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Floor Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1093179AF 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 I13836988I13836960 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 J1093179AF Truss B1 Truss Type FLOOR BLOCKING Qty 15 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836960 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:29 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-6QFL8SCLZkv0kZY?xRf4DVLixbMaSlFSVtfy6Dz2l1C Scale = 1:10.412 4 3 3x4 3x4 3x6 3x6 0-0-2 1-8-6 1-8-61-6-01-6-0Plate 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 J1093179AF Truss B2 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836961 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:29 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-6QFL8SCLZkv0kZY?xRf4DVLjzbN2SmpSVtfy6Dz2l1C Scale = 1:10.412 4 3 3x4 3x4 3x6 3x6 0-0-2 1-2-6 1-2-61-6-01-6-0Plate 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 J1093179AF Truss B3 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836962 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-acpjMoCzK11tMj7BV8BJmjutT?i4BCqbkXPVefz2l1B Scale = 1:10.412 4 3 3x4 3x4 3x6 3x6 0-0-2 1-4-14 1-4-141-6-01-6-0Plate 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 J1093179AF Truss F01 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836963 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-2pN5Z8Db5L9kzsiO3siYJwR_BP?pwcglyB82A5z2l1A 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 25-6-41-6-01-6-0Plate 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 J1093179AF Truss F02 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836964 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-W?xUnUEDrfHbb0HadZDnr8z7_oKif5luBruciXz2l19 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 1-6-01-6-0Plate 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 J1093179AF Truss F03 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836965 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-_BUs_qFscyPSDAsmAHk0OLWHuCgLOYh2QVd9F_z2l18 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 1-6-01-6-0Plate 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 J1093179AF Truss F04 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836966 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-SO2EBAGUNGXIqKRzk_FFwZ3Uscz37zjBf9NjnQz2l17 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 1-6-01-6-0Plate 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 J1093179AF Truss F05 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836967 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-waccPWG68af9SU09IhmUTmbe80MQsQQLtp6GJsz2l16 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 1-6-01-6-0Plate 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 J1093179AF Truss F06 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836968 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-PmA_csHkvto04ebLsPHj0_8r?QkxbxxU6TspsJz2l15 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 1-6-01-6-0Plate 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 J1093179AF Truss F07 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836969 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-PmA_csHkvto04ebLsPHj0_8rhQj2buFU6TspsJz2l15 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 1-6-01-6-0Plate 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 J1093179AF Truss F08 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836970 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-tzkNqBIMgBwthn9XP6pyYBh0yp5lKOIdL7bNOlz2l14 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 1-6-01-6-0Plate 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 J1093179AF Truss F11 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836971 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-L9Il1XJ_RV2kJxkkzqKB5ODE?DIP3oKnZnLwwBz2l13 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 1-6-01-6-0Plate 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 J1093179AF Truss F12 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836972 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-L9Il1XJ_RV2kJxkkzqKB5ODFiDRr3sOnZnLwwBz2l13 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 1-6-01-6-0Plate 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 J1093179AF Truss F13 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836973 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-pLs7FtJcCoAbx5JwXXrQdcmMIdjyoInwoR4USdz2l12 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 1-6-01-6-0Plate 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 J1093179AF Truss F14 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836974 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-6hnmjGP?Yy2bHALGRVT3Q4Yc1SAzxUqyP1HLBjz2l0x Scale = 1:10.312 4 35 2x4 3x4 1.5x4 4x5 JUS44 Special2-11-4 2-11-4 2-2-4 1-6-01-6-0Plate 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 J1093179AF Truss F15 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836975 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-auL8wcQeJGASuKwS?D_IyI5ocrVngvz6eg1vjAz2l0w 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 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 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 J1093179AF Truss F16 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836976 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-auL8wcQeJGASuKwS?D_IyI5osrWcgxm6eg1vjAz2l0w 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 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 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 J1093179AF Truss F17 Truss Type Floor Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) I13836977 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-24uX7yQG4ZIJWUVfZwVXVVewhFqVPL9FtKmSGcz2l0v 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 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 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 J1093179AF Truss F18 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836978 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-WGSvLIRurtQA8d4r6e0n1jA5Mf9E8nnO5_W?o2z2l0u 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 18-10-01-6-01-6-0Plate 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 J1093179AF Truss F19 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836979 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-WGSvLIRurtQA8d4r6e0n1jA0hf?b8kaO5_W?o2z2l0u 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 1-6-01-6-0Plate 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 J1093179AF Truss F20 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836980 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-_T0HYeSWcBY1lnf1gLY0awjB?3KdtAnYKeFZKVz2l0t 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 1-6-01-6-0Plate 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 J1093179AF Truss F21 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836981 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-Sfafm_T8NUguNxEEE33F78GL6TfYcdzhZI?6sxz2l0s 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 1-6-01-6-0Plate 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 J1093179AF Truss F22 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836982 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-Sfafm_T8NUguNxEEE33F78GJ8ThncdjhZI?6sxz2l0s 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 1-6-01-6-0Plate 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 J1093179AF Truss F23 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836983 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-xr81zKUm8opl?5pQomaUfLoUxs1AL3MrnykgPNz2l0r 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 1-6-01-6-0Plate 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 J1093179AF Truss F24 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836984 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-P2iQBgUOv6xccFOcLT5jCZLepGMk4Wj_0cUDxqz2l0q 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 1-6-01-6-0Plate 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 J1093179AF Truss F25 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836985 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-pdNYphXHC1JBTi6B1ceQqBzGXUS9Gx7QiaitY8z2l0n 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 1-6-01-6-0Plate 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 J1093179AF Truss F26 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836986 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:57 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-Hpxw01XvzKR25shNaJAfMPWV7tvy?OEaxESR4bz2l0m 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 1-6-01-6-0Plate 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 J1093179AF Truss F27 Truss Type Floor Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836987 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:57 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-Hpxw01XvzKR25shNaJAfMPWQQtsH?QFaxESR4bz2l0m 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 1-6-01-6-0Plate 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 J1093179AF Truss F28 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836988 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:15:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GyMs8y_Jqp4IfL_bvY0QZ_z36mS-l?VJENYXkeZuj0Ga81huvc2bAHCVktVjAuB_c1z2l0l 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 1-6-01-6-0Plate 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 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS