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Floor Truss Engineering - ATri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1105465F The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Soundbuilt NW, LLC Terry Powell November 17,2021 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Re: thru I14068435I14068412 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss B1 Truss Type FLOOR BLOCKING Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068412 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-FSh?PEn4919OaRTRBvAm0B_DQgAjqFDmOlFwUCyIL47 Scale = 1:10.4123 5 4 7 6 1.5x4 3x4 3x4 1.5x4 1-8-6 1-8-6 1-4-14 1- 6 - 0 1- 6 - 0 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.63 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >728 >588 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 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Grav 5=354(LC 3), 4=361(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-346/0, 2-4=-353/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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) 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: 4-5=-10, 1-2=-250, 2-3=-250 November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss B2 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068413 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-jeFNdaojwKHFBa2dldh?ZPWPN4WxZiSvcP?T0fyIL46 Scale = 1:10.4123 5 4 7 6 1.5x4 3x4 3x4 1.5x4 1-6-10 1-6-10 1-3-2 1- 6 - 0 1- 6 - 0 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >889 >720 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 1-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Grav 5=349(LC 3), 4=356(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-342/0, 2-4=-349/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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) 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: 4-5=-10, 1-2=-250, 2-3=-250 November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F1 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068414 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-cPVuTxrDzZoggCMP_SlxjFh6vhv0VPuVX1zh9QyIL42 Scale = 1:43.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 44 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 4x4 4x4 3x4 5x6 3x6 FP 4x4 4x4 4x4 4x4 4x4 3x4 3x6 FP 4x4 4x4 4x4 4x4 4x4 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 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 26-3-8 0-11-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [26:0-1-8,Edge], [40:0-1-8,Edge], [41:0-1-8,Edge], [42:0-1-8,Edge], [43: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.42 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 112 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 26-3-8. (lb) - Max Horz 43=215(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25 except 43=-1178(LC 6), 23=-1301(LC 7), 42=-321(LC 7), 41=-154(LC 6), 40=-992(LC 7), 26=-1168(LC 6), 24=-135(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 43=1206(LC 5), 23=1321(LC 4), 42=386(LC 4), 41=340(LC 73), 40=1065(LC 4), 39=340(LC 75), 38=340(LC 76), 37=340(LC 77), 36=340(LC 78), 35=340(LC 79), 34=340(LC 80), 33=340(LC 81), 32=340(LC 82), 31=340(LC 83), 30=340(LC 84), 29=340(LC 85), 28=340(LC 86), 27=340(LC 87), 26=1240(LC 5), 25=340(LC 89), 24=334(LC 90) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-43=-1202/1184, 22-23=-1318/1304, 1-2=-1022/1018, 2-3=-1596/1596, 3-4=-2285/2287, 4-5=-1979/1981, 5-6=-1672/1674, 6-7=-1365/1367, 7-8=-1059/1061, 8-9=-752/754, 9-10=-445/447, 11-12=-473/475, 12-13=-780/782, 13-14=-1086/1089, 14-16=-1393/1395, 16-17=-1700/1702, 17-18=-2006/2009, 18-19=-2313/2285, 19-20=-2589/2622, 20-21=-1760/1759, 21-22=-835/832 BOT CHORD 42-43=-1557/1558, 41-42=-1572/1576, 40-41=-760/760, 25-26=-1405/1405, 24-25=-2515/2518, 23-24=-1354/1354 WEBS 2-42=-867/826, 3-41=-1047/1008, 4-40=-324/10, 5-39=-324/10, 6-38=-324/10, 7-37=-324/10, 8-36=-324/10, 9-35=-324/10, 10-34=-324/10, 11-33=-324/10, 12-32=-324/10, 13-31=-324/10, 14-30=-324/10, 16-29=-324/10, 17-28=-324/10, 18-27=-324/10, 19-26=-324/11, 20-25=-1223/1182, 21-24=-1174/1137, 1-42=-1547/1552, 2-41=-1172/1167, 3-40=-1434/1430, 22-24=-1563/1567, 21-25=-1598/1596, 20-26=-1680/1676 NOTES-(13) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 43=1178, 23=1301, 42=321, 41=154, 40=992, 26=1168, 24=135.Continued on page 2 November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F1 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068414 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:36 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-4c3GgHsrktwXIMwbXAGAGSEHf5FFEr8emhiEhsyIL41 NOTES-(13) 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 24-3-8 to 26-3-8 for 1511.9 plf. 11) 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. 12) CAUTION, Do not erect truss backwards. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F2 Truss Type FLOOR Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068415 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-0GiSfn5mGiJr4GtF9f6dXTWSVliyBQvR88plrGyIL3k Scale = 1:44.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 39 40 41 42 43 44 45 46 47 48 49 50 29 30 31 32 33 34 35 36 37 38 6x6 3x6 FP3x6 FP 2x4 4x6 2x4 3x6 FP 3x6 3x4 3x6 3x4 3x6 3x4 3x6 3x4 3x6 4x10 3x4 5x6 1.5x4 6x6 1.5x4 6x8 1.5x4 3x6 5x6 1.5x4 12-7-8 12-7-8 17-9-0 5-1-8 18-9-0 1-0-0 19-9-0 1-0-0 26-3-4 6-6-4 2-6-0 0-7-12 2-0-0 1-7-4 2-3-0 2-0-0 1-1-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [17:0-3-0,0-0-0], [24:0-3-0,0-0-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.53 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.17 0.02 (loc) 15-16 15-16 15 l/defl >999 >944 n/a L/d 480 360 n/a PLATES MT20 Weight: 144 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, Except: 6-0-0 oc bracing: 21-22,20-21. REACTIONS. (size)27=0-3-8, 15=0-2-8, 21=0-3-8 Max Grav 27=621(LC 3), 15=678(LC 4), 21=1638(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-320/0, 14-15=-320/0, 2-3=-1362/0, 3-4=-1362/0, 4-5=-1223/0, 5-6=-300/403, 6-7=-300/403, 7-9=-566/182, 9-10=-566/182, 10-11=-1485/0, 11-12=-1585/0, 12-13=-1585/0 BOT CHORD 26-27=0/1022, 25-26=0/1223, 24-25=0/1223, 22-24=0/1223, 21-22=-960/0, 20-21=-943/0, 18-20=0/1485, 17-18=0/1485, 16-17=0/1485, 15-16=0/1085 WEBS 4-25=-594/64, 5-24=-19/290, 10-18=-30/285, 11-17=-374/76, 7-21=-1518/0, 2-27=-1126/0, 2-26=-66/479, 3-26=-379/50, 4-26=-85/710, 5-22=-1184/0, 6-22=-338/15, 7-22=0/1088, 10-20=-1127/0, 9-20=-347/0, 7-20=0/1416, 13-15=-1219/0, 13-16=0/573, 12-16=-363/15, 11-16=-135/514 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F3 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068416 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-VSGqt75O10RhhQSRiNds4g3dH92Iww5aMoYINiyIL3j Scale = 1:21.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 22 23 24 25 26 27 17 18 19 20 21 6x6 3x6 1.5x4 6x12 4x4 4x6 4x6 3x6 3x4 4x6 3x4 5x6 1.5x4 6-1-12 6-1-12 7-1-12 1-0-0 8-1-12 1-0-0 12-5-4 4-3-8 2-6-0 0-7-12 2-0-0 2-3-8 1-3-0 0-1-8 1- 6 - 0 0- 1 0 - 8 1- 6 - 0 0- 1 - 8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [6:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.73 0.53 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.01 (loc) 12-13 12-13 16 l/defl >999 >882 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 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. (size)13=0-3-8, 16=0-3-8 Max Grav 13=661(LC 1), 16=638(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-320/0, 8-15=-54/307, 7-15=-54/307, 2-3=-1512/0, 3-4=-1512/0, 4-5=-1437/0, 5-6=-1440/0, 6-7=-742/0 BOT CHORD 12-13=0/1102, 11-12=0/1437, 10-11=0/1437, 9-10=0/742 WEBS 6-9=-645/0, 7-9=0/923, 4-11=-533/125, 5-10=-291/8, 2-13=-1214/0, 2-12=-21/515, 3-12=-377/48, 4-12=-227/629, 6-10=0/797, 7-16=-664/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F4 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068417 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:57 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-zeqC4T60oKZYJa1dG495cubp3ZITfOTkbSIrw8yIL3i Scale = 1:18.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 19 20 21 22 23 15 16 17 18 1.5x4 3x6 1.5x4 6x12 3x4 3x6 3x4 3x4 1.5x4 3x4 3x4 3-7-12 3-7-12 4-7-12 1-0-0 5-7-12 1-0-0 9-11-4 4-3-8 2-6-0 0-9-4 2-0-0 2-3-8 1-3-0 0-1-8 1- 6 - 0 0- 1 0 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.85 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.23 0.02 (loc) 10-11 10-11 14 l/defl >620 >491 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 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(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. (size)11=0-3-8, 14=0-3-8 Max Grav 11=521(LC 1), 14=504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-322/0, 7-13=-58/302, 6-13=-58/302, 2-3=-892/0, 3-4=-892/0, 4-5=-896/0, 5-6=-574/0 BOT CHORD 10-11=0/775, 9-10=0/892, 8-9=0/574 WEBS 5-8=-472/0, 6-8=0/738, 3-10=-271/179, 2-11=-869/0, 2-10=-184/375, 5-9=-71/442, 6-14=-520/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F5 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068418 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-v1xzV88HKxpGYuB0OVBZiJh8XM017I612mny_1yIL3g Scale = 1:26.6 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 27 28 39 40 41 42 43 44 45 46 29 30 31 32 33 34 35 36 37 38 1.5x4 1.5x4 6x12 3x4 3x6 3x4 1.5x4 3x4 3x4 3x4 4x6 3x4 3x4 3x10 4x5 1.5x4 1.5x4 4x5 3x8 1.5x4 1.5x4 1.5x4 1.5x4 3x8 1.5x4 1.5x4 1.5x4 2x4 1.5x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 5-10-4 0-6-4 9-2-4 3-4-0 10-2-4 1-0-0 11-2-4 1-0-0 11-3-12 0-1-8 15-5-12 4-2-0 2-6-0 0-5-12 0-5-8 2-0-0 2-3-8 1-3-0 1- 6 - 0 0- 1 0 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-5-0,0-0-10], [6:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [21:0-4-0,0-0-5], [23:0-4-0,0-0-5], [25:0-1-12,0-1-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.72 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.01 (loc) 11-12 11-12 28 l/defl >999 >964 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 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 5-11-12 except (jt=length) 28=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 19, 18, 17 except 15=-217(LC 32), 16=-147(LC 21) Max Grav All reactions 250 lb or less at joint(s) except 15=734(LC 12), 20=347(LC 7), 16=546(LC 9), 19=315(LC 35), 18=313(LC 36), 17=313(LC 37), 28=487(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-320/0, 10-27=-52/303, 9-27=-52/303, 2-3=-237/342, 3-4=-237/342, 4-5=-503/289, 5-6=-503/289, 6-7=-854/0, 7-8=-856/0, 8-9=-555/0 BOT CHORD 19-20=-116/291, 18-19=-116/291, 17-18=-116/291, 16-17=-116/291, 15-16=-486/417, 14-15=-487/417, 13-14=0/854, 12-13=0/854, 11-12=0/555 WEBS 8-11=-458/0, 9-11=0/720, 6-13=0/308, 4-15=-861/211, 2-20=-331/132, 2-16=-423/72, 3-16=-394/54, 4-16=-417/330, 6-14=-725/0, 5-14=-398/21, 4-14=0/697, 8-12=-10/454, 9-28=-501/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable studs spaced at 1-4-0 oc. 4) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 19, 18, 17 except (jt=lb) 15=217, 16=147. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 8) 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. 9) CAUTION, Do not erect truss backwards. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F6 Truss Type FLOOR Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068419 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:00 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-NDVLiU8v4Fx7A2mCxCioEWDJCmPesjEAHQWWWTyIL3f Scale = 1:26.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 20 21 22 23 24 25 26 15 16 17 18 19 4x6 1.5x4 4x6 1.5x4 3x6 3x4 3x6 3x4 3x6 6x6 1.5x4 3x6 6x6 1.5x4 7-2-4 7-2-4 8-2-4 1-0-0 9-2-4 1-0-0 15-4-12 6-2-8 2-6-0 1-9-12 2-0-0 0-10-0 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [11:0-3-0,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.56 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 0.02 (loc) 13-14 13-14 9 l/defl >999 >962 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 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. (size)14=Mechanical, 9=0-2-8 Max Grav 14=840(LC 1), 9=840(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-320/1, 8-9=-320/0, 2-3=-2207/0, 3-4=-2207/0, 4-5=-2399/0, 5-6=-2194/0, 6-7=-2194/0 BOT CHORD 13-14=0/1395, 12-13=0/2399, 11-12=0/2399, 10-11=0/2399, 9-10=0/1394 WEBS 5-11=-339/301, 2-14=-1567/0, 2-13=0/913, 3-13=-352/7, 4-13=-478/297, 7-9=-1566/0, 7-10=0/899, 6-10=-347/60, 5-10=-603/385 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 at joint(s) 9. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F7 Truss Type FLOOR Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068420 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:02 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-Jcd57AA9csBrPLwb3dkGJxJfha5HKcwTlk?cbMyIL3d Scale = 1:38.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 29 30 31 32 33 34 35 36 37 24 25 26 27 28 3x6 FP3x6 FP4x6 2x4 6x6 2x4 3x6 FP 3x6 3x4 3x6 3x4 6x6 3x6 6x6 1.5x4 3x8 1.5x4 6x8 3x4 6x6 1.5x4 3x6 7-2-4 7-2-4 8-2-4 1-0-0 9-2-4 1-0-0 15-5-0 6-2-12 22-6-8 7-1-8 2-6-0 1-9-12 2-0-0 0-10-4 1-7-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [12:0-1-8,Edge], [18:0-3-0,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.55 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 0.02 (loc) 21-22 21-22 16 l/defl >999 >993 n/a L/d 480 360 n/a PLATES MT20 Weight: 123 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. (size)22=Mechanical, 13=0-3-8, 16=0-5-8 Max Uplift 13=-122(LC 3) Max Grav 22=742(LC 3), 13=336(LC 46), 16=1582(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-320/1, 12-13=-320/1, 2-3=-1841/0, 3-5=-1841/0, 5-6=-1807/0, 6-7=-1423/0, 7-8=-1423/0, 8-9=0/1217, 9-10=-118/754, 10-11=-118/754 BOT CHORD 21-22=0/1209, 19-21=0/1807, 18-19=0/1807, 17-18=0/1807, 16-17=-3/445, 14-16=-1217/0, 13-14=-332/351 WEBS 5-19=-270/82, 6-18=-157/418, 9-16=-725/0, 2-22=-1358/0, 2-21=0/710, 3-21=-357/3, 5-21=-216/409, 8-16=-1763/0, 8-17=0/1117, 7-17=-333/68, 6-17=-806/139, 11-13=-387/365, 11-14=-625/0, 10-14=-335/18, 9-14=0/852 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=122. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F8 Truss Type FLOOR SPECIAL Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068421 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:03 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-noBULWBnNAKi1VVndLFVs9rqRzQW33KczOlA7oyIL3c Scale = 1:31.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 25 26 27 28 29 30 31 32 19 20 21 22 23 24 6x6 4x6 2x4 2x4 3x6 3x4 3x6 3x4 3x4 3x6 6x6 1.5x4 3x8 6x8 1.5x4 4x5 6x8 15-4-0 15-4-0 18-7-8 3-3-8 2-6-0 1-9-12 2-0-0 0-9-4 0-5-0 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [10:0-1-8,Edge], [14:0-3-0,0-0-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.55 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 0.01 (loc) 16-17 16-17 12 l/defl >999 >987 n/a L/d 480 360 n/a PLATES MT20 Weight: 103 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, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)11=0-3-8, 17=Mechanical, 12=0-3-8 Max Uplift 11=-451(LC 3) Max Grav 11=207(LC 42), 17=735(LC 3), 12=1620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-320/1, 10-11=-320/0, 2-3=-1811/0, 3-4=-1811/0, 4-5=-1760/0, 5-6=-1387/0, 6-7=-1387/0, 7-8=0/1137, 8-9=0/1133 BOT CHORD 16-17=0/1194, 15-16=0/1760, 14-15=0/1760, 13-14=0/1760, 12-13=0/409, 11-12=-939/0 WEBS 4-15=-264/78, 5-14=-182/429, 8-12=-394/212, 2-17=-1341/0, 2-16=0/693, 3-16=-357/3, 4-16=-219/411, 7-12=-1721/0, 7-13=0/1100, 6-13=-332/79, 5-13=-803/164, 9-11=0/1033, 9-12=-666/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=451. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F9 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068422 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-CNtczYDgg5iHuzDMITpCUnTSDBVoGSq3fMzqk7yIL3Z Scale = 1:31.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 46 47 48 49 50 51 52 53 54 55 56 57 58 59 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x4 4x4 4x4 4x4 4x4 3x4 3x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x4 4x4 3x4 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 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-7-8 1-3-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [17:0-1-8,Edge], [27:0-1-8,Edge], [29:0-1-8,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.32 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 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 18-7-8. (lb) - Max Horz 30=-143(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 18 except 30=-841(LC 6), 16=-901(LC 7), 29=-144(LC 7), 27=-707(LC 7), 19=-676(LC 6), 17=-265(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 30=870(LC 5), 16=927(LC 4), 29=340(LC 52), 28=340(LC 53), 27=779(LC 4), 26=340(LC 55), 25=340(LC 56), 24=340(LC 57), 23=340(LC 58), 22=340(LC 59), 21=340(LC 60), 20=340(LC 61), 19=749(LC 5), 18=340(LC 63), 17=336(LC 64) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-865/846, 15-16=-923/906, 1-2=-761/759, 2-3=-1153/1154, 3-4=-1563/1567, 4-5=-1257/1261, 5-6=-951/954, 6-7=-644/647, 7-8=-337/341, 8-9=-273/277, 9-10=-580/583, 10-11=-887/890, 11-12=-1193/1197, 12-13=-1499/1503, 13-14=-1119/1119, 14-15=-751/747 BOT CHORD 29-30=-1504/1504, 28-29=-1428/1431, 27-28=-773/772, 18-19=-635/635, 17-18=-1233/1237, 16-17=-1208/1208 WEBS 2-29=-707/663, 3-28=-761/722, 4-27=-324/11, 5-26=-324/10, 6-25=-324/10, 7-24=-324/10, 8-23=-324/10, 9-22=-324/10, 10-21=-324/10, 11-20=-324/10, 12-19=-324/10, 13-18=-731/692, 14-17=-644/605, 1-29=-1161/1165, 2-28=-946/941, 15-17=-1167/1173, 14-18=-865/859, 13-19=-993/987, 3-27=-1035/1031 NOTES-(12) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 18 except (jt=lb) 30=841, 16=901, 29=144, 27=707, 19=676, 17=265. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 16-7-8 to 18-7-8 for 1070.9 plf. 10) 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. 11) CAUTION, Do not erect truss backwards.Continued on page 2 November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F9 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068422 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:06 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-CNtczYDgg5iHuzDMITpCUnTSDBVoGSq3fMzqk7yIL3Z 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F10 Truss Type FLOOR GIRDER Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068423 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-YocetdtTVA2OvVVn5toPpgmKrVaNzLin?LSoDIyIL40 Scale = 1:19.9 1 2 3 4 5 6 11 10 9 8 7 16 17 18 19 20 12 13 14 15 3x6 1.5x4 4x6 1.5x4 3x4 3x4 3x4 3x6 3x6 3x4 6x6 7-2-10 7-2-10 11-6-6 4-3-12 2-6-0 1-8-10 1-6-12 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-3-0,0-0-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 1.00 0.49 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.01 (loc) 7-8 7-8 7 l/defl >690 >533 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)11=0-5-6, 7=0-5-8, 8=0-3-8 Max Grav 11=399(LC 11), 7=883(LC 7), 8=1386(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-323/0, 6-7=-420/0, 2-3=-548/0, 3-4=-255/347, 4-5=-257/346 BOT CHORD 10-11=0/548, 9-10=0/548, 8-9=0/548, 7-8=-0/871 WEBS 4-8=-383/0, 2-11=-612/0, 3-8=-667/0, 3-9=-54/266, 5-7=-979/0, 5-8=-1172/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-11=-10, 1-4=-100, 4-6=-400 November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F11 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068424 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-UBkPIJuk1oI69pfADIqtu5sqYIIkRF04SfxuIByIL4_ Scale: 1/2"=1' 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 26 38 39 40 41 42 43 44 45 46 47 48 27 28 29 30 31 32 33 34 35 36 37 4x4 4x4 4x4 4x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x4 3x4 3x4 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 13-4-0 1-4-0 14-8-0 1-4-0 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:Edge,0-1-8], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [24: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.31 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 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 14-8-0. (lb) - Max Horz 24=-125(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 22, 15 except 24=-740(LC 6), 13=-702(LC 7), 23=-226(LC 7), 21=-509(LC 7), 16=-505(LC 6), 14=-201(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 24=767(LC 5), 13=729(LC 4), 23=337(LC 45), 22=340(LC 46), 21=582(LC 4), 20=340(LC 48), 19=340(LC 49), 18=340(LC 50), 17=340(LC 51), 16=578(LC 5), 15=340(LC 53), 14=337(LC 54) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-763/746, 12-13=-725/708, 1-2=-637/633, 2-3=-879/879, 3-4=-1096/1101, 4-5=-790/794, 5-6=-483/488, 7-8=-434/438, 8-9=-740/745, 9-10=-1047/1051, 10-11=-833/833, 11-12=-603/599 BOT CHORD 23-24=-1109/1110, 22-23=-1044/1048, 21-22=-564/563, 15-16=-485/484, 14-15=-952/956, 13-14=-986/987 WEBS 2-23=-523/483, 3-22=-564/525, 4-21=-324/10, 5-20=-324/10, 6-19=-324/10, 7-18=-324/10, 8-17=-324/10, 9-16=-324/10, 10-15=-560/522, 11-14=-510/470, 1-23=-977/981, 2-22=-696/690, 3-21=-759/753, 12-14=-927/932, 11-15=-678/672, 10-16=-754/748 NOTES-(11) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 15 except (jt=lb) 24=740, 13=702, 23=226, 21=509, 16=505, 14=201. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 12-8-0 to 14-8-0 for 843.4 plf. 10) 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format.November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F12 Truss Type FLOOR Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068425 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-yNInWfvMo5QzmzEMm0L6QIOuIia9AgaEhJgSpdyIL3z Scale = 1:24.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 21 22 23 24 25 26 17 18 19 20 6x6 6x6 1.5x4 1.5x4 3x6 3x4 3x6 3x4 3x6 6x6 1.5x4 3x6 6x6 1.5x4 14-8-0 14-8-0 2-6-0 0-5-4 2-0-0 1-2-12 0-1-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,Edge], [11:0-3-0,0-0-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.55 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.18 0.01 (loc) 9-10 9-10 9 l/defl >999 >962 n/a L/d 480 360 n/a PLATES MT20 Weight: 81 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. (size)14=0-3-8, 9=0-3-8 Max Grav 14=786(LC 1), 9=786(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-320/0, 8-9=-320/0, 2-3=-1992/0, 3-4=-1992/0, 4-5=-2098/0, 5-6=-1992/0, 6-7=-1992/0 BOT CHORD 13-14=0/1356, 12-13=0/2098, 11-12=0/2098, 10-11=0/2098, 9-10=0/1356 WEBS 4-12=-586/350, 5-11=-282/165, 2-14=-1493/0, 2-13=0/716, 3-13=-410/124, 4-13=-589/617, 7-9=-1494/0, 7-10=0/716, 6-10=-351/22, 5-10=-395/368 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F13 Truss Type FLOOR Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068426 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-Ny_w8gxE50oYdQzxS8up2x0Ovva3N_EgNGv6QyyIL3w Scale = 1:48.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 37 38 39 40 41 42 43 44 45 46 47 48 49 29 30 31 32 33 34 35 36 3x6 FP3x6 FP4x6 2x4 6x6 2x4 3x6 FP 4x6 1.5x4 3x6 3x4 3x6 3x4 3x6 3x4 6x6 3x4 3x4 6x8 1.5x4 4x6 6x10 1.5x4 4x8 3x6 5x6 1.5x4 13-10-4 13-10-4 19-9-8 5-11-4 20-9-8 1-0-0 21-9-8 1-0-0 28-6-4 6-8-12 2-6-0 2-6-12 2-0-0 1-2-0 0-6-12 2-0-0 1-2-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [18:0-3-0,0-0-0], [25:0-3-0,0-0-0], [26:0-3-0,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.67 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.27 0.02 (loc) 26-27 26-27 16 l/defl >861 >612 n/a L/d 480 360 n/a PLATES MT20 Weight: 154 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, Except: 6-0-0 oc bracing: 22-23,21-22. REACTIONS. (size)27=Mechanical, 16=0-3-8, 22=0-5-8 Max Grav 27=665(LC 3), 16=713(LC 4), 22=1835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-319/5, 15-16=-320/0, 2-3=-1514/0, 3-4=-1514/0, 4-5=-926/231, 5-7=-926/231, 7-8=0/1512, 8-9=0/1512, 9-10=-837/343, 10-11=-837/343, 11-12=-1678/0, 12-13=-1718/0, 13-14=-1718/0 BOT CHORD 26-27=0/1049, 25-26=0/1514, 23-25=0/1514, 22-23=-772/104, 21-22=-1022/0, 19-21=0/1678, 18-19=0/1678, 17-18=0/1678, 16-17=0/1210 WEBS 3-26=-297/21, 11-19=-48/298, 12-18=-368/99, 8-22=-299/169, 2-27=-1178/0, 2-26=-25/521, 4-23=-889/0, 5-23=-354/0, 7-23=0/1336, 7-22=-1156/0, 11-21=-1122/0, 10-21=-351/0, 9-21=0/1533, 9-22=-1043/0, 14-16=-1332/0, 14-17=-3/572, 13-17=-362/13, 12-17=-179/483 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F14 Truss Type FLOOR Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068427 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-JK5gZMzVde2Ftk6KZZxH7M5kPjFKrwNzqaODVryIL3u Scale = 1:48.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 39 40 41 42 43 44 45 46 47 48 49 50 51 30 31 32 33 34 35 36 37 38 3x6 FP3x6 FP3x6 2x4 6x6 2x4 3x6 FP 4x6 1.5x4 3x6 3x4 3x6 3x4 3x6 3x4 4x6 5x8 3x4 6x6 1.5x4 6x8 1.5x4 3x8 1.5x4 6x6 3x6 6x6 1.5x4 11-0-4 11-0-4 19-9-8 8-9-4 20-9-8 1-0-0 21-9-8 1-0-0 28-6-4 6-8-12 2-6-0 2-6-12 2-0-0 0-10-0 0-9-4 2-0-0 1-2-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [18:0-3-0,0-0-0], [26:0-3-0,Edge], [27:0-3-0,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.68 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.29 0.02 (loc) 27-28 27-28 16 l/defl >685 >457 n/a L/d 480 360 n/a PLATES MT20 Weight: 155 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. (size)28=Mechanical, 16=0-3-8, 23=0-5-8 Max Grav 28=550(LC 3), 16=866(LC 7), 23=1819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-318/6, 15-16=-320/0, 2-3=-988/354, 3-4=-988/354, 4-6=-120/1069, 6-7=-120/1069, 7-8=-196/711, 8-9=-196/711, 9-10=-2160/0, 10-11=-2160/0, 11-12=-2562/0, 12-13=-2292/0, 13-14=-2292/0 BOT CHORD 27-28=-91/804, 26-27=-354/988, 24-26=-354/988, 23-24=-1451/21, 22-23=-1452/21, 21-22=0/1150, 19-21=0/2562, 18-19=0/2562, 17-18=0/2562, 16-17=0/1515 WEBS 3-27=-279/37, 4-26=0/385, 7-23=-1601/0, 2-28=-903/103, 2-27=-294/345, 4-24=-1477/0, 6-24=-327/27, 7-24=0/738, 11-21=-693/129, 10-21=-358/0, 9-21=0/1192, 9-22=-1766/0, 8-22=-335/21, 7-22=0/1256, 14-16=-1669/0, 14-17=0/874, 13-17=-349/25, 12-17=-572/316 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F15 Truss Type FLOOR Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068428 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-jvnpBO?NvZRqkCrvEhU_l_jFewH72H7PXYct5AyIL3r Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 40 41 42 43 44 45 46 47 48 49 50 51 52 31 32 33 34 35 36 37 38 39 6x6 3x6 FP3x6 FP 2x4 6x6 2x4 3x6 FP 3x6 1.5x4 3x6 3x4 3x6 3x4 3x6 3x4 4x6 5x8 3x4 6x6 1.5x4 6x8 1.5x4 3x8 1.5x4 6x6 3x6 6x6 1.5x4 11-1-0 11-1-0 19-10-4 8-9-4 20-10-4 1-0-0 21-10-4 1-0-0 28-7-0 6-8-12 2-6-0 2-0-0 0-10-0 0-9-4 2-0-0 1-2-12 0-1-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [18:0-3-0,0-0-0], [26:0-3-0,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.67 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.28 0.02 (loc) 27-28 27-28 16 l/defl >703 >469 n/a L/d 480 360 n/a PLATES MT20 Weight: 156 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. (size)28=0-3-8, 16=0-3-8, 23=0-5-8 Max Grav 28=546(LC 3), 16=865(LC 7), 23=1818(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-318/5, 15-16=-320/0, 2-3=-971/357, 3-4=-971/357, 4-6=-115/1071, 6-7=-115/1071, 7-8=-191/713, 8-9=-191/713, 9-10=-2156/0, 10-11=-2156/0, 11-12=-2559/0, 12-13=-2291/0, 13-14=-2291/0 BOT CHORD 27-28=-101/835, 26-27=-357/971, 24-26=-357/971, 23-24=-1453/15, 22-23=-1454/15, 21-22=0/1145, 19-21=0/2559, 18-19=0/2559, 17-18=0/2559, 16-17=0/1514 WEBS 3-27=-278/40, 4-26=0/380, 7-23=-1602/0, 2-28=-919/111, 2-27=-288/312, 4-24=-1468/0, 6-24=-327/26, 7-24=0/738, 11-21=-695/128, 10-21=-358/0, 9-21=0/1192, 9-22=-1766/0, 8-22=-335/21, 7-22=0/1256, 14-16=-1668/0, 14-17=0/873, 13-17=-349/25, 12-17=-571/316 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F16 Truss Type FLOOR Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068429 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-C6LBPk0?gsZhMLQ5oP?DICGRjKhFnkGZlCMQecyIL3q Scale = 1:29.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 23 24 25 26 27 28 29 30 18 19 20 21 22 6x6 6x6 2x4 2x4 3x6 1.5x4 3x6 3x4 3x8 6x8 1.5x4 3x4 3x8 6x8 1.5x4 17-8-12 17-8-12 2-6-0 1-0-0 2-0-0 1-2-12 0-1-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [6:0-1-8,Edge], [9:0-1-8,Edge], [12:0-3-0,0-0-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.42 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.25 0.02 (loc) 13-14 13-14 10 l/defl >999 >828 n/a L/d 480 360 n/a PLATES MT20 Weight: 103 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(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 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Grav 15=954(LC 1), 10=954(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-320/1, 9-10=-320/0, 2-3=-2664/0, 3-4=-2664/0, 4-5=-3068/0, 5-6=-3068/0, 6-7=-2620/0, 7-8=-2620/0 BOT CHORD 14-15=0/1698, 13-14=0/3079, 12-13=0/3068, 11-12=0/3068, 10-11=0/1691 WEBS 6-12=-195/363, 2-15=-1870/0, 2-14=0/1086, 3-14=-343/1, 4-14=-522/133, 4-13=-320/301, 8-10=-1862/0, 8-11=0/1045, 7-11=-338/32, 6-11=-839/216 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F17 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068430 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-8UTxqP1FCUpPbfaTwq2hNdLta8MHFfFrDWrXiUyIL3o Scale = 1:29.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 45 46 47 48 49 50 51 52 53 54 55 56 57 32 33 34 35 36 37 38 39 40 41 42 43 44 4x4 4x6 4x4 2x4 4x4 3x4 3x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 4x4 4x4 4x4 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 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 17-8-12 0-4-12 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [17:0-1-8,Edge], [18:0-1-8,Edge], [26:0-1-8,Edge], [28:0-1-8,Edge], [29: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.39 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 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 17-8-12. (lb) - Max Horz 29=-551(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 27, 17 except 29=-1033(LC 6), 16=-853(LC 7), 28=-350(LC 7), 26=-700(LC 7), 18=-761(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 29=1060(LC 5), 16=888(LC 4), 28=414(LC 4), 27=340(LC 55), 26=773(LC 4), 25=340(LC 57), 24=340(LC 58), 23=340(LC 59), 22=340(LC 60), 21=340(LC 61), 20=340(LC 62), 19=340(LC 63), 18=833(LC 5), 17=343(LC 65) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-1057/1039, 1-2=-894/890, 2-3=-1300/1300, 3-4=-1703/1707, 4-5=-1397/1400, 5-6=-1091/1094, 6-7=-784/787, 7-8=-477/480, 9-10=-440/443, 10-11=-747/750, 11-12=-1054/1057, 12-13=-1360/1363, 13-14=-868/897 BOT CHORD 28-29=-1735/1736, 27-28=-1543/1547, 26-27=-899/899, 17-18=-583/584, 16-17=-1425/1429 WEBS 2-28=-692/652, 3-27=-755/716, 4-26=-324/10, 5-25=-324/10, 6-24=-324/10, 7-23=-324/10, 8-22=-324/10, 9-21=-324/10, 10-20=-324/10, 11-19=-324/10, 12-18=-323/11, 13-17=-819/779, 14-16=-880/844, 1-28=-1358/1363, 2-27=-931/925, 3-26=-1026/1021, 14-17=-1214/1209, 13-18=-1111/1104 NOTES-(11) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 17 except (jt=lb) 29=1033, 16=853, 28=350, 26=700, 18=761. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 15-8-12 to 17-8-12 for 1019.4 plf. 10) 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.Continued on page 2 November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F17 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068430 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:52 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-ch0J1l2uznxGDp9gTXZwvqu2KYiW_6V?RAa5ExyIL3n 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss F18 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068431 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:02:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-4taiE53Wk537qzks1E49S2R8dx2ljeu8gqKenNyIL3m Scale = 1:13.8 1 2 3 4 5 8 7 6 9 12 13 14 15 10 11 6x6 3x6 1.5x4 1.5x4 6x6 3x4 3x4 3x4 3-3-12 3-3-12 7-4-0 4-0-4 0-6-12 2-6-0 1-1-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.69 0.39 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.07 0.00 (loc) 6-7 6-7 6 l/defl >788 >622 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 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. (size)6=0-3-8, 8=3-5-4, 7=3-5-4 Max Grav 6=350(LC 20), 8=339(LC 7), 7=442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-288/153, 5-6=-321/0 WEBS 3-7=-335/65, 2-8=-320/0, 4-7=-357/34 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss T1 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068432 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-gZQ_AtEIROq8W6oYsBKR0?0fkbu1?xCCu?jNGZyIL3Y Scale = 1:10.312 4 3 6 5 3x6 3x4 1.5x4 6x6 0-0-2 1-4-10 1-4-10 1- 5 - 1 2 1- 5 - 1 2 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.13 0.20 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: 8 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-4-12, 3=1-4-12 Max Uplift 4=-523(LC 6), 3=-523(LC 7) Max Grav 4=550(LC 5), 3=550(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-544/528, 2-3=-310/0, 1-2=-409/409 BOT CHORD 3-4=-409/409 WEBS 1-3=-702/702 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=523, 3=523. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-10 for 450.1 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss T2 Truss Type FLOOR BLOCKING Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068433 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-gZQ_AtEIROq8W6oYsBKR0?0fEbuN?xmCu?jNGZyIL3Y Scale = 1:10.312 4 3 6 5 3x6 3x4 1.5x4 6x6 0-0-2 1-8-6 1-8-6 1- 5 - 1 2 1- 5 - 1 2 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.17 0.23 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% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-8-8, 3=1-8-8 Max Uplift 4=-520(LC 6), 3=-520(LC 7) Max Grav 4=554(LC 5), 3=554(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-548/526, 2-3=-313/0, 1-2=-536/536 BOT CHORD 3-4=-536/536 WEBS 1-3=-800/800 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=520, 3=520. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 450.0 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss T3 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068434 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-8m_NODFwCiy?7GNlPurgZCYqT_FRkOZM7fSxp?yIL3X Scale = 1:10.312 4 3 6 5 3x6 3x4 1.5x4 6x6 0-0-2 1-3-10 1-3-10 1- 5 - 1 2 1- 5 - 1 2 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.12 0.20 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: 8 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-3-12, 3=1-3-12 Max Uplift 4=-524(LC 6), 3=-524(LC 7) Max Grav 4=548(LC 5), 3=548(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-544/529, 2-3=-309/0, 1-2=-375/375 BOT CHORD 3-4=-375/375 WEBS 1-3=-678/678 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=524, 3=524. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-10 for 450.0 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. November 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1105465F Truss T4 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14068435 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Nov 17 08:03:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-8m_NODFwCiy?7GNlPurgZCYoQ_DlkRdM7fSxp?yIL3X Scale = 1:10.312 4 3 6 5 3x4 3x4 3x4 3x4 0-0-2 1-1-2 1-1-2 1- 5 - 1 2 1- 5 - 1 2 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.23 0.00 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: 6 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-1-4, 3=1-1-4 Max Uplift 4=-526(LC 6), 3=-526(LC 7) Max Grav 4=545(LC 5), 3=545(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-301/255, 2-3=-304/254 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=526, 3=526. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-1-2 for 450.0 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. November 17,2021 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 PR O D U C T C O D E A P P R O V A L S JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I 1 . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T , I , o r E l i m i n a t o r b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 0 6 M i T e k ® A l l R i g h t s R e s e r v e d WE B S ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E R - 5 2 4 3 , 9 6 0 4 B , 97 3 0 , 9 5 - 4 3 , 9 6 - 3 1 , 9 6 6 7 A NE R - 4 8 7 , N E R - 5 6 1 95 1 1 0 , 8 4 - 3 2 , 9 6 - 6 7 , E R - 3 9 0 7 , 9 4 3 2 A JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s WE B S