3=-204/251, 1-6=-264/294, 3-4=-264/295 BOT CHORD 5-6=-92/79, 4-5=-26/28 WEBS 2-5=-141/58, 1-5=-163/130, 3-5=-164/130 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 6 and 107 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246690H3Common21J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:33 Page: 1 ID:OzPNLLdurblC1l1TfLIJRAzp6ie-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =2x4 =3x4 =4x4 =3x8 =3x4 =2x4 6 5 7 4 1 2 3 1-5-8 1-5-8 2-6-8 4-0-0 0-2-8 0-2-8 1-4-12 1-7-4 2-4-12 4-0-01-7-02-8-22-8-2Scale = 1:30.3 Plate Offsets (X, Y):[1:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.11 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 4-5 >999 240 BCDL 7.0 Weight: 27 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=363/ Mechanical, 6=735/0-5-8 Max Horiz 6=86 (LC 5) Max Uplift 4=-252 (LC 5), 6=-331 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-249/189, 2-3=-183/169, 3-4=-278/208, 1-6=-345/231 BOT CHORD 5-6=-81/48, 4-5=-32/29 WEBS 2-5=-243/85, 3-5=-236/270, 1-5=-193/250 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 252 lb uplift at joint 4 and 331 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 92 lb up at 0-1-12, 123 lb down and 611 lb up at 1-5-8, and 63 lb down and 77 lb up at 2-0-12, and 410 lb down and 90 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-3=-84, 4-6=-14 Concentrated Loads (lb) Vert: 6=-418 (F), 5=144 (B), 7=-460 (F=-410, B=-50) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246691J1Half Hip Girder 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:33 Page: 1 ID:a4aXf6lnFz8fsRNao9_vOUzp6iT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x6 =3x4 =4x4 =6x8 =3x4 =3x6 6 5 7 4 1 2 3 1-5-8 1-5-8 2-6-8 4-0-0 0-8-0 0-8-0 0-11-4 1-7-4 2-4-12 4-0-03-7-04-8-23-7-04-8-2Scale = 1:41.6 Plate Offsets (X, Y):[1:0-1-12,0-1-8], [5:0-4-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.16 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.01 4-5 >999 240 BCDL 7.0 Weight: 40 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=442/ Mechanical, 6=838/ Mechanical Max Horiz 6=158 (LC 5) Max Uplift 4=-483 (LC 5), 6=-592 (LC 4) Max Grav 4=518 (LC 13), 6=899 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-225/231, 2-3=-167/201, 3-4=-422/407, 1-6=-557/485 BOT CHORD 5-6=-145/101, 4-5=-60/54 WEBS 2-5=-147/106, 3-5=-415/386, 1-5=-409/432 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 483 lb uplift at joint 4 and 592 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 78 lb up at 0-1-12, 278 lb down and 469 lb up at 1-5-8, and 157 lb down and 180 lb up at 2-0-12, and 410 lb down and 78 lb up at 2-0-12 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 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 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-3=-84, 4-6=-14 Concentrated Loads (lb) Vert: 6=-418 (B), 5=21 (F), 7=-519 (F=-109, B=-410) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246692J2Half Hip Girder 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:33 Page: 1 ID:a4aXf6lnFz8fsRNao9_vOUzp6iT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661=2x4 =4x4 =4x4 =2x4 4 5 3 1 2 4-0-0 4-0-04-0-04-0-0Scale = 1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)-0.03 3-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.04 3-4 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 3-4 >999 240 BCDL 7.0 Weight: 63 lb FT = 0% LUMBER TOP CHORD 2x6 DF 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=837/ Mechanical, 4=837/ Mechanical Max Horiz 4=128 (LC 5) Max Uplift 3=-400 (LC 5), 4=-400 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-170/123, 1-2=-50/45, 2-3=-156/62 BOT CHORD 3-4=-114/99 WEBS 1-3=-88/88 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 400 lb uplift at joint 4 and 400 lb uplift at joint 3. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1349 lb down and 502 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 3-4=-14 Concentrated Loads (lb) Vert: 5=-1311 (B) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246693K1Flat Girder 1 2J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:34 Page: 1 ID:2H8vtSmP0HGVTbymMtW8wizp6iS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =3x4 =3x4 =3x6 =3x4 =3x6 =3x6 =3x4 =3x6 =3x8 1 2 15 1413 12 11 10 4 16 5 6 17 7 8 18 93 0-10-5 -0-10 -5 1-2-11 1-2-11 17-4-4 18-6-15 18 -6-151-0-120-4-30-9-100-1-140-9-100-9-100-1-140-11-8Scale = 1:40.5 Plate Offsets (X, Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 53 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=173/18-6-15, 10=137/18-6-15, 11=389/18-6-15, 12=392/18-6-15, 13=398/18-6-15, 15=365/18-6-15 Max Horiz 2=25 (LC 13) Max Uplift 2=-44 (LC 14), 10=-35 (LC 11), 11=-99 (LC 11), 12=-104 (LC 11), 13=-107 (LC 10), 15=-85 (LC 10) Max Grav 2=253 (LC 30), 10=216 (LC 29), 11=631 (LC 29), 12=628 (LC 29), 13=645 (LC 29), 15=559 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-116/37, 3-4=-85/39, 4-5=-77/37, 5-6=-77/37, 6-8=-77/37, 8-9=-77/37, 9-10=-200/83 BOT CHORD 2-15=-39/77, 13-15=-39/77, 12-13=-39/77, 11-12=-39/77, 10-11=-39/77 WEBS 4-15=-502/151, 5-13=-589/167, 6-12=-572/163, 8-11=-572/185 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-11 to 2-2-0, Corner(3R) 2-2-0 to 5-2-0, Exterior(2N) 5-2-0 to 19-4-8 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 10, 44 lb uplift at joint 2, 85 lb uplift at joint 15, 107 lb uplift at joint 13, 104 lb uplift at joint 12 and 99 lb uplift at joint 11. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246694PBB1Piggyback11J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:34 Page: 1 ID:RzQkXMQ?1yZpLjz5tFsCMuzWQsc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =3x4 =3x4 =3x4 1 2 14 1312 11 10 9 3 4 15 5 16 6 17 7 18 8 0-10-5 -0-10-5 2-7-9 2-7-9 15-11-6 18 -6-15 18 -6-151-9-30-4-31-7-151-7-15Scale = 1:38.7 Plate Offsets (X, Y):[3:0-2-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 9 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 59 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=175/18-6-15, 9=136/18-6-15, 10=390/18-6-15, 11=391/18-6-15, 12=401/18-6-15, 14=360/18-6-15 Max Horiz 2=57 (LC 11) Max Uplift 2=-42 (LC 14), 9=-35 (LC 11), 10=-99 (LC 11), 11=-104 (LC 11), 12=-112 (LC 10), 14=-57 (LC 10) Max Grav 2=296 (LC 30), 9=215 (LC 29), 10=633 (LC 29), 11=622 (LC 29), 12=668 (LC 29), 14=427 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-114/43, 3-4=-36/35, 4-5=-36/35, 5-6=-36/35, 6-7=-36/35, 7-8=-36/35, 8-9=-197/81 BOT CHORD 2-14=-27/30, 12-14=-27/30, 11-12=-27/30, 10-11=-27/30, 9-10=-27/30 WEBS 4-14=-377/172, 5-12=-610/166, 6-11=-566/164, 7-10=-576/187 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-11 to 3-6-14, Corner(3R) 3-6-14 to 6-6-14, Exterior(2N) 6-6-14 to 19-4-8 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 9, 42 lb uplift at joint 2, 57 lb uplift at joint 14, 112 lb uplift at joint 12, 104 lb uplift at joint 11 and 99 lb uplift at joint 10. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246695PBB2Piggyback11J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:34 Page: 1 ID:S2XSocEf0r7AVAA9sX496EzWQrY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =2x4 =4x4 =2x4 =2x4 1 5 2 6 4 3 0-7-8 4-1-13 0-7-8 -0-7-8 1-9-3 3-6-5 1-9-3 1-9-3 3-6-51-9-120-4-101-8-8Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 14 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=138/3-6-5, 4=138/3-6-5, 6=136/3-6-5 Max Horiz 2=37 (LC 11) Max Uplift 2=-44 (LC 12), 4=-44 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-77/43, 3-4=-77/47, 4-5=0/32 BOT CHORD 2-6=-9/33, 4-6=-9/33 WEBS 3-6=-105/47 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 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 44 lb uplift at joint 2 and 44 lb uplift at joint 4. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246696PBC1Piggyback141J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:35 Page: 1 ID:ap265IY7Fl?3JqaJI5BvCvzp6ik-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =2x4 =2x4 =4x4 =2x4 1 5 2 6 4 3 0-7-8 4-1-13 0-7-8 -0-7-8 1-9-3 3-6-5 1-9-3 1-9-3 3-6-51-9-120-4-101-8-8Scale = 1:24.6 Loading (psf)Spacing 4-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 29 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=276/3-6-5, 4=276/3-6-5, 6=272/3-6-5 Max Horiz 2=74 (LC 11) Max Uplift 2=-89 (LC 12), 4=-89 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63, 2-3=-154/81, 3-4=-154/84, 4-5=0/63 BOT CHORD 2-6=-18/65, 4-6=-18/65 WEBS 3-6=-210/84 NOTES 1)2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails 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=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 4) 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. 5)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 2 and 89 lb uplift at joint 4. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246697PBC2Piggyback22J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:35 Page: 1 ID:ap265IY7Fl?3JqaJI5BvCvzp6ik-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 1012 =3x4 =3x4 =3x4 =5x6 1 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2 34 3 4 5 6 7 8 9 10 11 35 12 13 14 15 3616 17 18 13-5-11 13-5-11 15-10-4 29-3-15 29-3-1511-3-00-0-411-3-0Scale = 1:68.8 Plate Offsets (X, Y):[9:0-2-0,0-1-13], [26:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 26 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 257 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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.): 9-18. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 18-19, 8-28, 10-27, 11-26, 12-25, 13-24, 14-23, 15-22, 16-21, 17-20 REACTIONS (lb/size)1=58/29-4-4, 19=44/29-4-4, 20=165/29-4-4, 21=204/29-4-4, 22=195/29-4-4, 23=196/29-4-4, 24=196/29-4-4, 25=197/29-4-4, 26=195/29-4-4, 27=197/29-4-4, 28=195/29-4-4, 29=196/29-4-4, 30=196/29-4-4, 31=196/29-4-4, 32=196/29-4-4, 33=196/29-4-4 Max Horiz 1=352 (LC 12) Max Uplift 1=-94 (LC 10), 19=-11 (LC 9), 20=-35 (LC 9), 21=-46 (LC 9), 22=-44 (LC 9), 23=-44 (LC 9), 24=-44 (LC 9), 25=-43 (LC 9), 26=-27 (LC 12), 27=-46 (LC 12), 28=-75 (LC 12), 29=-75 (LC 12), 30=-75 (LC 12), 31=-75 (LC 12), 32=-75 (LC 12), 33=-75 (LC 12) Max Grav 1=271 (LC 12), 19=44 (LC 1), 20=165 (LC 1), 21=204 (LC 1), 22=195 (LC 1), 23=196 (LC 1), 24=196 (LC 1), 25=197 (LC 1), 26=195 (LC 1), 27=197 (LC 1), 28=195 (LC 1), 29=196 (LC 1), 30=196 (LC 1), 31=196 (LC 1), 32=196 (LC 1), 33=196 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-527/310, 2-3=-447/264, 3-4=-363/215, 4-5=-279/167, 5-7=-196/119, 7-8=-112/71, 8-9=-54/22, 9-10=0/1, 10-11=0/1, 11-12=0/0, 12-13=0/0, 13-14=0/0, 14-15=0/0, 15-16=0/0, 16-17=0/0, 17-18=0/0, 18-19=-38/15 BOT CHORD 1-33=-1/0, 32-33=-1/0, 31-32=-1/0, 30-31=-1/0, 29-30=-1/0, 28-29=-1/0, 27-28=-1/0, 25-27=-1/0, 24-25=0/0, 23-24=0/0, 22-23=0/0, 21-22=0/0, 20-21=0/0, 19-20=0/0 WEBS 2-33=-164/111, 3-32=-169/116, 4-31=-168/113, 5-30=-168/114, 7-29=-168/114, 8-28=-167/113, 10-27=-170/79, 11-26=-167/56, 12-25=-168/61, 13-24=-168/61, 14-23=-168/60, 15-22=-167/60, 16-21=-175/63, 17-20=-141/51 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-13 to 3-4-13, Exterior(2N) 3-4-13 to 13-6-0, Corner(3R) 13-6-0 to 16-6-0, Exterior(2N) 16-6-0 to 29-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246698XFBLay-In Gable 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:35 Page: 1 ID:vMOr1GpdpbGvL19UxlyUKLzWQtO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 19, 75 lb uplift at joint 33, 75 lb uplift at joint 32, 75 lb uplift at joint 31, 75 lb uplift at joint 30, 75 lb uplift at joint 29, 75 lb uplift at joint 28, 46 lb uplift at joint 27, 27 lb uplift at joint 26, 43 lb uplift at joint 25, 44 lb uplift at joint 24, 44 lb uplift at joint 23, 44 lb uplift at joint 22, 46 lb uplift at joint 21, 35 lb uplift at joint 20 and 94 lb uplift at joint 1. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246698XFBLay-In Gable 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:35 Page: 2 ID:vMOr1GpdpbGvL19UxlyUKLzWQtO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 20.1212 =2x4 =2x4 =2x4 =2x4 =2x4 =4x4 =2x4 =3x6 =3x4 1 9 8 7 2 3 4 5 6 1-0-12 6-5-6 5-4-10 5-4-10 6-5-69-0-90-0-49-0-9Scale = 1:60.3 Plate Offsets (X, Y):[1:0-1-12,Edge], [4:0-1-12,0-1-10], [5:0-2-8,0-1-0], [6:Edge,0-1-8], [7:0-2-6,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 59 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (lb/size)1=71/6-5-6, 7=111/6-5-6, 8=207/6-5-6, 9=202/6-5-6 Max Horiz 1=340 (LC 9) Max Uplift 1=-297 (LC 10), 7=-163 (LC 11), 8=-188 (LC 12), 9=-228 (LC 12) Max Grav 1=388 (LC 9), 7=156 (LC 19), 8=299 (LC 17), 9=296 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-790/773, 2-3=-553/558, 3-4=-195/203, 4-5=-154/166, 5-6=-160/173, 6-7=-285/313 BOT CHORD 1-9=-176/193, 8-9=-176/193, 7-8=-176/193 WEBS 2-9=-359/342, 3-8=-430/396, 5-7=-521/463 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-1 to 3-3-1, Interior (1) 3-3-1 to 5-4-12, Exterior(2E) 5-4-12 to 6-3-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 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 297 lb uplift at joint 1, 163 lb uplift at joint 7, 228 lb uplift at joint 9 and 188 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. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246699XFELay-In Gable 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:35 Page: 1 ID:xUXqvZKwuCxNlI3mN0t5QWzWR2L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 4.9912 =3x4 =3x8 =2x4 =3x4 =3x4 =3x4 =3x4 =2x4 18 19 1 9 15 1617 8 7 6 2 10 1112 3 13 14 45 3-2-3 3-2-3 4-0-13 7-3-0 3-10-3 11-1-3 0-2-8 11-1-3 0-5-1 3-2-3 2-9-2 2-9-2 3-7-11 10-10-11 4-0-13 7-3-05-2-10-6-105-2-1Scale = 1:44.4 Plate Offsets (X, Y):[1:Edge,0-1-3], [1:0-2-13,Edge], [4:0-2-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.02 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)0.02 8-9 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.00 7 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.02 7-8 >999 240 BCDL 7.0 Weight: 56 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS (lb/size)7=534/ Mechanical, 9=638/0-9-15 Max Horiz 9=187 (LC 7) Max Uplift 7=-350 (LC 7), 9=-465 (LC 10) Max Grav 7=649 (LC 14), 9=758 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-124/432, 2-3=-401/252, 3-4=-168/97, 4-5=-10/0, 4-7=-318/98 BOT CHORD 1-9=-333/131, 8-9=-333/96, 7-8=-274/319, 6-7=0/0 WEBS 2-9=-776/299, 2-8=-199/597, 3-8=-242/45, 3-7=-401/304 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 350 lb uplift at joint 7 and 465 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 359 lb up at 3-11-1, 109 lb down and 54 lb up at 6-0-2, 53 lb down and 46 lb up at 6-3-14, and 75 lb down and 68 lb up at 8-8-12, and 311 lb down and 95 lb up at 9-7-6 on top chord, and 40 lb down and 293 lb up at 3-11-1, 0 lb down and 39 lb up at 6-0-2, 14 lb down and 47 lb up at 6-3-14, and 2 lb down and 45 lb up at 8-8-12, and 46 lb down and 66 lb up at 9-7-6 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 1-6=-14 Concentrated Loads (lb) Vert: 10=74 (B), 11=-21 (F), 12=18 (B), 14=-230 (F), 15=92 (B), 16=2 (F), 17=16 (B), 18=11 (B), 19=-46 (F) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246700YR1Diagonal Hip Girder 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:36 Page: 1 ID:RTSeQRAzPRwplJJ5pm3UO6zWRWE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 4.99 12 =3x4 =3x6 =2x4 =3x4 =3x4 =2x4 1 7 12 13 14 6 5 8 2 9 10 11 3 4 3-2-1 3-2-1 5-7-2 8-9-4 0-2-8 8-9-4 0-4-15 3-2-1 2-9-2 2-9-2 5-4-10 8-6-124-2-70-6-104-2-7Scale = 1:37.3 Plate Offsets (X, Y):[1:Edge,0-1-3], [1:0-1-5,0-5-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)0.05 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.18 Vert(CT)0.05 6-7 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.15 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.04 6-7 >999 240 BCDL 7.0 Weight: 40 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=159/ Mechanical, 7=534/0-9-15 Max Horiz 7=149 (LC 31) Max Uplift 6=-185 (LC 7), 7=-365 (LC 10) Max Grav 6=273 (LC 14), 7=737 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/428, 2-3=-139/78, 3-4=-10/0, 3-6=-299/78 BOT CHORD 1-7=-304/142, 6-7=-304/113, 5-6=0/0 WEBS 2-7=-752/168, 2-6=-68/316 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 185 lb uplift at joint 6 and 365 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 360 lb up at 3-11-15, and 105 lb down and 53 lb up at 6-0-2, and 54 lb down and 47 lb up at 6-4-13 on top chord, and 39 lb down and 254 lb up at 3-11-15, and 38 lb up at 6-0-2, and 14 lb down and 46 lb up at 6-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 1-5=-14 Concentrated Loads (lb) Vert: 9=68 (F), 10=-17 (B), 11=17 (F), 12=81 (F), 13=3 (B), 14=15 (F) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246701YR3Diagonal Hip Girder 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:36 Page: 1 ID:anJqrKy6K6_jQ9COZCCV_czWRVE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 4.99 12 =3x4 =3x6 =2x4 =3x4 =5x6 =2x4 9 1 7 6 5 2 8 3 4 1-10-1 5-0-3 3-2-1 3-2-1 0-2-8 5-0-3 0-4-15 3-2-1 1-7-9 4-9-11 2-9-2 2-9-22-7-110-6-102-7-11Scale = 1:33.8 Plate Offsets (X, Y):[1:Edge,0-1-3], [1:0-1-5,0-5-11], [6:0-3-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)0.00 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)0.00 6-7 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.24 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 6-7 >999 240 BCDL 7.0 Weight: 22 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=-275/ Mechanical, 7=619/0-9-15 Max Horiz 7=89 (LC 7) Max Uplift 6=-598 (LC 27), 7=-313 (LC 10) Max Grav 6=111 (LC 32), 7=945 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-113/544, 2-3=-90/44, 3-4=-10/0, 3-6=-23/102 BOT CHORD 1-7=-393/119, 6-7=-393/101, 5-6=0/0 WEBS 2-7=-928/207, 2-6=-101/545 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 598 lb uplift at joint 6 and 313 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 348 lb up at 3-11-15 on top chord, and 38 lb down and 254 lb up at 3-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 1-5=-14 Concentrated Loads (lb) Vert: 8=67 (F), 9=81 (F) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246702YR5Jack-Closed Girder 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:36 Page: 1 ID:l9?QjvHgkiWlnSLnC4i36WzWRUo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 4.99 12 =2x4 =3x4 =3x4 =2x4 7 9 6 5 1 2 8 3 4 2-5-12 -2-5-12 2-6-7 2-6-7 0-3-6 0-3-6 0-2-8 2-6-7 2-0-9 2-3-154-7-113-7-04-7-11Scale = 1:36.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)0.01 6-7 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)0.01 6-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 25 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=-32/ Mechanical, 7=457/0-9-15 Max Horiz 7=176 (LC 7) Max Uplift 6=-481 (LC 7), 7=-360 (LC 6) Max Grav 6=262 (LC 8), 7=707 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/159, 2-3=-132/102, 3-4=-10/0, 3-6=-139/257, 2-7=-692/229 BOT CHORD 6-7=-162/81, 5-6=0/0 WEBS 2-6=-117/198 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 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 3-06-00 tall by 2-00-00 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 481 lb uplift at joint 6 and 360 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 259 lb up at 1-6-3 on top chord, and 190 lb down and 311 lb up at 1-6-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-3=-84, 3-4=-84, 5-7=-14 Concentrated Loads (lb) Vert: 8=35 (B) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246703YR7Jack-Closed Girder 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:37 Page: 1 ID:?R6glcpecwxfR382Dc_8MazWRU7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =3x4 =3x6 =2x4 =3x4 =3x4 =4x4 =3x4 1 6 10 11 5 2 7 8 3 9 4 1-9-12 1-9-12 2-9-15 4-7-11 4-8-13 9-4-8 0-2-12 1-9-12 1-7-0 1-7-0 7-6-12 9-4-85-2-80-6-45-2-8Scale = 1:42.6 Plate Offsets (X, Y):[1:Edge,0-0-15], [1:0-0-13,0-5-8], [5:0-1-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.07 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 5-6 >754 240 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.17 5-6 >531 240 BCDL 7.0 Weight: 47 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=342/ Mechanical, 6=563/0-5-8 Max Horiz 6=187 (LC 13) Max Uplift 5=-163 (LC 11), 6=-205 (LC 14) Max Grav 5=527 (LC 18), 6=711 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-107/164, 2-3=-91/180, 3-4=-177/103, 4-5=-264/147 BOT CHORD 1-6=-107/79, 5-6=-375/415 WEBS 2-6=-174/103, 3-6=-628/41, 3-5=-450/328 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 163 lb uplift at joint 5 and 205 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246704Z1Jack-Closed 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:37 Page: 1 ID:?P1F4PgdklUPXRfAhKTsx3zWRhC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =3x4 =3x6 =2x4 =2x4 1 5 4910 6 2 7 8 3 1-9-12 1-9-12 6-3-8 8-1-4 0-2-12 1-9-12 1-7-0 1-7-0 6-3-8 8-1-44-7-40-6-104-7-4Scale = 1:37.4 Plate Offsets (X, Y):[1:Edge,0-1-2], [1:0-1-3,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.09 4-5 >837 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.13 4-5 >562 240 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT)-0.14 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.22 4-5 >341 240 BCDL 7.0 Weight: 25 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=226/ Mechanical, 4=53/ Mechanical, 5=509/0-5-8 Max Horiz 5=137 (LC 14) Max Uplift 3=-98 (LC 14), 4=-56 (LC 14), 5=-148 (LC 14) Max Grav 3=368 (LC 18), 4=94 (LC 5), 5=686 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-235/144, 2-3=-211/127 BOT CHORD 1-5=-104/229, 4-5=0/0 WEBS 2-5=-741/263 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-0-8 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 98 lb uplift at joint 3, 56 lb uplift at joint 4 and 148 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246705Z1AJack-Open 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:37 Page: 1 ID:XlWk?h4Kyuek_VgW7lZcm1zWRgh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 6 12 =3x4 =3x6 =2x4 =2x4 1 8 5 9 4 6 2 7 3 1-9-12 1-9-12 3-3-8 5-1-4 0-2-12 1-9-12 1-7-0 1-7-0 3-3-8 5-1-43-0-140-6-43-0-14Scale = 1:31.4 Plate Offsets (X, Y):[1:Edge,0-0-15], [1:0-0-13,0-5-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.01 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 4-5 >999 240 BCDL 7.0 Weight: 17 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=101/ Mechanical, 4=7/ Mechanical, 5=386/0-5-8 Max Horiz 5=88 (LC 14) Max Uplift 3=-50 (LC 14), 4=-31 (LC 11), 5=-110 (LC 14) Max Grav 3=163 (LC 18), 4=39 (LC 5), 5=585 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-185/115, 2-3=-122/53 BOT CHORD 1-5=-78/184, 4-5=0/0 WEBS 2-5=-492/241 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-0-8 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 50 lb uplift at joint 3, 31 lb uplift at joint 4 and 110 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246706Z1BJack-Open 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:37 Page: 1 ID:MSxrPMZPXBg2nfkCT9H_OTzWRg3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 1612 =4x4 =2x4 =3x4 =3x4 =4x6 =3x4 1 6 9 10 5 2 7 3 8 4 1-9-12 1-9-12 2-9-9 4-7-5 4-8-4 9-3-10 0-0-14 9-4-8 0-2-12 1-9-12 1-7-0 1-7-0 7-6-12 9-4-87-6-50-6-107-6-5Scale = 1:54.8 Plate Offsets (X, Y):[1:0-1-7,0-2-0], [5:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.07 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 5-6 >732 240 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.17 5-6 >511 240 BCDL 7.0 Weight: 54 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=342/ Mechanical, 6=563/0-5-8 Max Horiz 6=278 (LC 9) Max Uplift 5=-236 (LC 9), 6=-192 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-94/155, 2-3=-77/217, 3-4=-211/164, 4-5=-171/189 BOT CHORD 1-6=-83/59, 5-6=-378/264 WEBS 2-6=-158/97, 3-6=-401/30, 3-5=-225/352 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 236 lb uplift at joint 5 and 192 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246707Z2Jack-Closed 15 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:37 Page: 1 ID:6dUktyXVURsCig?7lNggfhzp6il-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x4 =2x4 =3x4 =3x4 =3x6 =4x4 1 6 9 10 5 2 7 3 8 4 1-9-12 1-9-12 2-9-9 4-7-5 4-3-3 8-10-8 0-6-0 9-4-8 0-2-12 1-9-12 1-7-0 1-7-0 7-6-12 9-4-80-6-107-2-87-2-8Scale = 1:50.4 Plate Offsets (X, Y):[1:0-1-7,0-2-0], [4:0-2-11,0-0-13], [5:0-1-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.07 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 5-6 >733 240 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.17 5-6 >514 240 BCDL 7.0 Weight: 53 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=342/ Mechanical, 6=563/0-5-8 Max Horiz 6=274 (LC 9) Max Uplift 5=-233 (LC 9), 6=-192 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-94/157, 2-3=-75/209, 3-4=-211/162, 4-5=-174/170 BOT CHORD 1-6=-86/58, 5-6=-357/268 WEBS 2-6=-144/88, 3-6=-408/16, 3-5=-225/322 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 233 lb uplift at joint 5 and 192 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246708Z2AHalf Hip 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:38 Page: 1 ID:Nc9GxtCjWzpl5Y7LRjjtv8zWRdx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x4 =2x4 =3x4 =3x4 =4x4 =3x8 =4x4 =3x6 1 8 10 7 6 2 9 3 4 5 1-9-12 1-9-12 2-9-9 4-7-5 2-11-3 7-6-8 1-10 -0 9-4-8 0-2-12 1-9-12 1-7-0 1-7-0 1-8-4 9-4-8 5-10-8 7-8-40-6-106-2-86-2-8Scale = 1:44.2 Plate Offsets (X, Y):[1:0-1-7,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.02 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.04 7-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.06 7-8 >999 240 BCDL 7.0 Weight: 65 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=342/ Mechanical, 8=563/0-5-8 Max Horiz 8=230 (LC 9) Max Uplift 6=-223 (LC 9), 8=-199 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-21/130, 2-3=-30/140, 3-4=-185/208, 4-5=-123/203, 5-6=-341/555 BOT CHORD 1-8=-59/35, 7-8=-362/226, 6-7=-106/115 WEBS 4-7=-151/105, 5-7=-575/293, 2-8=-207/144, 3-8=-342/98, 3-7=-138/214 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-6-8, Exterior(2E) 7-6-8 to 9-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 223 lb uplift at joint 6 and 199 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246709Z2BHalf Hip 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:38 Page: 1 ID:hnfB7iv5rn7X3TZUqvlTFNzWRd1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =3x4 =2x4 =3x4 =4x4 =6x8 =3x4 =3x6 1 7 6 8 5 2 3 4 1-9-12 1-9-12 4-4-12 6-2-8 3-2-0 9-4-8 0-2-12 1-9-12 1-7-0 1-7-0 3-0-4 9-4-8 4-6-8 6-4-40-6-105-2-85-2-8Scale = 1:39.8 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [6:0-4-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.02 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.02 5-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.01 5-6 >999 240 BCDL 7.0 Weight: 62 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=1118/ Mechanical, 7=932/0-5-8 Max Horiz 7=188 (LC 5) Max Uplift 5=-528 (LC 5), 7=-370 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-18/83, 2-3=-728/295, 3-4=-487/278, 4-5=-910/446 BOT CHORD 1-7=-23/16, 6-7=-205/95, 5-6=-69/64 WEBS 3-6=-136/199, 4-6=-472/931, 2-7=-865/312, 2-6=-188/493 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 528 lb uplift at joint 5 and 370 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down and 333 lb up at 6-2-8, and 513 lb down and 151 lb up at 7-5-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 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 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 1-5=-14 Concentrated Loads (lb) Vert: 6=-632 (F), 8=-513 (F) Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246710Z2CHalf Hip Girder 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:38 Page: 1 ID:WdNk7OZ1tGyGaEmFhUd_hszWRVk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =4x4 =2x4 =2x4 1 5 9 48 6 2 7 3 1-9-12 1-9-12 3-0-6 4-10 -2 0-2-12 1-9-12 1-7-0 1-7-0 3-0-6 4-10 -24-2-30-6-104-2-3Scale = 1:35.6 Plate Offsets (X, Y):[1:0-1-7,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.02 4-5 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)0.02 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.05 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 17 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=90/ Mechanical, 4=1/ Mechanical, 5=377/0-5-8 Max Horiz 5=122 (LC 12) Max Uplift 3=-71 (LC 12), 4=-43 (LC 12), 5=-66 (LC 12) Max Grav 3=95 (LC 17), 4=33 (LC 3), 5=377 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-249/115, 2-3=-103/49 BOT CHORD 1-5=-104/239, 4-5=0/0 WEBS 2-5=-293/218 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-9-6 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 71 lb uplift at joint 3, 43 lb uplift at joint 4 and 66 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246711Z2DJack-Open 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:38 Page: 1 ID:5dtlJY9e8xehSY5K?56A3bzWRcj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =4x4 =2x4 =2x4 1 5 47 2 6 3 1-9-12 1-9-12 1-8-6 3-6-2 0-2-12 1-9-12 1-7-0 1-7-0 1-8-6 3-6-23-2-30-6-103-2-3Scale = 1:33 Plate Offsets (X, Y):[1:0-1-7,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 4-5 >999 240 BCDL 7.0 Weight: 13 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=17/ Mechanical, 4=-36/ Mechanical, 5=356/0-5-8 Max Horiz 5=90 (LC 12) Max Uplift 3=-41 (LC 12), 4=-47 (LC 18), 5=-59 (LC 12) Max Grav 3=31 (LC 17), 4=1 (LC 10), 5=356 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-191/84, 2-3=-72/28 BOT CHORD 1-5=-81/192, 4-5=0/0 WEBS 2-5=-243/207 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-5-6 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 41 lb uplift at joint 3, 47 lb uplift at joint 4 and 59 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246712Z2EJack-Open 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:39 Page: 1 ID:lxbHqeIAJd9_uO0eidK_Y7zWRcX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =3x4 =2x4 =2x4 1 5 4 2 3 0-4-6 2-2-2 1-9-12 1-9-12 0-2-12 1-9-12 0-4-6 2-2-2 1-7-0 1-7-02-2-30-6-102-2-3Scale = 1:35 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 7.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-229/ Mechanical, 4=-293/ Mechanical, 5=729/0-5-8 Max Horiz 5=58 (LC 12) Max Uplift 3=-229 (LC 1), 4=-293 (LC 1), 5=-101 (LC 12) Max Grav 3=24 (LC 12), 4=22 (LC 8), 5=729 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-121/76, 2-3=-153/100 BOT CHORD 1-5=-57/130, 4-5=0/0 WEBS 2-5=-370/337 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 229 lb uplift at joint 3, 293 lb uplift at joint 4 and 101 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246713Z2FJack-Open 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:39 Page: 1 ID:_xA6IXcUBcQI0N?eD4o4cczWRc7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 2412 =3x4 =3x6 =2x4 =3x4 =4x4 =2x4 1 5 8 4 6 2 7 3 1-9-12 1-9-12 0-0-11 7-4-8 5-6-1 7-3-13 0-2-12 1-9-12 1-7-0 1-7-0 5-6-12 7-4-84-2-90-6-104-2-9Scale = 1:40.8 Plate Offsets (X, Y):[1:Edge,0-1-2], [1:0-1-3,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.02 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.04 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.07 4-5 >924 240 BCDL 7.0 Weight: 35 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. REACTIONS (lb/size)4=236/ Mechanical, 5=473/0-5-8 Max Horiz 5=150 (LC 13) Max Uplift 4=-127 (LC 11), 5=-171 (LC 14) Max Grav 4=367 (LC 18), 5=676 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-150/163, 2-3=-194/103, 3-4=-296/184 BOT CHORD 1-5=-153/183, 4-5=-468/234 WEBS 2-5=-600/198, 2-4=-187/429 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-2-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 127 lb uplift at joint 4 and 171 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246714Z3Jack-Closed 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:39 Page: 1 ID:9EMzTGWEyqcUSMrkdydCaGzp6in-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =2x4 =3x4 =4x4 =2x4 4 7 8 3 1 5 6 2 6-0-0 6-0-04-2-141-2-144-2-14Scale = 1:29.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.06 3-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.09 3-4 >723 240 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.15 3-4 >452 240 BCDL 7.0 Weight: 31 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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. REACTIONS (lb/size)3=280/ Mechanical, 4=280/ Mechanical Max Horiz 4=147 (LC 11) Max Uplift 3=-130 (LC 11), 4=-99 (LC 14) Max Grav 3=424 (LC 18), 4=424 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-384/148, 1-2=-174/138, 2-3=-384/244 BOT CHORD 3-4=-306/212 WEBS 1-3=-158/259 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-10-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 99 lb uplift at joint 4 and 130 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246715Z3AJack-Closed 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:39 Page: 1 ID:hJK0pkiHBldDNq3pZJwzDezp6iX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 2412 =3x4 =3x4 =4x8 =2x4 =3x4 =5x6 =2x4 7 6 10 11 45 1 8 9 2 3 2-5-1 5-11-5 3-6-4 3-6-4 0-0-11 6-0-0 2-4-0 6-0-0 3-8-0 3-8-06-2-93-2-142-0-06-2-9Scale = 1:45.4 Plate Offsets (X, Y):[4:0-3-0,0-2-12], [5:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.01 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.01 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT)-0.01 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 6-7 >999 240 BCDL 7.0 Weight: 46 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 6-2:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. REACTIONS (lb/size)4=280/ Mechanical, 7=280/ Mechanical Max Horiz 7=231 (LC 11) Max Uplift 4=-196 (LC 11), 7=-84 (LC 10) Max Grav 4=424 (LC 18), 7=424 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-399/248, 1-2=-377/297, 2-3=-98/78, 3-4=-95/85 BOT CHORD 6-7=-114/2, 5-6=-116/57, 2-5=-476/133, 4-5=-495/284 WEBS 5-7=-554/266, 1-5=-214/291, 2-4=-432/684 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-10-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 84 lb uplift at joint 7 and 196 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246716Z3BJack-Closed 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:39 Page: 1 ID:hJK0pkiHBldDNq3pZJwzDezp6iX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 6 12 =3x4 =3x6 =2x4 =2x4 9 1 8 5 4 6 2 7 3 1-9-12 1-9-12 3-2-12 5-0-8 0-2-12 1-9-12 1-7-0 1-7-0 3-2-12 5-0-83-0-140-6-103-0-14Scale = 1:31.4 Plate Offsets (X, Y):[1:Edge,0-1-2], [1:0-1-3,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)0.01 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.01 4-5 >999 240 BCDL 7.0 Weight: 17 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=98/ Mechanical, 4=6/ Mechanical, 5=384/0-5-8 Max Horiz 5=88 (LC 14) Max Uplift 3=-50 (LC 14), 4=-31 (LC 11), 5=-109 (LC 14) Max Grav 3=158 (LC 18), 4=38 (LC 5), 5=581 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-186/117, 2-3=-120/52 BOT CHORD 1-5=-78/185, 4-5=0/0 WEBS 2-5=-486/241 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-11-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 50 lb uplift at joint 3, 31 lb uplift at joint 4 and 109 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246717Z3CJack-Open 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:40 Page: 1 ID:h2obFwVcBWUdrDGY3F6z13zp6io-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =4x4 =2x4 =2x4 1 5 7 4 2 6 3 1-9-12 1-9-12 1-8-14 3-6-10 0-2-12 1-9-12 1-7-0 1-7-0 1-8-14 3-6-103-2-90-6-103-2-9Scale = 1:33 Plate Offsets (X, Y):[1:0-1-7,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 4-5 >999 240 BCDL 7.0 Weight: 13 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=20/ Mechanical, 4=-34/ Mechanical, 5=356/0-5-8 Max Horiz 5=91 (LC 12) Max Uplift 3=-42 (LC 12), 4=-46 (LC 18), 5=-59 (LC 12) Max Grav 3=34 (LC 17), 4=1 (LC 10), 5=356 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-193/84, 2-3=-73/29 BOT CHORD 1-5=-82/193, 4-5=0/0 WEBS 2-5=-244/207 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-5-14 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 42 lb uplift at joint 3, 46 lb uplift at joint 4 and 59 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246718Z4AJack-Open 2 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:40 Page: 1 ID:L4?iCDRTN_sLkROaHiXoK?zp6it-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 9 12 =3x4 =2x4 =2x4 1 5 4 2 3 0-4-14 2-2-10 1-9-12 1-9-12 0-2-12 1-9-12 0-4-14 2-2-10 1-7-0 1-7-02-2-90-6-102-2-9Scale = 1:35.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 7.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-203/ Mechanical, 4=-251/ Mechanical, 5=666/0-5-8 Max Horiz 5=59 (LC 12) Max Uplift 3=-203 (LC 1), 4=-251 (LC 1), 5=-92 (LC 12) Max Grav 3=18 (LC 12), 4=18 (LC 8), 5=666 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-124/77, 2-3=-139/85 BOT CHORD 1-5=-58/132, 4-5=0/0 WEBS 2-5=-349/318 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 203 lb uplift at joint 3, 251 lb uplift at joint 4 and 92 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246719Z4BJack-Open 3 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:40 Page: 1 ID:_7Cp9VNLYSE2egVdU8xddyzp6iy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 6 12 =3x4 =3x6 =2x4 =3x4 =3x4 =2x4 1 5 7 4 2 6 3 1-9-12 1-9-12 2-5-4 4-3-0 0-2-12 1-9-12 1-7-0 1-7-0 2-5-4 4-3-02-8-20-6-102-8-2Scale = 1:32.1 Plate Offsets (X, Y):[1:Edge,0-1-2], [1:0-1-3,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)0.00 4-5 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 20 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=42/ Mechanical, 5=360/0-5-8 Max Horiz 5=89 (LC 11) Max Uplift 4=-73 (LC 11), 5=-130 (LC 14) Max Grav 4=62 (LC 18), 5=529 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-154/233, 2-3=-81/57, 3-4=-116/87 BOT CHORD 1-5=-124/157, 4-5=-129/100 WEBS 2-5=-483/277, 2-4=-61/139 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-1-4 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 3-06-00 tall by 2-00-00 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 73 lb uplift at joint 4 and 130 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246720Z5Jack-Closed 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:40 Page: 1 ID:9EMzTGWEyqcUSMrkdydCaGzp6in-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 612 =2x4 =3x4 =4x4 =2x4 5 7 4 1 2 6 3 1-4-8 -1-4-8 2-10-8 2-10-8 0-2-8 0-2-8 2-8-0 2-10 -84-8-23-2-144-8-2Scale = 1:34.9 Plate Offsets (X, Y):[4:0-2-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.01 4-5 >999 240 BCDL 7.0 Weight: 25 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=86/ Mechanical, 5=301/0-5-8 Max Horiz 5=172 (LC 13) Max Uplift 4=-179 (LC 11), 5=-123 (LC 10) Max Grav 4=126 (LC 22), 5=456 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-438/246, 1-2=0/109, 2-3=-106/90, 3-4=-105/97 BOT CHORD 4-5=-321/242 WEBS 2-4=-272/405 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-5-5 to 1-6-11, Interior (1) 1-6-11 to 2-8-12 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 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 3-06-00 tall by 2-00-00 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 123 lb uplift at joint 5 and 179 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246721Z7Jack-Closed 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:41 Page: 1 ID:9EMzTGWEyqcUSMrkdydCaGzp6in-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 912 =MT20HS 7x10=3x8 5 4 1 2 3 0-10-2 0-10-2 1-4-8 -1-4-8 0-2-8 0-2-8 0-7-10 0-10-24-2-93-7-04-2-9Scale = 1:41.9 Plate Offsets (X, Y):[2:0-4-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)0.00 4-5 >999 240 MT20HS 165/146 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)0.00 4-5 >999 180 MT20 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.10 3 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-R BCDL 7.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 0-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-115/ Mechanical, 4=-11/ Mechanical, 5=328/0-5-8 Max Horiz 5=160 (LC 12) Max Uplift 3=-258 (LC 16), 4=-313 (LC 12), 5=-211 (LC 10) Max Grav 3=83 (LC 10), 4=187 (LC 10), 5=549 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/149, 2-3=-161/94, 2-5=-515/101 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 211 lb uplift at joint 5, 313 lb uplift at joint 4 and 258 lb uplift at joint 3. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R70246722Z8Jack-Open 1 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Mar 29 08:42:41 Page: 1 ID:9EMzTGWEyqcUSMrkdydCaGzp6in-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 29,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths