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Floor Truss Engineering - ATri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1093179F 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 June 26,2021 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 I13836959I13836929 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 J1093179F Truss B1 Truss Type FLOOR BLOCKING Qty 15 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836929 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-Zj7kN6mKLT2laQXK1fYPRcTXi14zoN14MW4iz2z2l32 Scale = 1:10.412 4 3 3x4 3x4 3x6 3x6 0-0-2 1-8-6 1-8-6 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4: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 0.13 0.08 0.22 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: 13 lb FT = 20%F, 9%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 6-0-0 oc bracing. REACTIONS. (size)4=1-8-8, 3=1-8-8 Max Uplift 4=-603(LC 6), 3=-603(LC 7) Max Grav 4=640(LC 5), 3=640(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-633/610, 1-2=-586/586 BOT CHORD 3-4=-586/586 WEBS 1-3=-899/899 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 4 and 603 lb uplift at joint 3. 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 total drag load of 450 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 450.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss B2 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836930 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-1wh6bSny6nAcCa6WbM3e_q?jURRgXrrEbAqFVVz2l31 Scale = 1:10.412 4 3 3x4 3x4 3x6 3x6 0-0-2 1-2-6 1-2-6 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4: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 0.07 0.05 0.18 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: 12 lb FT = 20%F, 9%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 1-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-2-8, 3=1-2-8 Max Uplift 4=-608(LC 6), 3=-608(LC 7) Max Grav 4=633(LC 5), 3=633(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-628/613, 1-2=-384/384 BOT CHORD 3-4=-384/384 WEBS 1-3=-752/752 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 608 lb uplift at joint 4 and 608 lb uplift at joint 3. 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 total drag load of 450 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-6 for 450.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss B3 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836931 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-V6EUoooat5ITpkhi84atX1Yu?qmiGHtNqqZp1xz2l30 Scale = 1:10.412 4 3 3x4 3x4 3x6 3x6 0-0-2 1-4-14 1-4-14 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4: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 0.08 0.07 0.19 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: 12 lb FT = 20%F, 9%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 1-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-5-0, 3=1-5-0 Max Uplift 4=-606(LC 6), 3=-606(LC 7) Max Grav 4=636(LC 5), 3=636(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-630/612, 1-2=-468/468 BOT CHORD 3-4=-468/468 WEBS 1-3=-808/808 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 4 and 606 lb uplift at joint 3. 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 total drag load of 450 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-14 for 450.1 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F01 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836932 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-zIot08pCeOQKRuGuin563F4?jE3R?hjX3UJMaNz2l3? Scale = 1:42.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 224344 3x4 3x6 FP 3x4 3x6 FP 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x6 4x6 25-6-4 25-6-4 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], [19:0-1-8,Edge], [20:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [39:0-1-8,Edge], [40:0-1-8,Edge], [41:0-1-8,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 0.34 0.29 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 111 lb FT = 20%F, 9%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 25-6-4. (lb) - Max Horz 42=-309(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 40 except 42=-1273(LC 6), 22=-1081(LC 7), 41=-376(LC 7), 39=-975(LC 7), 25=-941(LC 6), 24=-127(LC 7), 23=-246(LC 6) Max Grav All reactions 250 lb or less at joint(s) 40, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26, 24 except 42=1302(LC 5), 22=1114(LC 4), 41=442(LC 4), 39=1047(LC 4), 25=1014(LC 5), 23=324(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-42=-1298/1278, 21-22=-1109/1086, 1-2=-1105/1100, 2-3=-1705/1704, 3-4=-2376/2379, 4-5=-2070/2072, 5-7=-1763/1766, 7-8=-1457/1459, 8-9=-1150/1152, 9-10=-843/846, 10-11=-537/539, 12-13=-382/384, 13-14=-688/691, 14-15=-995/997, 15-16=-1302/1304, 16-17=-1608/1611, 17-18=-1915/1917, 18-19=-2191/2224, 19-20=-1582/1582, 20-21=-1082/1078 BOT CHORD 41-42=-2083/2083, 40-41=-1930/1934, 39-40=-1078/1079, 24-25=-848/848, 23-24=-1638/1643, 22-23=-2048/2048 WEBS 2-41=-907/866, 3-40=-1030/991, 19-24=-996/957, 20-23=-847/802, 1-41=-1709/1715, 2-40=-1228/1223, 3-39=-1410/1406, 21-23=-1558/1564, 20-24=-1141/1134, 19-25=-1363/1359 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 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) 40 except (jt=lb) 42=1273, 22=1081, 41=376, 39=975, 25=941, 24=127, 23=246. 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 total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 23-6-4 to 25-6-4 for 1467.5 plf. 9) 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. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F02 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836933 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-vhwdQpqTA0g2gBPHqC8a8gAJG2lZTd1qWooTdGz2l2z Scale = 1:42.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 3x6 FP3x6 3x6 FP 3x6 1.5x4 1.5x4 3x6 3x8 3x6 1.5x4 1.5x4 0-3-0 0-3-0 4-6-12 4-3-12 15-0-12 10-6-0 25-6-4 10-5-8 1-8-4 2-6-0 2-4-8 0-1-8 2-2-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,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 0.47 0.31 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.01 (loc) 15-16 15-16 15 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 116 lb FT = 20%F, 9%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.All bearings 0-5-8 except (jt=length) 23=Mechanical, 15=0-2-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 23 Max Grav All reactions 250 lb or less at joint(s) 23 except 22=987(LC 3), 15=495(LC 5), 19=1313(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/463, 3-5=0/463, 5-6=-630/2, 6-7=-630/2, 7-8=-630/2, 8-9=0/790, 9-10=0/790, 10-11=-821/0, 11-12=-821/0, 12-13=-821/0 BOT CHORD 21-22=0/354, 20-21=-2/630, 19-20=-221/345, 17-19=-174/428, 16-17=0/821, 15-16=0/707 WEBS 3-22=-274/0, 9-19=-275/0, 2-22=-522/0, 8-19=-1010/0, 5-22=-913/0, 8-20=0/452, 5-21=-9/333, 13-15=-798/0, 10-19=-1116/0, 10-17=0/548 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F03 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836934 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-OtU?e9r5xJovIL_TNvfphtiT9S4CC4zzlSX09iz2l2y Scale = 1:42.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP3x6 3x6 FP 3x8 3x6 3x6 1.5x4 1.5x4 3x6 1.5x4 3x6 3x8 1.5x4 1.5x4 0-3-0 0-3-0 4-6-12 4-3-12 17-0-12 12-6-0 25-5-4 8-4-8 1-8-4 2-6-0 0-3-0 1-7-8 0-3-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-1-8,Edge], [11:0-1-8,Edge], [16:0-1-8,Edge], [22:0-1-8,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 0.52 0.29 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.13 0.01 (loc) 15-16 15-16 15 l/defl >999 >755 n/a L/d 480 360 n/a PLATES MT20 Weight: 117 lb FT = 20%F, 9%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.All bearings 0-5-8 except (jt=length) 24=Mechanical, 15=0-1-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 24=-176(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24 except 23=1202(LC 3), 15=399(LC 5), 19=1276(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/740, 3-5=0/740, 5-6=-833/0, 6-7=-833/0, 7-8=-862/0, 8-9=-862/0, 9-10=0/730, 10-11=0/730, 11-12=-446/228, 12-13=-446/228 BOT CHORD 23-24=-275/131, 22-23=0/322, 21-22=0/833, 20-21=0/833, 19-20=-32/406, 17-19=-228/446, 16-17=-228/446, 15-16=-43/525 WEBS 3-23=-273/0, 10-19=-270/0, 2-23=-706/0, 2-24=-165/346, 9-19=-1150/0, 5-23=-1191/0, 9-20=0/566, 5-22=0/595, 13-15=-592/48, 11-19=-987/0, 13-16=-318/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 24. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F04 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836935 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-s32NrVsjidwmwVZgxdA2E5Ff7rNwxW?6z6Hai8z2l2x Scale = 1:28.3 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x6 3x4 3x6 3x4 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x4 3x8 12-6-0 12-6-0 12-7-8 0-1-8 16-11-12 4-4-4 2-6-0 1-10-8 1-7-4 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.51 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.23 0.02 (loc) 12-13 12-13 9 l/defl >999 >646 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 9%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: 9-10. REACTIONS. (size)13=0-2-12, 9=Mechanical, 10=0-5-8 Max Uplift 9=-74(LC 3) Max Grav 13=630(LC 3), 9=276(LC 7), 10=1170(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1301/0, 3-4=-1301/0, 4-5=-1301/0, 5-6=-136/741, 6-7=-137/738 BOT CHORD 12-13=0/962, 11-12=0/1301, 10-11=0/698, 9-10=-252/286 WEBS 2-13=-1086/0, 5-10=-1245/0, 2-12=0/386, 5-11=0/693, 4-11=-276/0, 7-9=-323/285, 7-10=-618/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 9. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F05 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836936 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-KGcm3rtLTx2dXf8sVKhHmIopPFmHgziGCm07Ebz2l2w Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 1.5x4 3x4 3x6 3x6 3x4 3x4 3x6 3x6 3x4 3x4 1.5x4 1.5x4 3x6 3x4 1.5x4 3x4 3x8 1-11-12 1-11-12 2-1-4 0-1-8 14-8-8 12-7-4 19-2-4 4-5-12 1-8-12 2-6-0 0-3-0 1-8-12 1-7-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [13:0-2-0,Edge], [15:0-1-8,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 0.47 0.31 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 15 15-16 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 9%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)11=Mechanical, 16=0-5-8, 12=0-5-8 Max Uplift 11=-222(LC 6) Max Grav 11=158(LC 5), 16=822(LC 3), 12=1333(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1162/0, 4-5=-1162/0, 5-6=-1012/0, 6-7=-1012/0, 7-8=0/906, 8-9=0/903 BOT CHORD 15-16=0/858, 14-15=0/1162, 13-14=0/1162, 12-13=0/342, 11-12=-498/67 WEBS 2-16=-319/0, 7-12=-1374/0, 3-16=-979/0, 7-13=0/771, 3-15=0/418, 5-13=-301/53, 9-11=-75/563, 9-12=-702/0 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 11. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F06 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836937 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-KGcm3rtLTx2dXf8sVKhHmIorXFoZg1zGCm07Ebz2l2w Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 1.5x4 3x6 3x6 3x6 1.5x4 1.5x4 3x6 1.5x4 3x6 2-0-0 2-0-0 2-1-4 0-1-4 14-8-8 12-7-4 19-2-4 4-5-12 1-8-12 2-6-0 0-3-0 1-8-12 1-7-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [15:0-1-8,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 0.34 0.17 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.04 0.00 (loc) 16 15-16 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 9%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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 12-13. REACTIONS.All bearings 12-11-4 except (jt=length) 11=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14 Max Grav All reactions 250 lb or less at joint(s) 11 except 16=498(LC 3), 15=487(LC 4), 13=427(LC 6), 12=586(LC 4), 12=586(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-16=-322/0, 7-12=-310/0, 3-16=-287/0, 7-13=-307/0, 3-15=-344/7, 9-12=-308/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F07 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836938 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-oS98GBtzEEAU9pj232CWJWK0zf7vPRXPRQmhm1z2l2v Scale = 1:21.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 1.5x4 3x4 3x6 3x6 3x4 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 1-11-12 1-11-12 2-1-4 0-1-8 12-11-4 10-10-0 1-8-12 2-6-0 0-2-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [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 0.36 0.22 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.00 (loc) 8-9 8-9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 9%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, Except: 10-0-0 oc bracing: 9-10. REACTIONS. (size)8=0-3-8, 11=0-5-8 Max Horz 8=-876(LC 4), 11=876(LC 4) Max Grav 8=584(LC 4), 11=819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1169/0, 4-5=-1169/0, 5-6=-1169/0 BOT CHORD 9-10=0/295 WEBS 2-11=-321/0, 6-8=-993/0, 3-11=-975/0, 6-9=0/375, 3-10=0/434 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) Non Standard bearing condition. Review required. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F08 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836939 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-GejWUXub_YILnyIFcljlrjtBE3Vc8xaZg4VEITz2l2u Scale = 1:18.2 1 2 3 4 5 6 14 13 12 11 10 9 8 7 15 16 3x4 3x6 3x6 3x4 3x4 3x6 3x4 3x4 1-4-0 1-4-0 1-11-12 0-7-12 2-1-4 0-1-8 2-8-0 0-6-12 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 9-11-12 0-7-12 1-8-12 2-6-0 0-1-8 2-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [3:0-1-8,Edge], [10:0-1-8,Edge], [22:0-2-0,0-0-4] 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 0.32 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 13 7-8 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 9%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 9-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 11 Max Grav All reactions 250 lb or less at joint(s) 7, 7, 10, 12, 9, 8 except 13=370(LC 1), 11=310(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-334/0, 5-7=-250/0, 5-10=-335/0, 3-11=-319/22 NOTES-(9) 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 studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F09 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836940 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-krHuhtvDlsQBO6tRATF_OxQPpTq8tMBiukFnrvz2l2t Scale = 1:11.6 1 2 3 4 8 7 6 5 1.5x4 3x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1-10-9 1-10-9 3-7-7 1-8-13 5-6-0 1-10-9 1-5-5 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.17 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 49 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=1068(LC 1), 5=1068(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1044/0, 4-5=-293/0, 1-2=-1076/0, 2-3=-1078/0 BOT CHORD 6-7=0/1076, 5-6=0/1078 WEBS 1-7=0/1311, 2-7=-744/0, 3-5=-1313/0 NOTES-(6) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-400 June 26,2021 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 J1093179F Truss F10 Truss Type Floor Girder Qty 2 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836941 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-krHuhtvDlsQBO6tRATF_OxQO?TrztPUiukFnrvz2l2t Scale = 1:10.2 2 3 4 1 7 6 5 3x4 2x4 1.5x4 4x8 3x4 2x4 1.5x4 2-3-10 2-3-10 4-5-4 2-1-10 4-11-12 0-6-8 1-8-6 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-5-0,0-2-0] 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-SH 0.19 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=Mechanical Max Grav 1=351(LC 1), 5=1265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-576/0 BOT CHORD 1-7=0/464, 6-7=0/490 WEBS 2-6=-382/0 NOTES-(7) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) 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: 1-5=-10, 2-4=-100, 1-2=-100 Concentrated Loads (lb) Vert: 6=-1100 June 26,2021 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 J1093179F Truss F11 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836942 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-C1rGuDwsW9Y20GSdkAmDx8ya1s3Vcoss7O_LNMz2l2s Scale = 1:17.8 2 3 4 5 6 7 1 13 12 11 10 9 8 14 4x4 1.5x4 4x8 1.5x4 3x6 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2-3-10 2-3-10 5-0-14 2-9-4 6-7-13 1-6-15 8-1-13 1-5-15 9-8-8 1-6-11 1-0-4 0-11-4 1-2-7 1-1-7 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-5-0,0-2-0] 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 0.18 0.61 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.02 (loc) 11 11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 4-11: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 8=0-2-12 Max Grav 1=1307(LC 1), 8=1515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3265/0, 3-4=-4110/0, 4-5=-3188/0, 5-6=-1671/0, 1-2=-2448/0 BOT CHORD 1-13=0/2103, 12-13=0/2101, 11-12=0/3264, 10-11=0/4110, 9-10=0/3188, 8-9=0/1671 WEBS 4-11=0/449, 2-12=0/1506, 3-12=-881/0, 3-11=0/1150, 4-10=-1161/0, 5-10=0/747, 5-9=-1950/0, 6-9=0/1232, 6-8=-2198/0 NOTES-(6) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-4=-100, 4-14=-300, 7-14=-100, 1-2=-100 Concentrated Loads (lb) Vert: 11=-1300 June 26,2021 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 J1093179F Truss F12 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836943 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-C1rGuDwsW9Y20GSdkAmDx8ybksCxcsws7O_LNMz2l2s Scale = 1:11.5 1 2 3 4 5 10 9 8 7 6 11 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-3-12 1-3-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10: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-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20%F, 9%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 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-3-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F13 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836944 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-gDPf6ZwUHTgveQ1pIuHSTMViJGT2LIJ?M2kuvoz2l2r Scale = 1:11.5 1 2 3 5 4 6 3x4 3x6 3x6 1.5x4 3x4 5-3-12 5-3-12 2-3-12 2-6-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1: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 0.33 0.27 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.12 0.00 (loc) 5 4-5 4 l/defl **** >526 n/a L/d 480 360 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 9%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 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=0-3-8 Max Grav 5=278(LC 1), 4=272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/288 WEBS 2-4=-320/0, 2-5=-331/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F14 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836945 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-wyS2?e17AEpeDpDYJGxaKFNJYucXyNsKQxPtknz2l2i Scale = 1:10.312 4 35 2x4 3x4 1.5x4 4x5 JUS44 Special2-11-4 2-11-4 2-2-4 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [3:0-2-4,0-2-0] 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 0.11 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 31 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-4, 3=0-3-8 Max Grav 4=254(LC 1), 3=570(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP JUS44 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent at 1-7-8 from the left end to connect truss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down at 2-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-10, 1-2=-100 Concentrated Loads (lb) Vert: 3=-274(F) 5=-268(F) June 26,2021 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 J1093179F Truss F15 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836946 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-O80QCz2lwYxVrynlt_SptTwU7IxLho_Tfb9QGDz2l2h Scale: 3/4"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 1.5x4 3x6 3x6 4x4 Special 1-8-7 1-8-7 4-9-12 3-1-5 6-2-1 1-4-5 7-3-11 1-1-9 8-8-12 1-5-1 1-3-3 1-2-3 0-11-13 0-10-1 0-11-13 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 0.06 0.08 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 12 11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 4-11: 2x6 DF SS 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)8=0-3-8, 14=0-5-4 Max Grav 8=565(LC 1), 14=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-523/0, 2-3=-606/0, 3-4=-986/0, 4-5=-1115/0, 5-6=-880/0, 6-7=-527/0 BOT CHORD 13-14=0/606, 12-13=0/986, 11-12=0/1115, 10-11=0/880, 9-10=0/527 WEBS 2-14=-748/0, 2-13=0/264, 3-13=-470/0, 5-11=0/305, 5-10=-312/0, 6-10=0/498, 6-9=-482/0, 7-9=0/702 NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 24 lb up at 4-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-7=-100 Concentrated Loads (lb) Vert: 11=-183(F) June 26,2021 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 J1093179F Truss F16 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836947 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-O80QCz2lwYxVrynlt_SptTwUNIyAhqnTfb9QGDz2l2h Scale = 1:12.5 1 2 3 4 5 10 9 8 7 61112 2x4 1.5x4 3x6 3x4 3x4 4x4 3x4 3x4 3x4 3x4 Special Special Special Special 2-2-1 2-2-1 3-4-13 1-2-12 4-9-5 1-4-8 6-3-8 1-6-4 1-7-1 1-1-0 0-11-0 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 0.04 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 68 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 5-6: 2x6 DF SS 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: 9-10. REACTIONS.All bearings 4-2-15 except (jt=length) 10=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 except 8=-160(LC 9), 7=-176(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 8 except 6=293(LC 1), 9=436(LC 1), 7=302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 8=160, 7=176. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down and 84 lb up at 1-1-4, 148 lb down and 232 lb up at 3-1-4, and 148 lb down and 232 lb up at 5-1-4, and 203 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-5=-100 Concentrated Loads (lb) Vert: 6=-203(F) 8=-148(F) 11=-266(F) 12=-148(F) June 26,2021 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 J1093179F Truss F17 Truss Type Floor Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) I13836948 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-sLZpQJ3Nhr3LS6MxRh_2QgScCiG3QEAduFuzofz2l2g Scale = 1:13.5 1 2 3 4 8 7 6 591011 5x6 5x6 1.5x4 1.5x4 4x4 4x4 3x6 3x6 JUS48 JUS48 JUS48 7-3-8 7-3-8 2-6-0 1-1-8 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-SH 0.23 0.18 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 117 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud 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)8=0-3-8, 5=0-5-8 Max Grav 8=1923(LC 1), 5=1750(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2854/0 BOT CHORD 7-8=0/2854, 6-7=0/2854, 5-6=0/2854 WEBS 3-5=-2804/0, 2-8=-2791/0, 2-7=0/924, 3-6=0/918 NOTES-(8) 1) 3-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP JUS48 (With 6-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-4 from the left end to 5-5-4 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-968(B) 10=-968(B) 11=-968(B) June 26,2021 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 J1093179F Truss F18 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836949 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-GwFx2L5G_mRwJa5W6qXl1J47NvGGdaJ3aD7dP_z2l2d Scale = 1:31.4 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 163132 3x4 3x4 4x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 4x4 3x4 4x5 4x5 18-10-0 18-10-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [2:0-1-8,Edge], [3:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [15:0-2-0,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [29:0-1-8,Edge], [30: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 0.23 0.21 0.31 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: 87 lb FT = 20%F, 9%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 18-10-0. (lb) - Max Horz 30=-213(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 18 except 30=-941(LC 6), 16=-815(LC 7), 29=-274(LC 7), 27=-689(LC 7), 19=-671(LC 6), 17=-187(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 26, 25, 24, 23, 22, 21, 20, 18 except 30=970(LC 5), 16=848(LC 4), 29=339(LC 4), 27=762(LC 4), 19=744(LC 5), 17=278(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-965/946, 15-16=-842/821, 1-2=-813/809, 2-3=-1191/1191, 3-4=-1583/1587, 4-5=-1277/1281, 5-6=-971/974, 6-7=-664/667, 7-8=-357/361, 8-9=-253/257, 9-10=-560/563, 10-11=-867/870, 11-12=-1173/1177, 12-13=-1479/1483, 13-14=-1104/1105, 14-15=-800/796 BOT CHORD 29-30=-1521/1521, 28-29=-1404/1408, 27-28=-775/775, 18-19=-610/610, 17-18=-1200/1205, 16-17=-1489/1489 WEBS 2-29=-678/636, 3-28=-744/705, 13-18=-725/687, 14-17=-640/595, 1-29=-1267/1273, 2-28=-909/904, 3-27=-1010/1006, 15-17=-1170/1176, 14-18=-854/848, 13-19=-984/980 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 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=941, 16=815, 29=274, 27=689, 19=671, 17=187. 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 total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 16-10-0 to 18-10-0 for 1082.9 plf. 9) 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. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F19 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836950 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-k6pJFh6ul4ZnxkgigX2_aWdDSJSsM_MCotsBxQz2l2c Scale = 1:31.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x8 3x4 3x8 4x8 4x8 4x6 4x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 18-10-0 18-10-0 2-6-0 0-4-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.89 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.41 0.08 (loc) 11-12 11-12 10 l/defl >797 >545 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 9%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 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-2-12, 10=Mechanical Max Grav 15=1022(LC 1), 10=1022(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2822/0, 3-4=-2822/0, 4-5=-3418/0, 5-6=-3418/0, 6-7=-2828/0, 7-8=-2828/0 BOT CHORD 14-15=0/1706, 13-14=0/3418, 12-13=0/3418, 11-12=0/3385, 10-11=0/1710 WEBS 8-10=-1930/0, 2-15=-1926/0, 8-11=0/1269, 2-14=0/1266, 3-14=-265/0, 6-11=-633/0, 4-14=-787/0, 6-12=-277/368 NOTES-(6) 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) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F20 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836951 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:13:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-k6pJFh6ul4ZnxkgigX2_aWdD0JRfMzJCotsBxQz2l2c Scale = 1:31.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x8 3x4 3x8 4x8 4x8 4x6 4x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 18-11-0 18-11-0 2-6-0 0-5-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.91 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.42 0.08 (loc) 11-12 11-12 10 l/defl >778 >532 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 9%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 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-1-12, 10=Mechanical Max Grav 15=1027(LC 1), 10=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2839/0, 3-4=-2839/0, 4-5=-3447/0, 5-6=-3447/0, 6-7=-2845/0, 7-8=-2845/0 BOT CHORD 14-15=0/1715, 13-14=0/3447, 12-13=0/3447, 11-12=0/3411, 10-11=0/1719 WEBS 8-10=-1940/0, 2-15=-1936/0, 8-11=0/1278, 2-14=0/1275, 3-14=-267/0, 6-11=-643/0, 4-14=-806/0, 6-12=-275/377 NOTES-(6) 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) 15. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F21 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836952 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:00 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-CINiT17WWOheZtFuEFZD7k9N7jna5QUM1XckTtz2l2b Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x8 3x4 3x8 4x10 4x10 4x8 4x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 19-0-8 19-0-8 2-6-0 0-6-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.93 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.44 0.08 (loc) 11-12 11-12 10 l/defl >751 >514 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 9%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 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. REACTIONS. (size)15=0-3-8, 10=Mechanical Max Grav 15=1034(LC 1), 10=1034(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2863/0, 3-4=-2863/0, 4-5=-3491/0, 5-6=-3491/0, 6-7=-2871/0, 7-8=-2871/0 BOT CHORD 14-15=0/1728, 13-14=0/3491, 12-13=0/3491, 11-12=0/3450, 10-11=0/1732 WEBS 8-10=-1956/0, 2-15=-1951/0, 8-11=0/1293, 2-14=0/1289, 3-14=-269/0, 6-11=-657/0, 4-14=-836/0, 6-12=-273/391 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F22 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836953 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:00 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-CINiT17WWOheZtFuEFZD7k9L9jpp5QEM1XckTtz2l2b Scale = 1:32.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x8 3x4 3x8 4x10 4x10 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 19-6-4 19-6-4 2-6-0 1-0-4 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.78 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.45 0.06 (loc) 11-12 11-12 10 l/defl >750 >518 n/a L/d 480 360 n/a PLATES MT20 Weight: 89 lb FT = 20%F, 9%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 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 10=0-5-4 Max Grav 15=1060(LC 1), 10=1060(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2956/0, 3-4=-2956/0, 4-5=-3664/0, 5-6=-3664/0, 6-7=-2971/0, 7-8=-2971/0 BOT CHORD 14-15=0/1777, 13-14=0/3664, 12-13=0/3664, 11-12=0/3598, 10-11=0/1785 WEBS 8-10=-2015/0, 2-15=-2006/0, 8-11=0/1346, 2-14=0/1338, 3-14=-272/1, 6-11=-711/0, 4-14=-952/0, 6-12=-253/445 NOTES-(4) 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F23 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836954 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:01 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-hVx4gN88HhpVA1q5ny4SfxiWy79CqttVGBLI0Jz2l2a Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 3x6 FP 3x4 3x6 1.5x4 3x6 FP 3x4 4x8 4x10 4x6 4x8 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x4 3x10 3x4 1.5x4 1.5x4 19-3-12 19-3-12 26-6-4 7-2-8 2-6-0 0-11-4 1-7-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [19:0-3-0,Edge], [21:0-1-8,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 0.72 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.42 0.06 (loc) 21-22 21-22 14 l/defl >789 >546 n/a L/d 480 360 n/a PLATES MT20 Weight: 120 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) *Except* 14-17: 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)23=0-3-8, 14=0-3-8, 18=0-5-8 Max Uplift 14=-61(LC 3) Max Grav 23=1007(LC 10), 14=334(LC 4), 18=1689(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2772/0, 3-4=-2772/0, 4-6=-3254/0, 6-7=-3254/0, 7-8=-2442/0, 8-9=-2442/0, 9-10=0/1021, 10-11=0/1021, 11-12=-382/288 BOT CHORD 22-23=0/1685, 21-22=0/3299, 20-21=0/3254, 19-20=0/3254, 18-19=0/1184, 16-18=-288/382, 15-16=-288/382, 14-15=-288/382 WEBS 10-18=-251/0, 2-23=-1902/0, 9-18=-2100/0, 2-22=0/1234, 9-19=0/1491, 8-19=-274/0, 4-22=-598/0, 7-19=-1044/0, 4-21=-355/321, 12-14=-423/326, 11-18=-1015/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F24 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836955 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:02 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-9hVSui8m2?yMoBPHLfchC9FgqXUmZKEfVr5rYlz2l2Z Scale = 1:43.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 3x6 FP 3x4 3x8 1.5x4 3x6 FP 3x4 4x8 4x10 4x6 4x8 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x4 3x10 3x4 1.5x4 1.5x4 18-11-4 18-11-4 26-1-12 7-2-8 2-6-0 0-6-12 1-7-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [19:0-3-0,Edge], [21:0-1-8,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 0.78 0.88 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.42 0.07 (loc) 21-22 21-22 14 l/defl >793 >543 n/a L/d 480 360 n/a PLATES MT20 Weight: 115 lb FT = 20%F, 9%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 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)23=Mechanical, 14=0-3-8, 18=0-5-8 Max Uplift 14=-80(LC 3) Max Grav 23=978(LC 10), 14=328(LC 4), 18=1695(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2662/0, 3-5=-2662/0, 5-6=-3060/0, 6-7=-3060/0, 7-8=-2301/0, 8-9=-2301/0, 9-10=0/1117, 10-11=0/1117, 11-12=-368/337 BOT CHORD 22-23=0/1627, 21-22=0/3138, 20-21=0/3060, 19-20=0/3060, 18-19=0/1061, 16-18=-337/368, 15-16=-337/368, 14-15=-337/368 WEBS 10-18=-251/0, 2-23=-1837/0, 9-18=-2078/0, 2-22=0/1175, 9-19=0/1472, 8-19=-273/0, 5-22=-540/0, 7-19=-963/0, 5-21=-385/280, 12-14=-408/381, 11-18=-1073/0 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) 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) 14. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F25 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836956 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-ZGAbWkBfLwKxff7s0o9OqntIYkZBmkf5BpJV94z2l2W Scale = 1:43.5 1 2 3 4 5 6 7 8 9 10 11 12 13 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 33 62 63 3x6 FP 3x4 3x6 3x6 FP 3x4 5x6 4x4 3x6 3x6 3x4 4x4 3x4 3x4 3x6 3x4 3x8 3x4 3x6 3x8 3x8 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 6-8-0 2-8-0 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 19-0-8 0-4-8 20-0-0 0-11-8 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-1-12 0-9-12 2-6-0 0-8-0 1-5-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-0-6,0-1-4], [7:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [25:0-1-8,Edge], [36:0-4-0,0-0-5], [38:0-4-0,0-0-5], [50:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.58 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.09 0.02 (loc) 14-15 14-15 21 l/defl >999 >905 n/a L/d 480 360 n/a PLATES MT20 Weight: 140 lb FT = 20%F, 9%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 19-2-0 except (jt=length) 14=0-3-8. (lb) - Max Horz 32=304(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 24, 19 except 32=-496(LC 6), 28=-212(LC 7), 21=-323(LC 6), 25=-163(LC 7), 23=-121(LC 6), 18=-284(LC 7) Max Grav All reactions 250 lb or less at joint(s) 23, 31, 30, 29, 27, 26, 22, 20, 19 except 32=575(LC 5), 28=697(LC 2), 21=669(LC 12), 25=435(LC 2), 14=417(LC 11), 18=823(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-604/604, 2-3=-1364/1404, 3-5=-765/815, 5-6=-1058/1079, 6-7=-468/490, 7-8=-556/582, 8-9=-617/643, 9-10=-1383/1380, 10-11=-779/776, 11-12=-825/485, 12-13=-605/604 BOT CHORD 31-32=-1085/1153, 30-31=-2088/2156, 29-30=-2088/2156, 28-29=-2088/2156, 27-28=-683/732, 26-27=-683/732, 25-26=-683/732, 24-25=-288/267, 23-24=-288/267, 22-23=-288/267, 21-22=-288/267, 20-21=-973/1036, 19-20=-973/1036, 18-19=-973/1036, 16-18=-2331/2556, 15-16=-2331/2556, 14-15=-2331/2556 WEBS 10-18=-279/4, 2-32=-1188/1111, 9-18=-1182/1113, 2-28=-1181/1058, 9-21=-1198/1096, 8-21=-272/0, 5-28=-626/460, 7-21=-310/305, 5-25=-562/454, 12-14=-765/336, 11-18=-801/367 NOTES-(10) 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 studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 24, 19 except (jt=lb) 32=496, 28=212, 21=323, 25=163, 23=121, 18=284. 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 total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 24-1-12 to 26-1-12 for 1503.4 plf. 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. June 26,2021 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 J1093179F Truss F26 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836957 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-1Skzj4BH6ESoHoi2aVgdM?PX881_VBmEPT33hWz2l2V Scale = 1:13.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 3x8 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 4x5 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 7-1-12 0-5-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [13: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 0.12 0.10 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20%F, 9%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 7-1-12. (lb) - Max Horz 13=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 13=-855(LC 6), 8=-708(LC 7), 12=-832(LC 7), 9=-685(LC 6) Max Grav All reactions 250 lb or less at joint(s) 11, 10 except 13=878(LC 5), 8=743(LC 4), 12=908(LC 4), 9=770(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-873/860, 1-2=-732/734, 2-3=-482/484, 4-5=-437/438, 5-6=-713/745 BOT CHORD 12-13=-664/664, 8-9=-524/529 WEBS 6-8=-739/709, 1-12=-1154/1151, 6-9=-1017/1008 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 855 lb uplift at joint 13, 708 lb uplift at joint 8, 832 lb uplift at joint 12 and 685 lb uplift at joint 9. 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 total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 5-1-12 to 7-1-12 for 410.9 plf. 9) 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. 10) CAUTION, Do not erect truss backwards. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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 J1093179F Truss F27 Truss Type Floor Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836958 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-1Skzj4BH6ESoHoi2aVgdM?PSR8_JVDnEPT33hWz2l2V Scale = 1:13.3 1 2 3 4 8 7 6 5 9 3x4 3x6 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 7-1-12 7-1-12 2-6-0 1-4-12 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] 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 0.42 0.27 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 34 lb FT = 20%F, 9%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)8=Mechanical, 5=0-3-8 Max Grav 8=379(LC 1), 5=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/0 BOT CHORD 7-8=0/494, 6-7=0/494, 5-6=0/494 WEBS 3-5=-550/0, 2-8=-555/0 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) 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) 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. June 26,2021 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 J1093179F Truss F28 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836959 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:14:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-VeILxQCvtXaeuyHE8DBsvCydBYKXEg0Oe7ocDzz2l2U Scale = 1:13.3 1 2 3 4 8 7 6 5 9 3x4 3x6 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 7-1-12 7-1-12 2-6-0 1-4-12 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] 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 0.42 0.27 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 34 lb FT = 20%F, 9%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)8=0-2-0, 5=0-3-8 Max Grav 8=379(LC 1), 5=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/0 BOT CHORD 7-8=0/494, 6-7=0/494, 5-6=0/494 WEBS 3-5=-550/0, 2-8=-555/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 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