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Floor Truss EngineeringJob M-2062-04 Truss F01 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:42 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ykF87sRSjeKz5K1QQng?xjwlHRtBiV8ioRGmrQyrpOF Scale = 1:39.4 B1 W1 W1 T1 W3 W4 ST1 ST2 ST3 ST4 ST5 ST6 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST10 ST11 ST16 ST17 B2 T21234567891011 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 3x4 2x4 3x6 FP3x4 3x4 3x4 3x10 3x4 3x6 7x8 3x4 4x4 3x4 3x4 3x8 3x4 3x4 3x4 3x8 3x8 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 12-11-12 0-11-12 13-4-0 0-4-4 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 23-5-12 0-9-12 2-6-0 2-0-12 0-3-8 2-4-1 0-2-0 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-5-0,0-0-10], [4:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:0-0-6,0-0-4], [21:0-1-8,Edge], [24:0-0-0,0-3-8], [29:0-4-0,0-0-5], [31:0-4-0,0-0-5], [40:0-1-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.31 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.09 0.01 (loc) 14-15 14-15 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 126 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-4 except (jt=length) 14=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21 Max Grav All reactions 250 lb or less at joint(s) 28, 22, 27, 26, 25, 23, 20, 18 except 14=501(LC 4), 24=428(LC 3), 21=307(LC 3), 17=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=0/549, 7-8=0/549, 8-9=-851/0, 9-10=-851/0, 10-11=-851/0, 11-12=-851/0 BOT CHORD 16-17=0/437, 15-16=0/851, 14-15=0/708 WEBS 7-17=-271/0, 2-28=-255/0, 6-17=-536/0, 2-24=-363/0, 12-14=-803/0, 8-17=-1074/0, 8-16=0/498 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F02 Truss Type Floor Qty 7 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:45 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-MJxHmtTK?ZiYyom?6vDiZLYEueq_vpL8UPVQSkyrpOC Scale = 1:39.4 B1 W1 W1 T1 W2 W2 W2W2W2W2W2W2 B2 T21234567891011 12 22 21 20 19 18 17 16 15 14 13 3x6 FP 2x4 3x6 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x8 3x8 1.5x4 1.5x4 3x4 3x8 3x4 1.5x4 1.5x4 7-5-8 7-5-8 23-5-12 16-0-5 2-6-0 1-11-8 0-3-5 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.62 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.05 (loc) 15 15 13 l/defl >999 >972 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)13=832/Mechanical, 19=1429/0-5-8 (min. 0-1-8), 22=308/Mechanical Max Grav 13=851(LC 7), 19=1447(LC 8), 22=375(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/99, 3-4=0/680, 4-5=0/680, 5-6=-2075/0, 6-7=-2075/0, 7-8=-2417/0, 8-9=-2173/0, 9-10=-2173/0, 10-11=-2173/0 BOT CHORD 21-22=-99/458, 20-21=-99/458, 19-20=-99/458, 18-19=0/1171, 17-18=0/1171, 16-17=0/2417, 15-16=0/2417, 14-15=0/2417, 13-14=0/1354 WEBS 4-19=-259/0, 2-22=-517/112, 3-19=-853/0, 11-13=-1537/0, 5-19=-1686/0, 11-14=0/929, 5-17=0/1108, 9-14=-272/0, 6-17=-278/0, 8-14=-410/106, 7-17=-546/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F03 Truss Type Floor Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:47 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-Ii21BZVaXAyGB5wODKFAemeU3SXFNeoRxj_XWdyrpOA Scale = 1:39.4 B1 W1 W1 T1 W3 B2 T21234567891011 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 2x4 3x8 2x4 3x6 FP 4x10 3x8 4x10 4x10 4x10 1.5x4 1.5x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 23-5-12 23-5-12 2-6-0 0-3-8 2-3-12 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [12:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.74 0.10 (loc) 15-16 15-16 13 l/defl >521 >380 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 105 lb FT = 0%F, 0%E GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) 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)13=1285/Mechanical, 20=1285/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3778/0, 3-4=-3778/0, 4-5=-5411/0, 5-6=-5411/0, 6-7=-5406/0, 7-8=-5406/0, 8-9=-3780/0, 9-10=-3780/0, 10-11=-3780/0 BOT CHORD 19-20=0/2162, 18-19=0/4842, 17-18=0/4842, 16-17=0/5411, 15-16=0/5411, 14-15=0/4839, 13-14=0/2163 WEBS 11-13=-2454/0, 2-20=-2453/0, 11-14=0/1835, 2-19=0/1834, 8-14=-1202/0, 4-19=-1208/0, 8-15=0/644, 4-17=0/857, 7-15=-272/0, 6-15=-460/423 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F04 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:50 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-jHkApbXTq5Kr2ZezuTptGPG_JfYya?XudhCB7yyrpO7 Scale = 1:39.4 B1 W1 W1 T1 W3 B2 T21234567891011 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 2x4 3x8 2x4 3x6 FP 4x10 3x8 4x10 4x10 4x10 1.5x4 1.5x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 23-5-12 23-5-12 2-6-0 0-3-8 2-3-12 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [12:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.74 -0.10 (loc) 15-16 15-16 20 l/defl >521 >380 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 105 lb FT = 0%F, 0%E GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) 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)13=1285/Mechanical, 20=1285/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3778/0, 3-4=-3778/0, 4-5=-5411/0, 5-6=-5411/0, 6-7=-5406/0, 7-8=-5406/0, 8-9=-3780/0, 9-10=-3780/0, 10-11=-3780/0 BOT CHORD 19-20=0/2162, 18-19=0/4842, 17-18=0/4842, 16-17=0/5411, 15-16=0/5411, 14-15=0/4839, 13-14=0/2163 WEBS 11-13=-2454/0, 2-20=-2453/0, 11-14=0/1835, 2-19=0/1834, 8-14=-1202/0, 4-19=-1208/0, 8-15=0/644, 4-17=0/857, 7-15=-272/0, 6-15=-460/423 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F05 Truss Type Floor Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:52 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ffswEHYjMjaZIsoL0trLLqLLjTDL2xyA5?hICqyrpO5 Scale = 1:39.7 B1 W1 W1 T1 W2 W2 W2W2W2W2W2W2W3 B2 T2123456789101112 13 23 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 3x6 2x4 3x6 FP 3x10 3x4 4x4 4x4 3x4 1.5x4 1.5x4 3x6 4x10 3x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 5-8-8 5-8-8 23-7-12 17-11-5 2-6-0 0-2-8 0-2-0 2-0-5 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,Edge], [23:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.64 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.25 0.04 (loc) 15-16 15-16 14 l/defl >999 >863 n/a L/d 480 360 n/a PLATES MT20 Weight: 106 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)14=832/Mechanical, 20=1922/0-3-8 (min. 0-1-8), 23=-167/Mechanical Max Uplift23=-383(LC 4) Max Grav 14=839(LC 7), 20=1922(LC 1), 23=172(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-84/854, 3-4=0/1940, 4-5=0/1940, 5-6=-1343/0, 6-7=-1343/0, 7-8=-2137/0, 8-9=-2137/0, 9-10=-2126/0, 10-11=-2126/0, 11-12=-2126/0 BOT CHORD 22-23=-854/84, 21-22=-854/84, 20-21=-854/84, 17-18=0/2137, 16-17=0/2137, 15-16=0/2348, 14-15=0/1333 WEBS 4-20=-263/0, 2-23=-95/964, 3-20=-1457/0, 2-22=-353/0, 3-21=0/379, 12-14=-1513/0, 5-20=-2119/0, 12-15=0/900, 5-18=0/1516, 6-18=-268/0, 9-15=-253/0, 7-18=-919/0, 9-16=-447/127 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=383. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F06 Truss Type Floor Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:54 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-b2_hfyazuKqGXAyk7ItpRFQkIGwqWpPTYJAPGjyrpO3 Scale = 1:40.3 B1 W1 W1 T1 W3 B2 T21234567891011 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 1.5x4 3x8 1.5x4 3x6 FP 4x10 3x8 4x10 4x10 4x10 1.5x4 1.5x4 3x4 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 23-7-12 23-7-12 2-6-0 0-3-8 2-5-12 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.64 0.10 (loc) 15-16 15-16 13 l/defl >604 >441 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 110 lb FT = 0%F, 0%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1294/Mechanical, 20=1294/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3814/0, 3-4=-3814/0, 4-5=-5483/0, 5-6=-5483/0, 6-7=-5481/0, 7-8=-5481/0, 8-9=-3816/0, 9-10=-3816/0, 10-11=-3816/0 BOT CHORD 19-20=0/2178, 18-19=0/4891, 17-18=0/4891, 16-17=0/5483, 15-16=0/5483, 14-15=0/4888, 13-14=0/2179 WEBS 11-13=-2472/0, 2-20=-2472/0, 11-14=0/1858, 2-19=0/1857, 8-14=-1216/0, 4-19=-1222/0, 8-15=0/674, 4-17=0/884, 7-15=-287/0, 6-15=-472/439 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F07 Truss Type Floor Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:57 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0dfpH_csBFDrOegJpRRW2t2EaUsdjBIwEHP3t2yrpO0 Scale = 1:61.1 B1 BL1 W1 T1 W2 B2B2 T2T112345678910111213141516 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 32 3x6 FP 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 FP3x6 3x10 3x4 3x6 3x4 3x8 3x6 3x6 1.5x4 1.5x4 3x4 1.5x4 3x8 4x8 3x8 1.5x4 1.5x4 3x4 4x10 3x4 3x4 1.5x4 1.5x4 3x6 FP 3x6 FP 2-0-0 2-0-0 2-1-8 0-1-8 15-10-11 13-9-3 35-4-0 19-5-5 1-9-0 2-6-0 0-7-11 1-2-5 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,Edge], [12:0-1-8,Edge], [21:0-1-8,Edge], [26:0-1-8,Edge], [32:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.89 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.40 0.04 (loc) 20-21 20-21 19 l/defl >853 >588 n/a L/d 480 360 n/a PLATES MT20 Weight: 167 lb FT = 0%F, 0%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)19=911/Mechanical, 25=2138/0-3-8 (min. 0-1-8), 30=1110/0-5-8 (min. 0-1-8) Max Grav 19=940(LC 5), 25=2151(LC 4), 30=1231(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 31-32=-381/0, 1-32=-380/0, 2-3=0/536, 3-4=-1183/505, 4-5=-1183/505, 5-6=-1071/778, 6-7=-1071/778, 7-8=0/2113, 8-9=0/2113, 9-10=0/2113, 10-11=-1669/0, 11-12=-1669/0, 12-13=-2716/0, 13-14=-2716/0, 14-15=-2508/0, 15-16=-2508/0, 16-17=-2508/0 BOT CHORD 30-31=-536/0, 29-30=-487/636, 28-29=-487/636, 27-28=-778/1071, 26-27=-778/1071, 25-26=-1223/322, 24-25=-377/262, 23-24=-377/262, 22-23=0/2716, 21-22=0/2716, 20-21=0/2924, 19-20=0/1529 WEBS 2-30=-630/0, 9-25=-284/0, 2-31=0/672, 3-30=-1197/0, 7-25=-1643/0, 3-28=-20/649, 7-26=0/1145, 4-28=-316/0, 6-26=-360/0, 5-28=0/592, 17-19=-1735/0, 10-25=-2263/0, 17-20=0/1111, 10-23=0/1665, 11-23=-262/32, 14-20=-472/0, 12-23=-1290/0, 14-21=-524/138 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-18=-100 Concentrated Loads (lb) Vert: 1=-300 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 Job M-2062-04 Truss F07 Truss Type Floor Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:57 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0dfpH_csBFDrOegJpRRW2t2EaUsdjBIwEHP3t2yrpO0 LOAD CASE(S)Standard Uniform Loads (plf) Vert: 19-31=-10, 1-18=-100 Concentrated Loads (lb) Vert: 1=-300 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-18=-100 Concentrated Loads (lb) Vert: 1=-300 5) 3rd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 6) 4th Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 7) 5th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 8) 6th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-18=-100 Concentrated Loads (lb) Vert: 1=-300 9) 7th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 10) 8th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 11) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-6=-100, 6-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 12) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-5=-20, 5-18=-100 Concentrated Loads (lb) Vert: 1=-300 13) 3rd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-13=-100, 13-18=-20 Concentrated Loads (lb) Vert: 1=-300 14) 4th chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-12=-20, 12-18=-100 Concentrated Loads (lb) Vert: 1=-300 15) 5th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-6=-100, 6-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 16) 6th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-5=-20, 5-18=-100 Concentrated Loads (lb) Vert: 1=-300 17) 7th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 3 Job M-2062-04 Truss F07 Truss Type Floor Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:57 2023 Page 3 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0dfpH_csBFDrOegJpRRW2t2EaUsdjBIwEHP3t2yrpO0 LOAD CASE(S)Standard Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-13=-100, 13-18=-20 Concentrated Loads (lb) Vert: 1=-300 18) 8th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-12=-20, 12-18=-100 Concentrated Loads (lb) Vert: 1=-300 Job M-2062-04 Truss F08 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:02 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-MaSiKhg_?nr8UPZGb_0hlwlA?VkIOYRfOZ6qXFyrpNx Scale = 1:60.2 B1 BL1 W1 T1 W2 ST2 ST3 ST4 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST9 ST10 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST19 ST20 ST21 ST5B2 T212345678910111213 14 15 16 17 41 40 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 19 18 42 3x6 2x4 3x4 2x4 3x6 3x4 3x4 8x8 3x6 3x4 3x6 4x4 3x6 3x4 3x4 3x6 3x6 3x4 3x4 3x4 3x6 3x4 3x4 3x6 FP 3x4 3x6 FP 3x4 3x6 FP 3x6 3x8 3x8 1-4-0 1-4-0 2-0-0 0-8-0 2-1-8 0-1-8 2-8-0 0-6-8 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-8-0 1-4-0 28-0-0 1-4-0 29-4-8 1-4-8 30-8-0 1-3-8 33-4-0 2-8-0 34-8-0 1-4-0 35-4-0 0-8-0 1-9-0 2-6-0 1-3-0 0-5-8 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-0-2,0-4-0], [15:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [25:0-0-6,0-0-4], [42:0-1-8,0-0-12], [71:0-4-0,0-0-5], [74:0-4-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.15 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 18-19 18-19 18 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 187 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-6-0 except (jt=length) 18=Mechanical. (lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 30, 39, 36, 35, 33, 31, 29, 26, 24, 23, 22 except 18=304(LC 5), 40=887(LC 1), 25=559(LC 3), 37=486(LC 4), 28=445(LC 1), 34=430(LC 4), 21=607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 41-42=-381/0, 1-42=-381/0, 2-3=0/545, 15-16=-347/0 BOT CHORD 40-41=-545/0, 39-40=-253/0, 38-39=-253/0, 37-38=-253/0, 20-21=0/347, 19-20=0/347, 18-19=0/347 WEBS 2-40=-632/0, 14-21=-275/0, 2-41=0/683, 3-40=-499/0, 13-25=-338/0, 12-25=-260/0, 4-37=-259/0, 11-25=-292/0, 5-37=-301/0, 9-28=-273/0, 6-34=-273/0, 16-18=-391/0, 15-21=-448/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-17=-100 Concentrated Loads (lb) Vert: 1=-300 Continued on page 2 Job M-2062-04 Truss F08 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:02 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-MaSiKhg_?nr8UPZGb_0hlwlA?VkIOYRfOZ6qXFyrpNx LOAD CASE(S)Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-17=-100 Concentrated Loads (lb) Vert: 1=-300 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-17=-100 Concentrated Loads (lb) Vert: 1=-300 5) 3rd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-100, 2-14=-20, 14-17=-100 Concentrated Loads (lb) Vert: 1=-300 6) 4th Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 7) 5th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 8) 6th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-17=-100 Concentrated Loads (lb) Vert: 1=-300 9) 7th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-100, 2-14=-20, 14-17=-100 Concentrated Loads (lb) Vert: 1=-300 10) 8th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 Job M-2062-04 Truss F10 Truss Type Floor Supported Gable Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:07 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-jYGbNPk7qKTQbAREOXcsS_T59WUe3sJOYqqbDTyrpNs Scale = 1:23.6 B1 BL1 W1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 3x4 14-4-12 14-4-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [25:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F15 Truss Type Floor Qty 4 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:18 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ufQlhAt1EissPsnLXLJRPIQxexCs8re?32_g6KyrpNh Scale = 1:10.2 B1 BL1 W1 W1 T1 W3W2 1 2 3 5 4 6 3x4 3x6 1.5x4 1.5x4 3x4 3x4 0-3-0 0-3-0 4-2-0 3-11-0 1-3-8 2-6-0 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.16 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.04 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 21 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=213/0-5-8 (min. 0-1-8), 4=219/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F17 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:21 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-JE6uJBvvXdERGKWwDTs81x2PB9EbL8ASm0DKifyrpNe Scale = 1:11.7 B1 BL1 W1 W1 T1 W2 W4W3 1 2 3 4 7 6 5 8 3x4 3x6 1.5x4 1.5x4 3x6 3x4 3x4 3x6 2-0-0 2-0-0 2-1-8 0-1-8 2-3-0 0-1-8 6-2-0 3-11-0 1-9-0 1-3-8 2-6-0 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.10 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 32 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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=21/Mechanical, 6=931/0-5-8 (min. 0-1-8) Max Uplift5=-138(LC 3) Max Grav 5=58(LC 4), 6=931(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-382/0, 1-8=-381/0, 2-3=0/539 BOT CHORD 6-7=-539/0, 5-6=-329/0 WEBS 2-6=-547/0, 2-7=0/676, 3-5=0/373, 3-6=-490/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 5. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-300 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-300 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 Job M-2062-04 Truss F17 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:21 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-JE6uJBvvXdERGKWwDTs81x2PB9EbL8ASm0DKifyrpNe LOAD CASE(S)Standard Uniform Loads (plf) Vert: 5-7=-10, 1-2=-100, 2-4=-20 Concentrated Loads (lb) Vert: 1=-300 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-2=-20, 2-4=-100 Concentrated Loads (lb) Vert: 1=-300 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-2=-100, 2-4=-20 Concentrated Loads (lb) Vert: 1=-300 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-2=-20, 2-4=-100 Concentrated Loads (lb) Vert: 1=-300 Job M-2062-04 Truss F18 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:23 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-FdEektw93EU9WdgJKuvc6M7nDyulp4WkDKiRnXyrpNc Scale = 1:10.2 B1 W1 W1 T1 W3W2 1 2 3 5 4 1.5x4 1.5x4 3x4 3x4 3x4 0-1-8 0-1-8 4-11-3 4-9-11 2-2-3 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.25 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.09 0.00 (loc) 5 4-5 4 l/defl **** >614 n/a L/d 480 360 n/a PLATES MT20 Weight: 22 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=264/Mechanical, 5=264/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/261 WEBS 2-4=-296/0, 2-5=-306/0 NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z1 Truss Type Floor Blocking Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:25 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-B0LP9ZyQarktlxphSJx4BnC9cmdVH_w1geBYrQyrpNa Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-12 1-3-12 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 9 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=79/0-2-0 (min. 0-1-8), 3=79/Mechanical Max Uplift4=-187(LC 6), 3=-187(LC 7) Max Grav 4=224(LC 5), 3=224(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-293/293 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 4 and 187 lb uplift at joint 3. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 147.2 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z2 Truss Type Floor Blocking Qty 8 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:27 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-7OT9aF_g6T_b_Fz4ZkzYGCIVdZIyluSK8xgfwJyrpNY Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-8-8 1-8-8 1-5-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=87/Mechanical, 3=87/Mechanical Max Uplift4=-168(LC 6), 3=-168(LC 7) Max Grav 4=210(LC 3), 3=210(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-282/282 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 4 and 168 lb uplift at joint 3. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 134.7 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z3 Truss Type Floor Blocking Qty 3 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:29 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-4nbw?w?we4FJEY7Sh9?0LdNrcN_RDovdbF9l_ByrpNW Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=79/1-6-12 (min. 0-1-8), 3=79/1-6-12 (min. 0-1-8) Max Uplift4=-187(LC 6), 3=-187(LC 7) Max Grav 4=224(LC 5), 3=224(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-293/293 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 4 and 187 lb uplift at joint 3. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 147.2 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z4 Truss Type Floor Blocking Qty 10 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:31 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-09jgQc1BAhV0TsHroa2UR2SBcBguhiSw3Zes34yrpNU Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-8-8 1-8-81-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=87/1-8-8 (min. 0-1-8), 3=87/1-8-8 (min. 0-1-8) Max Uplift4=-168(LC 6), 3=-168(LC 7) Max Grav 4=210(LC 3), 3=210(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-282/282 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 4 and 168 lb uplift at joint 3. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 134.7 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F09 Truss Type FLOOR GIRDER Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:05 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-n98ryjjtIiDjLsIrH6aONZNdzik1bso54WLU8ayrpNu Scale: 3/4"=1' B1 BL1 W1 T1 T1 W2 W4 1 2 3 4 5 8 7 6 9 10 11 3x4 3x6 3x6 3x6 3x6 3x6 4x8 4x6 4x8 SpecialSpecial Special Special Special 4-6-8 4-6-8 4-8-0 0-1-8 8-5-8 3-9-8 1-9-8 2-6-0 1-0-8 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [9:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.62 0.28 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.04 0.00 (loc) 7 7-8 6 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)8=105/Mechanical, 6=1668/0-3-8 (min. 0-1-8), 7=1902/0-3-8 (min. 0-1-8) Max Uplift8=-257(LC 10) Max Grav 8=116(LC 3), 6=1671(LC 4), 7=1902(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-1311/0, 2-10=0/572, 3-10=0/572, 3-4=0/567 BOT CHORD 7-8=-437/50, 6-7=0/695 WEBS 3-7=-186/444, 2-7=-677/297, 2-8=-57/531, 4-6=-781/0, 4-7=-1856/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 8. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 483 lb up at 2-0-0, 137 lb down and 483 lb up at 4-0-0, 1274 lb down at 6-0-0, and 1280 lb down at 8-0-0, and 254 lb down at 8-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-10, 1-5=-100 Concentrated Loads (lb) Vert: 5=-210(F) 2=-72(B) 4=-1194(B) 10=-72(B) 11=-1224(B) Job M-2062-04 Truss F11 Truss Type Floor Special Qty 4 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:09 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-fxOMo5mNMxj8qUbcWyfKYPYKrJzeXhRh?8JiHLyrpNq Scale = 1:24.7 B1 BL1 W1 T1 W2W2W2W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-4-12 14-4-12 2-6-0 1-1-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.04 (loc) 9-10 9-10 8 l/defl >999 >809 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=775/0-3-8 (min. 0-1-8), 8=781/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/0, 3-4=-1957/0, 4-5=-1928/0, 5-6=-1928/0 BOT CHORD 11-12=0/1252, 10-11=0/1957, 9-10=0/1957, 8-9=0/1224 WEBS 6-8=-1389/0, 2-12=-1408/0, 6-9=0/799, 2-11=0/818, 5-9=-308/0, 3-11=-259/0, 4-9=-319/193 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F12 Truss Type Floor Special Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:11 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-bJV6DmnetYzs4nl?dNhodqdgL7f5?bxzSSooMEyrpNo Scale = 1:24.7 B1 BL1 W1 T1 W2W2W2W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-4-12 14-4-12 2-6-0 1-1-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.04 (loc) 9-10 9-10 8 l/defl >999 >809 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=775/0-3-8 (min. 0-1-8), 8=781/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/0, 3-4=-1957/0, 4-5=-1928/0, 5-6=-1928/0 BOT CHORD 11-12=0/1252, 10-11=0/1957, 9-10=0/1957, 8-9=0/1224 WEBS 6-8=-1389/0, 2-12=-1408/0, 6-9=0/799, 2-11=0/818, 5-9=-308/0, 3-11=-259/0, 4-9=-319/193 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F13 Truss Type Floor Special Qty 4 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:14 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0uBFropWATMRxFUaIVEVESFBaKgoCygQ9Q0TzZyrpNl Scale = 1:24.7 B1 BL1 W1 T1 W2W2W2W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-4-12 14-4-12 2-6-0 1-1-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.04 (loc) 9-10 9-10 8 l/defl >999 >809 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=775/0-3-8 (min. 0-1-8), 8=781/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/0, 3-4=-1957/0, 4-5=-1928/0, 5-6=-1928/0 BOT CHORD 11-12=0/1252, 10-11=0/1957, 9-10=0/1957, 8-9=0/1224 WEBS 6-8=-1389/0, 2-12=-1408/0, 6-9=0/799, 2-11=0/818, 5-9=-308/0, 3-11=-259/0, 4-9=-319/193 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F14 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:16 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-yHJ?GUrmi5c9AZdzQwHzKtKYj8SRgucickVZ1RyrpNj Scale = 1:24.7 B1 BL1 W1 T1 W3W2 W3W3W3 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 0-3-0 0-3-0 5-4-0 5-1-0 14-4-12 9-0-12 2-5-8 2-6-0 1-0-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.42 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.02 (loc) 8-9 8-9 8 l/defl >999 >576 n/a L/d 480 360 n/a PLATES MT20 Weight: 64 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=298/5-5-8 (min. 0-1-8), 11=753/5-5-8 (min. 0-1-8), 8=505/Mechanical Max Grav 12=355(LC 8), 11=753(LC 1), 8=508(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/108, 3-4=-310/108, 4-5=-829/0, 5-6=-829/0 BOT CHORD 11-12=0/449, 10-11=0/829, 9-10=0/829, 8-9=0/722 WEBS 3-11=-264/0, 2-11=-370/20, 2-12=-503/0, 6-8=-819/0, 4-11=-791/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F16 Truss Type Floor Girder Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:20 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-q2YW6ruHmJ6afAxkfmLvUjV9klqEchDIXMTnADyrpNf Scale = 1:15.8 B1 BL1 W1 T1 W2W2W2 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 3x6 1.5x4 1.5x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 Special Special Special Special Special Special 8-5-4 8-5-4 2-6-0 0-3-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.12 -0.01 (loc) 6-7 6-7 9 l/defl >999 >824 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)9=682/Mechanical, 6=903/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-408/51, 2-3=-1032/0, 3-12=-1032/0, 4-12=-1032/0 BOT CHORD 8-9=0/1032, 7-8=0/1032, 6-7=0/972 WEBS 4-6=-1103/0, 2-9=-1151/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down at 1-4-0, 162 lb down at 3-4-0, 199 lb down at 5-4-0, 199 lb down at 7-4-0, and 46 lb down and 200 lb up at 8-4-8, and 254 lb down at 8-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 5=-208(F=3, B=-211) 3=-119(F) 11=-119(F) 12=-119(F) 13=-119(F) Job M-2062-04 Truss F01 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:42 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ykF87sRSjeKz5K1QQng?xjwlHRtBiV8ioRGmrQyrpOF Scale = 1:39.4 B1 W1 W1 T1 W3 W4 ST1 ST2 ST3 ST4 ST5 ST6 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST10 ST11 ST16 ST17 B2 T21234567891011 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 3x4 2x4 3x6 FP3x4 3x4 3x4 3x10 3x4 3x6 7x8 3x4 4x4 3x4 3x4 3x8 3x4 3x4 3x4 3x8 3x8 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 12-11-12 0-11-12 13-4-0 0-4-4 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 23-5-12 0-9-12 2-6-0 2-0-12 0-3-8 2-4-1 0-2-0 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-5-0,0-0-10], [4:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:0-0-6,0-0-4], [21:0-1-8,Edge], [24:0-0-0,0-3-8], [29:0-4-0,0-0-5], [31:0-4-0,0-0-5], [40:0-1-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.31 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.09 0.01 (loc) 14-15 14-15 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 126 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-4 except (jt=length) 14=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21 Max Grav All reactions 250 lb or less at joint(s) 28, 22, 27, 26, 25, 23, 20, 18 except 14=501(LC 4), 24=428(LC 3), 21=307(LC 3), 17=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=0/549, 7-8=0/549, 8-9=-851/0, 9-10=-851/0, 10-11=-851/0, 11-12=-851/0 BOT CHORD 16-17=0/437, 15-16=0/851, 14-15=0/708 WEBS 7-17=-271/0, 2-28=-255/0, 6-17=-536/0, 2-24=-363/0, 12-14=-803/0, 8-17=-1074/0, 8-16=0/498 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F02 Truss Type Floor Qty 7 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:45 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-MJxHmtTK?ZiYyom?6vDiZLYEueq_vpL8UPVQSkyrpOC Scale = 1:39.4 B1 W1 W1 T1 W2 W2 W2W2W2W2W2W2 B2 T21234567891011 12 22 21 20 19 18 17 16 15 14 13 3x6 FP 2x4 3x6 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x8 3x8 1.5x4 1.5x4 3x4 3x8 3x4 1.5x4 1.5x4 7-5-8 7-5-8 23-5-12 16-0-5 2-6-0 1-11-8 0-3-5 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.62 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.05 (loc) 15 15 13 l/defl >999 >972 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)13=832/Mechanical, 19=1429/0-5-8 (min. 0-1-8), 22=308/Mechanical Max Grav 13=851(LC 7), 19=1447(LC 8), 22=375(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/99, 3-4=0/680, 4-5=0/680, 5-6=-2075/0, 6-7=-2075/0, 7-8=-2417/0, 8-9=-2173/0, 9-10=-2173/0, 10-11=-2173/0 BOT CHORD 21-22=-99/458, 20-21=-99/458, 19-20=-99/458, 18-19=0/1171, 17-18=0/1171, 16-17=0/2417, 15-16=0/2417, 14-15=0/2417, 13-14=0/1354 WEBS 4-19=-259/0, 2-22=-517/112, 3-19=-853/0, 11-13=-1537/0, 5-19=-1686/0, 11-14=0/929, 5-17=0/1108, 9-14=-272/0, 6-17=-278/0, 8-14=-410/106, 7-17=-546/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F03 Truss Type Floor Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:47 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-Ii21BZVaXAyGB5wODKFAemeU3SXFNeoRxj_XWdyrpOA Scale = 1:39.4 B1 W1 W1 T1 W3 B2 T21234567891011 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 2x4 3x8 2x4 3x6 FP 4x10 3x8 4x10 4x10 4x10 1.5x4 1.5x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 23-5-12 23-5-12 2-6-0 0-3-8 2-3-12 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [12:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.74 0.10 (loc) 15-16 15-16 13 l/defl >521 >380 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 105 lb FT = 0%F, 0%E GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) 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)13=1285/Mechanical, 20=1285/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3778/0, 3-4=-3778/0, 4-5=-5411/0, 5-6=-5411/0, 6-7=-5406/0, 7-8=-5406/0, 8-9=-3780/0, 9-10=-3780/0, 10-11=-3780/0 BOT CHORD 19-20=0/2162, 18-19=0/4842, 17-18=0/4842, 16-17=0/5411, 15-16=0/5411, 14-15=0/4839, 13-14=0/2163 WEBS 11-13=-2454/0, 2-20=-2453/0, 11-14=0/1835, 2-19=0/1834, 8-14=-1202/0, 4-19=-1208/0, 8-15=0/644, 4-17=0/857, 7-15=-272/0, 6-15=-460/423 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F04 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:50 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-jHkApbXTq5Kr2ZezuTptGPG_JfYya?XudhCB7yyrpO7 Scale = 1:39.4 B1 W1 W1 T1 W3 B2 T21234567891011 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 2x4 3x8 2x4 3x6 FP 4x10 3x8 4x10 4x10 4x10 1.5x4 1.5x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 23-5-12 23-5-12 2-6-0 0-3-8 2-3-12 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [12:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.74 -0.10 (loc) 15-16 15-16 20 l/defl >521 >380 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 105 lb FT = 0%F, 0%E GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) 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)13=1285/Mechanical, 20=1285/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3778/0, 3-4=-3778/0, 4-5=-5411/0, 5-6=-5411/0, 6-7=-5406/0, 7-8=-5406/0, 8-9=-3780/0, 9-10=-3780/0, 10-11=-3780/0 BOT CHORD 19-20=0/2162, 18-19=0/4842, 17-18=0/4842, 16-17=0/5411, 15-16=0/5411, 14-15=0/4839, 13-14=0/2163 WEBS 11-13=-2454/0, 2-20=-2453/0, 11-14=0/1835, 2-19=0/1834, 8-14=-1202/0, 4-19=-1208/0, 8-15=0/644, 4-17=0/857, 7-15=-272/0, 6-15=-460/423 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F05 Truss Type Floor Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:52 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ffswEHYjMjaZIsoL0trLLqLLjTDL2xyA5?hICqyrpO5 Scale = 1:39.7 B1 W1 W1 T1 W2 W2 W2W2W2W2W2W2W3 B2 T2123456789101112 13 23 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 3x6 2x4 3x6 FP 3x10 3x4 4x4 4x4 3x4 1.5x4 1.5x4 3x6 4x10 3x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 5-8-8 5-8-8 23-7-12 17-11-5 2-6-0 0-2-8 0-2-0 2-0-5 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,Edge], [23:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.64 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.25 0.04 (loc) 15-16 15-16 14 l/defl >999 >863 n/a L/d 480 360 n/a PLATES MT20 Weight: 106 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)14=832/Mechanical, 20=1922/0-3-8 (min. 0-1-8), 23=-167/Mechanical Max Uplift23=-383(LC 4) Max Grav 14=839(LC 7), 20=1922(LC 1), 23=172(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-84/854, 3-4=0/1940, 4-5=0/1940, 5-6=-1343/0, 6-7=-1343/0, 7-8=-2137/0, 8-9=-2137/0, 9-10=-2126/0, 10-11=-2126/0, 11-12=-2126/0 BOT CHORD 22-23=-854/84, 21-22=-854/84, 20-21=-854/84, 17-18=0/2137, 16-17=0/2137, 15-16=0/2348, 14-15=0/1333 WEBS 4-20=-263/0, 2-23=-95/964, 3-20=-1457/0, 2-22=-353/0, 3-21=0/379, 12-14=-1513/0, 5-20=-2119/0, 12-15=0/900, 5-18=0/1516, 6-18=-268/0, 9-15=-253/0, 7-18=-919/0, 9-16=-447/127 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=383. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F06 Truss Type Floor Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:54 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-b2_hfyazuKqGXAyk7ItpRFQkIGwqWpPTYJAPGjyrpO3 Scale = 1:40.3 B1 W1 W1 T1 W3 B2 T21234567891011 12 20 19 18 17 16 15 14 13 3x8 MT18HS FP 1.5x4 3x8 1.5x4 3x6 FP 4x10 3x8 4x10 4x10 4x10 1.5x4 1.5x4 3x4 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 23-7-12 23-7-12 2-6-0 0-3-8 2-5-12 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.64 0.10 (loc) 15-16 15-16 13 l/defl >604 >441 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 110 lb FT = 0%F, 0%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1294/Mechanical, 20=1294/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3814/0, 3-4=-3814/0, 4-5=-5483/0, 5-6=-5483/0, 6-7=-5481/0, 7-8=-5481/0, 8-9=-3816/0, 9-10=-3816/0, 10-11=-3816/0 BOT CHORD 19-20=0/2178, 18-19=0/4891, 17-18=0/4891, 16-17=0/5483, 15-16=0/5483, 14-15=0/4888, 13-14=0/2179 WEBS 11-13=-2472/0, 2-20=-2472/0, 11-14=0/1858, 2-19=0/1857, 8-14=-1216/0, 4-19=-1222/0, 8-15=0/674, 4-17=0/884, 7-15=-287/0, 6-15=-472/439 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F07 Truss Type Floor Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:57 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0dfpH_csBFDrOegJpRRW2t2EaUsdjBIwEHP3t2yrpO0 Scale = 1:61.1 B1 BL1 W1 T1 W2 B2B2 T2T112345678910111213141516 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 32 3x6 FP 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 FP3x6 3x10 3x4 3x6 3x4 3x8 3x6 3x6 1.5x4 1.5x4 3x4 1.5x4 3x8 4x8 3x8 1.5x4 1.5x4 3x4 4x10 3x4 3x4 1.5x4 1.5x4 3x6 FP 3x6 FP 2-0-0 2-0-0 2-1-8 0-1-8 15-10-11 13-9-3 35-4-0 19-5-5 1-9-0 2-6-0 0-7-11 1-2-5 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,Edge], [12:0-1-8,Edge], [21:0-1-8,Edge], [26:0-1-8,Edge], [32:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.89 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.40 0.04 (loc) 20-21 20-21 19 l/defl >853 >588 n/a L/d 480 360 n/a PLATES MT20 Weight: 167 lb FT = 0%F, 0%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)19=911/Mechanical, 25=2138/0-3-8 (min. 0-1-8), 30=1110/0-5-8 (min. 0-1-8) Max Grav 19=940(LC 5), 25=2151(LC 4), 30=1231(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 31-32=-381/0, 1-32=-380/0, 2-3=0/536, 3-4=-1183/505, 4-5=-1183/505, 5-6=-1071/778, 6-7=-1071/778, 7-8=0/2113, 8-9=0/2113, 9-10=0/2113, 10-11=-1669/0, 11-12=-1669/0, 12-13=-2716/0, 13-14=-2716/0, 14-15=-2508/0, 15-16=-2508/0, 16-17=-2508/0 BOT CHORD 30-31=-536/0, 29-30=-487/636, 28-29=-487/636, 27-28=-778/1071, 26-27=-778/1071, 25-26=-1223/322, 24-25=-377/262, 23-24=-377/262, 22-23=0/2716, 21-22=0/2716, 20-21=0/2924, 19-20=0/1529 WEBS 2-30=-630/0, 9-25=-284/0, 2-31=0/672, 3-30=-1197/0, 7-25=-1643/0, 3-28=-20/649, 7-26=0/1145, 4-28=-316/0, 6-26=-360/0, 5-28=0/592, 17-19=-1735/0, 10-25=-2263/0, 17-20=0/1111, 10-23=0/1665, 11-23=-262/32, 14-20=-472/0, 12-23=-1290/0, 14-21=-524/138 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-18=-100 Concentrated Loads (lb) Vert: 1=-300 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 Job M-2062-04 Truss F07 Truss Type Floor Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:57 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0dfpH_csBFDrOegJpRRW2t2EaUsdjBIwEHP3t2yrpO0 LOAD CASE(S)Standard Uniform Loads (plf) Vert: 19-31=-10, 1-18=-100 Concentrated Loads (lb) Vert: 1=-300 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-18=-100 Concentrated Loads (lb) Vert: 1=-300 5) 3rd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 6) 4th Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 7) 5th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 8) 6th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-18=-100 Concentrated Loads (lb) Vert: 1=-300 9) 7th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 10) 8th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-18=-20 Concentrated Loads (lb) Vert: 1=-300 11) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-6=-100, 6-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 12) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-5=-20, 5-18=-100 Concentrated Loads (lb) Vert: 1=-300 13) 3rd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-13=-100, 13-18=-20 Concentrated Loads (lb) Vert: 1=-300 14) 4th chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-12=-20, 12-18=-100 Concentrated Loads (lb) Vert: 1=-300 15) 5th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-6=-100, 6-9=-20, 9-18=-100 Concentrated Loads (lb) Vert: 1=-300 16) 6th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-100, 2-5=-20, 5-18=-100 Concentrated Loads (lb) Vert: 1=-300 17) 7th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 3 Job M-2062-04 Truss F07 Truss Type Floor Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:55:57 2023 Page 3 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0dfpH_csBFDrOegJpRRW2t2EaUsdjBIwEHP3t2yrpO0 LOAD CASE(S)Standard Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-13=-100, 13-18=-20 Concentrated Loads (lb) Vert: 1=-300 18) 8th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-31=-10, 1-2=-20, 2-9=-100, 9-12=-20, 12-18=-100 Concentrated Loads (lb) Vert: 1=-300 Job M-2062-04 Truss F08 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:02 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-MaSiKhg_?nr8UPZGb_0hlwlA?VkIOYRfOZ6qXFyrpNx Scale = 1:60.2 B1 BL1 W1 T1 W2 ST2 ST3 ST4 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST9 ST10 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST19 ST20 ST21 ST5B2 T212345678910111213 14 15 16 17 41 40 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 19 18 42 3x6 2x4 3x4 2x4 3x6 3x4 3x4 8x8 3x6 3x4 3x6 4x4 3x6 3x4 3x4 3x6 3x6 3x4 3x4 3x4 3x6 3x4 3x4 3x6 FP 3x4 3x6 FP 3x4 3x6 FP 3x6 3x8 3x8 1-4-0 1-4-0 2-0-0 0-8-0 2-1-8 0-1-8 2-8-0 0-6-8 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-8-0 1-4-0 28-0-0 1-4-0 29-4-8 1-4-8 30-8-0 1-3-8 33-4-0 2-8-0 34-8-0 1-4-0 35-4-0 0-8-0 1-9-0 2-6-0 1-3-0 0-5-8 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-0-2,0-4-0], [15:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [25:0-0-6,0-0-4], [42:0-1-8,0-0-12], [71:0-4-0,0-0-5], [74:0-4-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.15 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 18-19 18-19 18 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 187 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-6-0 except (jt=length) 18=Mechanical. (lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 30, 39, 36, 35, 33, 31, 29, 26, 24, 23, 22 except 18=304(LC 5), 40=887(LC 1), 25=559(LC 3), 37=486(LC 4), 28=445(LC 1), 34=430(LC 4), 21=607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 41-42=-381/0, 1-42=-381/0, 2-3=0/545, 15-16=-347/0 BOT CHORD 40-41=-545/0, 39-40=-253/0, 38-39=-253/0, 37-38=-253/0, 20-21=0/347, 19-20=0/347, 18-19=0/347 WEBS 2-40=-632/0, 14-21=-275/0, 2-41=0/683, 3-40=-499/0, 13-25=-338/0, 12-25=-260/0, 4-37=-259/0, 11-25=-292/0, 5-37=-301/0, 9-28=-273/0, 6-34=-273/0, 16-18=-391/0, 15-21=-448/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-17=-100 Concentrated Loads (lb) Vert: 1=-300 Continued on page 2 Job M-2062-04 Truss F08 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:02 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-MaSiKhg_?nr8UPZGb_0hlwlA?VkIOYRfOZ6qXFyrpNx LOAD CASE(S)Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-17=-100 Concentrated Loads (lb) Vert: 1=-300 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-17=-100 Concentrated Loads (lb) Vert: 1=-300 5) 3rd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-100, 2-14=-20, 14-17=-100 Concentrated Loads (lb) Vert: 1=-300 6) 4th Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 7) 5th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 8) 6th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-17=-100 Concentrated Loads (lb) Vert: 1=-300 9) 7th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-100, 2-14=-20, 14-17=-100 Concentrated Loads (lb) Vert: 1=-300 10) 8th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-41=-10, 1-2=-20, 2-14=-100, 14-17=-20 Concentrated Loads (lb) Vert: 1=-300 Job M-2062-04 Truss F09 Truss Type FLOOR GIRDER Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:05 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-n98ryjjtIiDjLsIrH6aONZNdzik1bso54WLU8ayrpNu Scale: 3/4"=1' B1 BL1 W1 T1 T1 W2 W4 1 2 3 4 5 8 7 6 9 10 11 3x4 3x6 3x6 3x6 3x6 3x6 4x8 4x6 4x8 SpecialSpecial Special Special Special 4-6-8 4-6-8 4-8-0 0-1-8 8-5-8 3-9-8 1-9-8 2-6-0 1-0-8 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [6:Edge,0-1-8], [9:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.62 0.28 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.04 0.00 (loc) 7 7-8 6 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)8=105/Mechanical, 6=1668/0-3-8 (min. 0-1-8), 7=1902/0-3-8 (min. 0-1-8) Max Uplift8=-257(LC 10) Max Grav 8=116(LC 3), 6=1671(LC 4), 7=1902(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-1311/0, 2-10=0/572, 3-10=0/572, 3-4=0/567 BOT CHORD 7-8=-437/50, 6-7=0/695 WEBS 3-7=-186/444, 2-7=-677/297, 2-8=-57/531, 4-6=-781/0, 4-7=-1856/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 8. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 483 lb up at 2-0-0, 137 lb down and 483 lb up at 4-0-0, 1274 lb down at 6-0-0, and 1280 lb down at 8-0-0, and 254 lb down at 8-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-8=-10, 1-5=-100 Concentrated Loads (lb) Vert: 5=-210(F) 2=-72(B) 4=-1194(B) 10=-72(B) 11=-1224(B) Job M-2062-04 Truss F10 Truss Type Floor Supported Gable Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:07 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-jYGbNPk7qKTQbAREOXcsS_T59WUe3sJOYqqbDTyrpNs Scale = 1:23.6 B1 BL1 W1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 3x4 14-4-12 14-4-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [25:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F11 Truss Type Floor Special Qty 4 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:09 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-fxOMo5mNMxj8qUbcWyfKYPYKrJzeXhRh?8JiHLyrpNq Scale = 1:24.7 B1 BL1 W1 T1 W2W2W2W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-4-12 14-4-12 2-6-0 1-1-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.04 (loc) 9-10 9-10 8 l/defl >999 >809 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=775/0-3-8 (min. 0-1-8), 8=781/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/0, 3-4=-1957/0, 4-5=-1928/0, 5-6=-1928/0 BOT CHORD 11-12=0/1252, 10-11=0/1957, 9-10=0/1957, 8-9=0/1224 WEBS 6-8=-1389/0, 2-12=-1408/0, 6-9=0/799, 2-11=0/818, 5-9=-308/0, 3-11=-259/0, 4-9=-319/193 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F12 Truss Type Floor Special Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:11 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-bJV6DmnetYzs4nl?dNhodqdgL7f5?bxzSSooMEyrpNo Scale = 1:24.7 B1 BL1 W1 T1 W2W2W2W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-4-12 14-4-12 2-6-0 1-1-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.04 (loc) 9-10 9-10 8 l/defl >999 >809 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=775/0-3-8 (min. 0-1-8), 8=781/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/0, 3-4=-1957/0, 4-5=-1928/0, 5-6=-1928/0 BOT CHORD 11-12=0/1252, 10-11=0/1957, 9-10=0/1957, 8-9=0/1224 WEBS 6-8=-1389/0, 2-12=-1408/0, 6-9=0/799, 2-11=0/818, 5-9=-308/0, 3-11=-259/0, 4-9=-319/193 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F13 Truss Type Floor Special Qty 4 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:14 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-0uBFropWATMRxFUaIVEVESFBaKgoCygQ9Q0TzZyrpNl Scale = 1:24.7 B1 BL1 W1 T1 W2W2W2W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-4-12 14-4-12 2-6-0 1-1-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.21 0.04 (loc) 9-10 9-10 8 l/defl >999 >809 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=775/0-3-8 (min. 0-1-8), 8=781/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/0, 3-4=-1957/0, 4-5=-1928/0, 5-6=-1928/0 BOT CHORD 11-12=0/1252, 10-11=0/1957, 9-10=0/1957, 8-9=0/1224 WEBS 6-8=-1389/0, 2-12=-1408/0, 6-9=0/799, 2-11=0/818, 5-9=-308/0, 3-11=-259/0, 4-9=-319/193 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F14 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:16 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-yHJ?GUrmi5c9AZdzQwHzKtKYj8SRgucickVZ1RyrpNj Scale = 1:24.7 B1 BL1 W1 T1 W3W2 W3W3W3 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 1.5x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 0-3-0 0-3-0 5-4-0 5-1-0 14-4-12 9-0-12 2-5-8 2-6-0 1-0-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.42 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.02 (loc) 8-9 8-9 8 l/defl >999 >576 n/a L/d 480 360 n/a PLATES MT20 Weight: 64 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)12=298/5-5-8 (min. 0-1-8), 11=753/5-5-8 (min. 0-1-8), 8=505/Mechanical Max Grav 12=355(LC 8), 11=753(LC 1), 8=508(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/108, 3-4=-310/108, 4-5=-829/0, 5-6=-829/0 BOT CHORD 11-12=0/449, 10-11=0/829, 9-10=0/829, 8-9=0/722 WEBS 3-11=-264/0, 2-11=-370/20, 2-12=-503/0, 6-8=-819/0, 4-11=-791/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F15 Truss Type Floor Qty 4 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:18 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ufQlhAt1EissPsnLXLJRPIQxexCs8re?32_g6KyrpNh Scale = 1:10.2 B1 BL1 W1 W1 T1 W3W2 1 2 3 5 4 6 3x4 3x6 1.5x4 1.5x4 3x4 3x4 0-3-0 0-3-0 4-2-0 3-11-0 1-3-8 2-6-0 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.16 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.04 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 21 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=213/0-5-8 (min. 0-1-8), 4=219/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss F16 Truss Type Floor Girder Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:20 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-q2YW6ruHmJ6afAxkfmLvUjV9klqEchDIXMTnADyrpNf Scale = 1:15.8 B1 BL1 W1 T1 W2W2W2 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 3x6 1.5x4 1.5x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 Special Special Special Special Special Special 8-5-4 8-5-4 2-6-0 0-3-12 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.12 -0.01 (loc) 6-7 6-7 9 l/defl >999 >824 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)9=682/Mechanical, 6=903/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-408/51, 2-3=-1032/0, 3-12=-1032/0, 4-12=-1032/0 BOT CHORD 8-9=0/1032, 7-8=0/1032, 6-7=0/972 WEBS 4-6=-1103/0, 2-9=-1151/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down at 1-4-0, 162 lb down at 3-4-0, 199 lb down at 5-4-0, 199 lb down at 7-4-0, and 46 lb down and 200 lb up at 8-4-8, and 254 lb down at 8-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 5=-208(F=3, B=-211) 3=-119(F) 11=-119(F) 12=-119(F) 13=-119(F) Job M-2062-04 Truss F17 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:21 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-JE6uJBvvXdERGKWwDTs81x2PB9EbL8ASm0DKifyrpNe Scale = 1:11.7 B1 BL1 W1 W1 T1 W2 W4W3 1 2 3 4 7 6 5 8 3x4 3x6 1.5x4 1.5x4 3x6 3x4 3x4 3x6 2-0-0 2-0-0 2-1-8 0-1-8 2-3-0 0-1-8 6-2-0 3-11-0 1-9-0 1-3-8 2-6-0 0-1-8 0-3-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.10 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 32 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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=21/Mechanical, 6=931/0-5-8 (min. 0-1-8) Max Uplift5=-138(LC 3) Max Grav 5=58(LC 4), 6=931(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-382/0, 1-8=-381/0, 2-3=0/539 BOT CHORD 6-7=-539/0, 5-6=-329/0 WEBS 2-6=-547/0, 2-7=0/676, 3-5=0/373, 3-6=-490/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 5. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-300 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-300 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 Job M-2062-04 Truss F17 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:21 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-JE6uJBvvXdERGKWwDTs81x2PB9EbL8ASm0DKifyrpNe LOAD CASE(S)Standard Uniform Loads (plf) Vert: 5-7=-10, 1-2=-100, 2-4=-20 Concentrated Loads (lb) Vert: 1=-300 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-2=-20, 2-4=-100 Concentrated Loads (lb) Vert: 1=-300 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-2=-100, 2-4=-20 Concentrated Loads (lb) Vert: 1=-300 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-2=-20, 2-4=-100 Concentrated Loads (lb) Vert: 1=-300 Job M-2062-04 Truss F18 Truss Type Floor Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:23 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-FdEektw93EU9WdgJKuvc6M7nDyulp4WkDKiRnXyrpNc Scale = 1:10.2 B1 W1 W1 T1 W3W2 1 2 3 5 4 1.5x4 1.5x4 3x4 3x4 3x4 0-1-8 0-1-8 4-11-3 4-9-11 2-2-3 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.25 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.09 0.00 (loc) 5 4-5 4 l/defl **** >614 n/a L/d 480 360 n/a PLATES MT20 Weight: 22 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=264/Mechanical, 5=264/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/261 WEBS 2-4=-296/0, 2-5=-306/0 NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z1 Truss Type Floor Blocking Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:25 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-B0LP9ZyQarktlxphSJx4BnC9cmdVH_w1geBYrQyrpNa Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-12 1-3-12 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 9 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=79/0-2-0 (min. 0-1-8), 3=79/Mechanical Max Uplift4=-187(LC 6), 3=-187(LC 7) Max Grav 4=224(LC 5), 3=224(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-293/293 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 4 and 187 lb uplift at joint 3. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 147.2 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z2 Truss Type Floor Blocking Qty 8 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:27 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-7OT9aF_g6T_b_Fz4ZkzYGCIVdZIyluSK8xgfwJyrpNY Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-8-8 1-8-8 1-5-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=87/Mechanical, 3=87/Mechanical Max Uplift4=-168(LC 6), 3=-168(LC 7) Max Grav 4=210(LC 3), 3=210(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-282/282 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 4 and 168 lb uplift at joint 3. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 134.7 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z3 Truss Type Floor Blocking Qty 3 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:29 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-4nbw?w?we4FJEY7Sh9?0LdNrcN_RDovdbF9l_ByrpNW Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=79/1-6-12 (min. 0-1-8), 3=79/1-6-12 (min. 0-1-8) Max Uplift4=-187(LC 6), 3=-187(LC 7) Max Grav 4=224(LC 5), 3=224(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-293/293 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 4 and 187 lb uplift at joint 3. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 147.2 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z4 Truss Type Floor Blocking Qty 10 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 15:56:31 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-09jgQc1BAhV0TsHroa2UR2SBcBguhiSw3Zes34yrpNU Scale = 1:10.4 B1 W1 W1 T1 W2 1 2 4 3 1.5x4 3x4 1.5x4 3x4 1-8-8 1-8-81-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=87/1-8-8 (min. 0-1-8), 3=87/1-8-8 (min. 0-1-8) Max Uplift4=-168(LC 6), 3=-168(LC 7) Max Grav 4=210(LC 3), 3=210(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-3=-282/282 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 4 and 168 lb uplift at joint 3. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 134.7 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard