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HomeMy WebLinkAboutENGINEER FlOOR TRUSS FIX - 1143 Castle Pine Rd - New SFRMiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Snake River. October 19,2022 Hernandez, Marcos Pages or sheets covered by this seal: R73104188 thru R73104191 My license renewal date for the state of Idaho is January 31, 2024. Idaho COA: 853 J1673-21 T Webb / Wells Residence IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3x6 FP 3x6 FP 3x6 FP 3x6 FP=3x4 =3x6 =3x4 =3x6 =3x4 =3x4 =4x4 =3x6 =4x6 =4x6 =3x6 =4x6 =4x6 =3x4 =3x4 =3x4 =3x4 =M18AHS 3x8 =4x4 =3x6 =3x4 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 2-0-01-7-02-5-4 1-3-82-0-0 2-1-8 1-0-0 11-3-0 1-0-0 29-10-12 1-0-0 30-10-12 1-0-0 12-3-0 4-8-4 23 -9-4 5-1-8 28-10-12 6-10-0 19-1-0 9-1-4 40-0-0 10-3-0 10-3-01-8-01-8-0Scale = 1:67.2 Plate Offsets (X, Y): [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-12,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:Edge,0-1-8], [22:0-1-8,Edge], [25:0-1-8,Edge], [26:0-1-8,Edge], [35:0-1-8,Edge], [36:0-1-8,Edge], [40:Edge,0-1-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL)-0.29 36 >970 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.40 36-37 >708 360 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT)0.07 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 203 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)21=539/0-3-8, 29=2029/0-3-8, 40=930/0-3-8 Max Grav 21=654 (LC 4), 29=2029 (LC 1), 40=945 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-40=-936/0, 20-21=-652/0, 1-2=-1417/0, 2-3=-1417/0, 3-4=-3033/0, 4-5=-3033/0, 5-6=-3272/0, 6-7=-2866/0, 7-8=-2866/0, 8-9=-2866/0, 9-10=-1378/0, 12-13=-503/1186, 13-14=-503/1186, 14-15=-503/1186, 15-16=-1382/573, 16-17=-1614/145, 17-18=-1614/145, 18-19=-575/0, 19-20=-577/0 BOT CHORD 38-39=0/2391, 37-38=0/2391, 36-37=0/3272, 35-36=0/3272, 34-35=0/3272, 33-34=0/2125, 32-33=0/2125, 31-32=0/2125, 30-31=0/1378, 29-30=-1883/0, 28-29=-1883/0, 27-28=-573/1382, 26-27=-573/1382, 25-26=-573/1382, 24-25=-573/1382, 23-24=-42/1241, 22-23=-42/1241 WEBS 10-31=0/695, 6-34=-747/0, 9-34=0/916, 9-31=-1035/0, 5-37=-537/121, 3-37=0/754, 3-39=-1144/0, 1-39=0/1654, 15-26=0/308, 16-25=-271/0, 15-28=-1377/0, 12-28=0/1338, 12-29=-1963/0, 12-30=0/1973, 10-30=-1500/0, 16-24=0/697, 18-24=-121/439, 18-22=-784/75, 20-22=0/847, 4-37=-263/1, 17-24=-327/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R73104189F01Floor91J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.62 E Sep 22 2022 Print: 8.620 E Sep 22 2022 MiTek Industries, Inc. Tue Oct 18 11:11:02 Page: 1 ID:OqGdLwj3ZLsxxQvxYl4XMqzpUQs-1sjqZhrY2usxAP4OLZ3HFho6trf4mneyvhqSx8ySAF7 3x6 FP 3x6 FP 3x6 FP =3x4 =3x6 =3x4 =3x6 =3x4 =3x4 =4x4 =3x6 =4x6 =4x6 =3x6 4x6 =4x6 =3x4 3x6 FP =3x4 =3x4 =3x4 =M18AHS 3x8 =4x4 =3x6 =3x4 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 21 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 2-0-01-7-02-5-4 1-3-8 2-0-0 2-1-8 1-0-0 11-3-0 1-0-0 29-10 -12 1-0-0 30-10-12 1-0-0 12-3-0 6-10-0 19-1-0 9-1-4 40-0-0 9-9-12 28 -10 -12 10-3-0 10-3-01-8-01-8-0Scale = 1:67.2 Plate Offsets (X, Y): [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-12,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:Edge,0-1-8], [22:0-1-8,Edge], [25:0-1-8,Edge], [26:0-1-8,Edge], [35:0-1-8,Edge], [36:0-1-8,Edge], [40:Edge,0-1-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL)-0.29 36-37 >773 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.40 36-37 >572 360 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.06 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 203 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(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 2-2-0 oc bracing. REACTIONS (size)21=0-3-8, 31=0-3-8, 40=0-3-8 Max Grav 21=819 (LC 4), 31=2012 (LC 1), 40=764 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-40=-756/0, 20-21=-815/0, 1-2=-1120/0, 2-3=-1120/0, 3-4=-2182/0, 4-5=-2182/0, 5-6=-1972/84, 6-8=-1117/531, 8-9=-1117/531, 9-10=0/1726, 10-11=-66/445, 11-12=-65/445, 12-14=-1973/0, 14-15=-1973/0, 15-16=-2444/0, 16-17=-2268/0, 17-18=-2268/0, 18-19=-726/0, 19-20=-728/0 BOT CHORD 39-40=0/0, 38-39=0/1791, 37-38=0/1791, 36-37=-84/1972, 35-36=-84/1972, 34-35=-84/1972, 32-34=-925/128, 31-32=-925/128, 30-31=-1726/0, 29-30=-57/1205, 28-29=-57/1205, 26-28=0/2444, 25-26=0/2444, 24-25=0/2444, 23-24=0/1665, 22-23=0/1665, 21-22=0/0 WEBS 5-36=-242/0, 6-35=0/277, 10-31=-1100/0, 6-34=-1211/0, 9-34=0/1276, 9-32=0/46, 9-31=-1373/0, 5-37=0/587, 3-37=-16/459, 3-38=-10/10, 3-39=-789/0, 1-39=0/1307, 15-26=-17/167, 16-25=-131/53, 15-28=-790/0, 12-28=0/958, 12-29=0/38, 12-30=-1410/0, 10-30=0/1670, 16-24=-356/163, 18-24=0/708, 18-23=0/24, 18-22=-1106/0, 20-22=0/1068, 2-39=-236/0, 4-37=-317/0, 8-34=-171/78, 11-30=-196/0, 14-28=-216/31, 17-24=-265/0, 19-22=-181/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R73017866F01_U Floor 9 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.62 S Aug 22 2022 Print: 8.620 S Aug 22 2022 MiTek Industries, Inc. Mon Oct 10 17:05:36 Page: 1 ID:OqGdLwj3ZLsxxQvxYl4XMqzpUQs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 0-10-01. INSTALL (7) 2 X 4 DF NO.2 CUT TO FIT TIGHT. 2. ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" RATED SHEATHING 48/24 EXP 1) TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF (0.131" X 2.5") NAILS SPACED 2" O.C. FROM EACH FACE INTO EACH COVERED TRUSS MEMBER. REPAIR: TRUSS INSTALLED UPSIDE DOWN. 1-0-0 0-5-5 1-0-0 1-0-0 0-5-5 = 1-0-0 0-5-5 1-8-01-4-0 1-2-0 5-6-0 October 13,2022 23-9-4 0-5-5 1-0-0 5-6-0 1-8-01-0-0 0-5-5 1. INSTALL (7) 2 X 4 DF NO.2 CUT TO FIT TIGHT. 2. ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" RATED SHEATHING 48/24 EXP 1) TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF (0.131" X 2.5") NAILS SPACED 2" O.C. FROM EACH FACE INTO EACH COVERED TRUSS MEMBER. REPAIR: TRUSS INSTALLED UPSIDE DOWN AND MOVE INTERIOR BEARING TO JT.29 AS SHOWN. F01_U2 7-0-03-0-0 1-0-11 October 19,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 MT18HS 3x8 FP 3x6 FP 3x6 FP 3x6 FP=3x4 =3x6 =3x6 =MT18HS 3x8 =3x4 =3x4 =3x4 =3x4 =4x6 =4x6 =5x6 =5x6 =3x6 =4x6 =3x4 =3x4 =4x6 =3x6 =5x6 =4x6 =3x4 41 40 39 38 37 36 35 34 33 3231 30 29 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 9 4210 11 12 1314 15 16 17 18 19 20 1-3-81-10-42-5-4 2-5-4 1-3-4 2-0-02-0-0 1-0-0 30-10-12 1-0-0 29-10-12 1-0-0 12-3-0 1-0-0 11-3-0 4-8-4 23 -9-4 5-1-8 28-10-12 6-10-0 19-1-0 9-1-4 40-0-0 10-3-0 10-3-01-8-01-8-0Scale = 1:67.2 Plate Offsets (X, Y): [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-4-12,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:Edge,0-1-8], [25:0-1-8,Edge], [26:0-1-8,Edge], [31:0-2-12,Edge], [36:0-1-8,Edge], [37:0-1-8,Edge], [41:Edge,0-1-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.29 37-38 >777 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT)-0.40 37-38 >576 360 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.06 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 206 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(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)21=785/0-3-8, 32=2005/0-3-8, 41=708/0-3-8 Max Grav 21=816 (LC 4), 32=2005 (LC 1), 41=771 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-41=-762/0, 20-21=-813/0, 1-2=-1131/0, 2-3=-1131/0, 3-4=-2213/0, 4-5=-2213/0, 5-6=-2020/31, 6-7=-1184/457, 7-8=-1184/457, 8-9=-1184/457, 9-42=0/1324, 10-42=0/1324, 10-11=0/1324, 11-12=-1146/93, 12-13=-1953/0, 13-14=-1953/0, 14-15=-1953/0, 15-16=-2427/0, 16-17=-2257/0, 17-18=-2257/0, 18-19=-723/0, 19-20=-726/0 BOT CHORD 39-40=0/1813, 38-39=0/1813, 37-38=-31/2020, 36-37=-31/2020, 35-36=-31/2020, 34-35=-884/109, 33-34=-884/109, 32-33=-882/107, 31-32=-2628/0, 30-31=-302/519, 29-30=-302/519, 28-29=-93/1146, 27-28=0/2427, 26-27=0/2427, 25-26=0/2427, 24-25=0/2427, 23-24=0/1658, 22-23=0/1658 WEBS 6-36=0/269, 5-38=0/562, 3-38=-4/470, 3-40=-802/0, 1-40=0/1320, 12-29=-682/0, 6-35=-1183/0, 9-35=0/1358, 9-31=0/1572, 11-31=-1696/0, 11-29=0/963, 15-28=-797/0, 12-28=0/1000, 16-24=-344/171, 18-24=0/704, 18-22=-1101/0, 20-22=0/1065, 4-38=-315/0, 17-24=-266/0, 9-32=-2621/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 27 = 11% 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R73104191F03Floor201J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.62 E Sep 22 2022 Print: 8.620 E Sep 22 2022 MiTek Industries, Inc. Tue Oct 18 11:13:07 Page: 1 ID:026?S9FiLSrkuZ?edH0TsCzpWJX-tvn4oRMycIcCgc8QAJobq2TXhEI?YMmMfdcZpOySADA MT18HS 3x8 FP 3x6 FP 3x6 FP 3x6 FP=3x4 =3x6 =3x6 =MT18HS 3x8 =3x4 =3x4 =3x4 =3x4 =4x6 =4x6 =5x6 =5x6 =3x6 =4x6 =4x6 =3x4 =3x4 =3x6 =3x4 =3x6 =3x4 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 1-3-4 2-0-02-5-4 1-3-82-0-0 2-5-4 1-0-0 11-3-0 1-0-0 29-10-12 1-0-0 30-10 -12 1-0-0 12 -3-0 5-1-8 28-10-12 9-1-4 40-0-0 10-3-0 10-3-0 11-6-4 23-9-41-8-01-8-0Scale = 1:67.2 Plate Offsets (X, Y):[36:0-1-8,Edge], [40:Edge,0-1-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL)-0.29 36 >978 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT)-0.40 36-37 >714 360 MT18HS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.07 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 203 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(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 6-0-0 oc bracing. REACTIONS (size)21=0-3-8, 29=0-3-8, 40=0-3-8 Max Grav 21=656 (LC 4), 29=2030 (LC 1), 40=942 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-40=-932/0, 20-21=-654/0, 1-2=-1412/0, 2-3=-1412/0, 3-4=-3018/0, 4-5=-3018/0, 5-6=-3248/0, 6-8=-2833/0, 8-9=-2833/0, 9-10=-994/0, 10-11=-994/0, 11-12=0/1898, 12-14=-519/1166, 14-15=-519/1166, 15-16=-1393/563, 16-17=-1621/138, 17-18=-1621/138, 18-19=-576/0, 19-20=-579/0 BOT CHORD 39-40=0/0, 38-39=0/2380, 37-38=0/2380, 36-37=0/3248, 35-36=0/3248, 34-35=0/3248, 32-34=0/2094, 31-32=0/2094, 30-31=-879/0, 29-30=-879/0, 28-29=-1898/0, 26-28=-563/1393, 25-26=-563/1393, 24-25=-563/1393, 23-24=-37/1245, 22-23=-37/1245, 21-22=0/0 WEBS 5-36=-121/98, 6-35=-62/157, 5-37=-527/128, 3-37=0/749, 3-38=0/28, 3-39=-1138/0, 1-39=0/1648, 12-29=-914/0, 6-34=-753/0, 9-34=0/914, 9-32=0/35, 9-31=-1348/0, 11-31=0/1779, 11-30=-5/4, 11-29=-1485/0, 15-26=0/306, 16-25=-270/0, 15-28=-1364/0, 12-28=0/1381, 16-24=0/692, 18-24=-118/442, 18-23=-14/3, 18-22=-787/71, 20-22=0/849, 2-39=-233/0, 4-37=-264/0, 8-34=-237/26, 10-31=-212/0, 14-28=-144/96, 19-22=-186/0, 17-24=-326/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Wells Residence R73017870F03_U Floor 20 1J1673-21 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401,Run: 8.62 S Aug 22 2022 Print: 8.620 S Aug 22 2022 MiTek Industries, Inc. Mon Oct 10 17:05:38 Page: 1 ID:026?S9FiLSrkuZ?edH0TsCzpWJX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 0-10-01. INSTALL (7) 2 X 4 DF NO.2 CUT TO FIT TIGHT. 2. ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" RATED SHEATHING 48/24 EXP 1) TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF (0.131" X 2.5") NAILS SPACED 2" O.C. FROM EACH FACE INTO EACH COVERED TRUSS MEMBER. REPAIR: TRUSS INSTALLED UPSIDE DOWN. 0-5-1 1-0-0 0-5-1 1-0-0 1-8-05-6-01-4-0 1-4-0 October 13,2022 19-1-0 0-5-1 1-0-0 1-8-0 0-5-1 1-0-0 6-6-0 1-4-7 1. INSTALL (9) 2 X 4 DF NO.2 CUT TO FIT TIGHT. 2. ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" RATED SHEATHING 48/24 EXP 1) TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF (0.131" X 2.5") NAILS SPACED 2" O.C. FROM EACH FACE INTO EACH COVERED TRUSS MEMBER. REPAIR: TRUSS INSTALLED UPSIDE DOWN AND MOVE INTERIOR BEARING TO JT.32 AS SHOWN. F03_U3 3-0-0 3-0-0 3/4" PLYWOOD/OSB SHIM MUST BE USED BEHIND SCAB(S). <USE SCAB NAILS TO ATTACH PLYWOOD ALONG BOTTOM CHORD. DO NOT DOUBLE NAIL> APPLY 2 X 4 X 5' DF No.1&Btr SCAB(S) TO EACH FACE OF TRUSS CENTERED ON SPLICE JT.27 AS SHOWN. ATTACH WITH CONSTRUCTION QUALITY ADHESIVE AND (1 ROW) OF (0.131" X 3.5") NAILS SPACED 2” ON CENTER IN ALL ALIGNING MEMBERS. USE 2" MEMBER END DISTANCE. October 19,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths