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Floor Truss Engineering - ATri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1090712F 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 I13837014I13836989 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 J1090712F Truss F1 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836989 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:21 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-YbukQIkVoSiamRt72mvZ34RX?IwqsjgReJOOLHz2kye Scale = 1:23.4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 2x4 3x4 3x4 5x6 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5x6 1.5x4 3x6 5x6 14-0-12 14-0-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.47 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.02 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-0-12. (lb) - Max Horz 24=30(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14 except 24=-468(LC 6), 13=-1395(LC 7), 23=-174(LC 6), 22=-651(LC 7), 15=-1428(LC 6) Max Grav All reactions 250 lb or less at joint(s) 21, 20, 19, 18, 17, 16, 14 except 24=496(LC 5), 13=1405(LC 4), 23=266(LC 3), 22=724(LC 4), 15=1504(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-491/473, 12-13=-1404/1396, 1-2=-414/412, 2-3=-813/816, 3-4=-506/509, 5-6=-412/415, 6-7=-718/721, 7-8=-1025/1028, 8-9=-1332/1335, 9-10=-1638/1611, 10-11=-1914/1948, 11-12=-661/660 BOT CHORD 22-23=-471/473, 21-22=-1138/1135, 20-21=-1138/1135, 19-20=-1138/1135, 18-19=-1138/1135, 17-18=-1138/1135, 16-17=-1138/1135, 15-16=-1138/1135, 14-15=-2559/2560, 13-14=-1078/1078 WEBS 2-23=-708/666, 11-14=-1477/1445, 1-23=-650/653, 2-22=-959/952, 12-14=-1547/1550, 11-15=-2049/2043 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 24=468, 13=1395, 23=174, 22=651, 15=1428. 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=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 12-0-12 to 14-0-12 for 1617.6 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) 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 J1090712F Truss F2 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836990 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-VFYvQozQJH5uYMqmfFl0K4kkXyKkpL_E0mVuWhz2kyL Scale = 1:25.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 1.5x4 1.5x4 3x6 3x4 3x6 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 5x6 5x6 14-1-0 14-1-0 15-1-15 1-0-15 2-6-0 0-11-8 0-9-15 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [9:Edge,0-1-8], [11:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.83 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.18 0.02 (loc) 12-13 12-13 10 l/defl >999 >920 n/a L/d 480 360 n/a PLATES MT20 Weight: 68 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (size)10=0-5-8, 14=Mechanical, 9=Mechanical Max Uplift 9=-1071(LC 3) Max Grav 10=1991(LC 1), 14=693(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1603/0, 3-4=-1603/0, 4-5=-1435/0, 5-6=-1435/0, 6-7=0/754 BOT CHORD 13-14=0/1059, 12-13=0/1435, 11-12=0/1435, 10-11=0/577, 9-10=-754/0 WEBS 7-10=-1262/0, 2-14=-1202/0, 6-10=-1503/0, 2-13=0/617, 6-11=0/975, 3-13=-309/0, 5-11=-312/0, 4-13=-107/307, 7-9=0/1270 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1071. 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 large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 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 J1090712F Truss F3 Truss Type Floor Qty 9 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836991 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-rDLoTW0Z8qjAe7ikSoKB18Rbnz18UdCz92CfBuz2kyG Scale: 1/2"=1' 1 2 3 4 5 6 7 12 11 10 9 8 1.5x4 1.5x4 3x6 3x6 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-0-12 14-0-12 2-6-0 0-11-4 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [11:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.81 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.18 0.03 (loc) 9-10 9-10 8 l/defl >999 >936 n/a L/d 480 360 n/a PLATES MT20 Weight: 60 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-2-8, 12=Mechanical Max Grav 8=767(LC 1), 12=767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1885/0, 3-4=-1885/0, 4-5=-1871/0, 5-6=-1871/0 BOT CHORD 11-12=0/1203, 10-11=0/1885, 9-10=0/1885, 8-9=0/1197 WEBS 6-8=-1358/0, 2-12=-1365/0, 6-9=0/765, 2-11=0/784, 5-9=-301/0, 4-9=-290/202 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) 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. 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 J1090712F Truss F4 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836992 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-rDLoTW0Z8qjAe7ikSoKB18Rj0zDcUiNz92CfBuz2kyG Scale = 1:22.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 14-3-8 14-3-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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 J1090712F Truss F5 Truss Type Half Hip Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836993 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:h3A32zwXPolDjWcH6ndc85zChC_-ocTZuB2pgRzuuQs7aDNf6ZW1nnrTyWkGdMhmGnz2kyE Scale = 1:11.4 1 2 3 5 4 3x8 6x6 2x4 4x4 3x8 2-0-0 2-0-0 2-3-11 0-3-11 5-11-12 3-8-1 2-0-0 2-0-0 2-3-11 0-3-11 5-11-12 3-8-1 0- 4 - 3 1- 6 - 0 6.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-9], [2:0-1-8,0-1-4], [4:0-1-12,0-2-0], [5:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.25 0.31 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 52 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 4=Mechanical Max Horz 1=35(LC 7) Max Uplift 1=-226(LC 10), 4=-154(LC 7) Max Grav 1=1846(LC 27), 4=1260(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3229/398 BOT CHORD 1-5=-368/2820, 4-5=-404/3123 WEBS 2-4=-3238/412, 2-5=-271/2248 NOTES-(14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 1 and 154 lb uplift at joint 4. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2500 lb down and 335 lb up at 2-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 2-3=-66, 1-4=-14 Concentrated Loads (lb) Vert: 5=-2500 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 J1090712F Truss F6 Truss Type Floor Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836994 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-ocTZuB2pgRzuuQs7aDNf6ZW?Gnt0ycXGdMhmGnz2kyE Scale = 1:10.3123 5 4 1.5x4 1.5x4 3x4 3x4 3x4 0-1-8 0-1-8 3-8-12 3-7-4 0-11-12 2-6-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.03 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 18 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical Max Grav 4=198(LC 1), 5=198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) 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 J1090712F Truss F7 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836995 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-Go1x5X3RRl5lVaRJ7xuufm3DCBFJh36Ps0RJoDz2kyD Scale = 1:10.31234 8 7 6 5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-8-12 3-8-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-8-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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 J1090712F Truss F8 Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13836996 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-Go1x5X3RRl5lVaRJ7xuufm39GB7QhyoPs0RJoDz2kyD Scale = 1:21.2 1 2 3 4 5 6 7 11 10 9 8121314151617 2x4 2x4 4x5 4x5 3x10 1.5x4 3x4 1.5x4 3x10 4x5 4x5 JUS44 JUS44 JUS44 JUS44 JUS44 JUS44 4-3-15 4-3-15 8-6-1 4-2-3 12-10-0 4-3-15 1-11-5 1- 5 - 1 2 1- 5 - 1 2 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.52 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.17 0.02 (loc) 9-10 9-10 8 l/defl >999 >895 n/a L/d 480 360 n/a PLATES MT20 Weight: 126 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 8=0-3-8 Max Grav 11=2494(LC 1), 8=2524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-308/0, 7-8=-308/0, 2-3=-6109/0, 3-4=-6109/0, 4-5=-6113/0, 5-6=-6113/0 BOT CHORD 10-11=0/3813, 9-10=0/6825, 8-9=0/3816 WEBS 2-11=-4084/0, 2-10=0/2597, 3-10=-501/0, 4-10=-810/0, 4-9=-806/0, 5-9=-501/0, 6-9=0/2597, 6-8=-4085/0 NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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) 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) Use USP JUS44 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-0 from the left end to 11-7-0 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: 8-11=-10, 1-7=-300 Concentrated Loads (lb) Vert: 12=-188(B) 13=-188(B) 14=-188(B) 15=-188(B) 16=-188(B) 17=-188(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 J1090712F Truss F9 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836997 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-k_aJJt43C2Dc7k0VheP7C_cJXbVlQQuZ4gBsKfz2kyC Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 224243 4x4 3x6 FP 4x4 4x4 2x4 3x6 FP 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 24-3-8 24-3-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [21:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [38:0-1-8,Edge], [39:0-1-8,Edge], [40:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.38 0.45 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: 105 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-3-8. (lb) - Max Horz 41=-306(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 39 except 41=-1117(LC 6), 22=-998(LC 7), 40=-210(LC 7), 38=-950(LC 7), 25=-883(LC 6), 24=-121(LC 7), 23=-216(LC 6) Max Grav All reactions 250 lb or less at joint(s) 39, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26, 24 except 41=1146(LC 5), 22=1035(LC 4), 40=295(LC 2), 38=1022(LC 4), 25=955(LC 5), 23=310(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-41=-1141/1122, 1-2=-1017/1014, 2-3=-1612/1612, 3-4=-2229/2262, 4-5=-1953/1955, 5-7=-1646/1649, 7-8=-1339/1342, 8-9=-1033/1035, 9-10=-726/729, 10-11=-419/422, 12-13=-499/501, 13-14=-805/808, 14-15=-1112/1114, 15-16=-1419/1421, 16-17=-1725/1728, 17-18=-2001/2034, 18-19=-1449/1449, 19-20=-986/1015 BOT CHORD 40-41=-2081/2081, 39-40=-1967/1970, 38-39=-1108/1108, 24-25=-738/738, 23-24=-1477/1479, 22-23=-1939/1943 WEBS 2-40=-917/874, 3-39=-1004/965, 18-24=-938/898, 19-23=-796/754, 20-22=-1024/988, 1-40=-1537/1541, 2-39=-1238/1234, 3-38=-1374/1371, 20-23=-1419/1416, 19-24=-1065/1061, 18-25=-1282/1279 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) 39 except (jt=lb) 41=1117, 22=998, 40=210, 38=950, 25=883, 24=121, 23=216. 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=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 22-3-8 to 24-3-8 for 1396.9 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 J1090712F Truss F10 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836998 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:22 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-1oS6eel7ZlqROaSJcTQocH_f2iCebECatz8xtkz2kyd Scale = 1:34.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 FP 2x4 3x6 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 6-10-1 6-10-1 20-9-5 13-11-4 2-6-0 1-4-1 0-9-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,Edge], [16:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.75 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.03 (loc) 13-15 13-15 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 17=0-3-8, 20=Mechanical Max Grav 12=739(LC 7), 17=1283(LC 8), 20=340(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/75, 3-5=0/569, 5-6=0/569, 6-7=-1730/0, 7-8=-1730/0, 8-9=-1769/0, 9-10=-1769/0 BOT CHORD 19-20=-75/395, 18-19=-75/395, 17-18=-75/395, 16-17=0/1018, 15-16=0/1730, 13-15=0/1730, 12-13=0/1146 WEBS 5-17=-273/0, 2-20=-446/84, 3-17=-726/0, 10-12=-1300/0, 6-17=-1438/0, 10-13=0/707, 6-16=0/908, 9-13=-299/0, 7-16=-286/0, 8-13=-189/270 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 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 J1090712F Truss F11 Truss Type Floor Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13836999 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-oKx8JNr9gDqILp3r49ZgwzJytwxSTqimjC4MAGz2kyV Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 3x6 FP 2x4 3x4 2x4 3x6 FP 3x8 3x4 3x6 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x4 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 MSH422 MSH422 10-4-4 10-4-4 24-3-8 13-11-4 2-6-0 0-2-0 2-2-4 0-9-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [10:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.76 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.03 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 106 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. REACTIONS. (size)14=Mechanical, 19=0-3-8, 22=0-2-8 Max Grav 14=665(LC 4), 19=1701(LC 1), 22=796(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1084/0, 3-4=-1084/0, 4-6=-1084/0, 6-7=0/1154, 7-8=0/1154, 8-9=-1287/0, 9-10=-1287/0, 10-11=-1500/0, 11-12=-1500/0 BOT CHORD 21-22=0/1108, 20-21=0/1084, 19-20=-290/504, 18-19=-230/413, 17-18=0/1287, 15-17=0/1287, 14-15=0/1009 WEBS 7-19=-290/0, 2-22=-1258/0, 6-19=-1407/0, 2-21=-364/0, 6-20=0/844, 4-20=-301/0, 12-14=-1145/0, 8-19=-1555/0, 12-15=0/558, 8-18=0/1054, 11-15=-310/0, 9-18=-331/0, 10-15=-1/430 NOTES-(10) 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) 22. 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) Use USP MSH422 (With 10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-2-0 oc max. starting at 1-2-7 from the left end to 3-4-7 to connect truss(es) to back face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 14-22=-10, 1-13=-100 Concentrated Loads (lb) Vert: 23=-204(B) 24=-204(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 J1090712F Truss F12 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837000 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-GXVWXjsnRWy9zze2es4vTBsC3KGgCH0vxspwiiz2kyU Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 3x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x4 3x6 3x6 4x4 1.5x4 1.5x4 3x4 1.5x4 10-4-4 10-4-4 24-3-8 13-11-4 2-6-0 0-2-0 2-2-4 0-9-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [10:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.76 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.02 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 106 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=Mechanical, 19=0-3-8, 22=0-2-8 Max Grav 14=677(LC 4), 19=1593(LC 1), 22=488(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-797/131, 3-4=-797/131, 4-6=-797/131, 6-7=0/1068, 7-8=0/1068, 8-9=-1357/0, 9-10=-1357/0, 10-11=-1543/0, 11-12=-1543/0 BOT CHORD 21-22=-3/683, 20-21=-131/797, 19-20=-435/401, 18-19=-159/511, 17-18=0/1357, 15-17=0/1357, 14-15=0/1031 WEBS 7-19=-286/0, 2-22=-775/3, 6-19=-1192/0, 6-20=0/630, 4-20=-256/0, 12-14=-1170/0, 8-19=-1537/0, 12-15=0/582, 8-18=0/1032, 11-15=-309/0, 9-18=-325/0, 10-15=-23/408 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 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 J1090712F Truss F13 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837001 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-kj3uk3sPCq40a7DEBab8?OOJRkbAxid2AWZTE9z2kyT Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 3x6 2x4 3x6 FP 3x10 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 4x8 3x6 1.5x4 1.5x4 3x4 4x8 3x4 1.5x4 1.5x4 7-7-4 7-7-4 24-3-8 16-8-4 2-6-0 1-11-4 0-2-0 0-11-4 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [13:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.81 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.21 0.03 (loc) 15-17 15-17 14 l/defl >999 >973 n/a L/d 480 360 n/a PLATES MT20 Weight: 107 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=Mechanical, 20=0-3-8, 23=0-2-8 Max Uplift 23=-168(LC 4) Max Grav 14=787(LC 4), 20=1766(LC 1), 23=314(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-221/805, 3-4=-221/805, 4-5=0/1585, 5-7=0/1585, 7-8=-1355/0, 8-9=-1355/0, 9-10=-2007/0, 10-11=-1946/0, 11-12=-1946/0 BOT CHORD 22-23=-383/359, 21-22=-805/221, 20-21=-805/221, 18-19=0/2007, 17-18=0/2007, 15-17=0/2007, 14-15=0/1235 WEBS 5-20=-271/0, 2-23=-407/435, 4-20=-1256/0, 2-22=-620/0, 3-22=0/286, 12-14=-1401/0, 7-20=-1932/0, 12-15=0/807, 7-19=0/1330, 11-15=-300/0, 8-19=-279/0, 10-15=-292/202, 9-19=-796/0 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) 23. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=168. 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 J1090712F Truss F14 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837002 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-CvdGyPt1z8CtCHoQlH7NYcxT38yAgALCPAI0mbz2kyS Scale = 1:62.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 3x6 FP 3x4 3x6 1.5x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x10 3x6 3x10 3x8 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x6 3x4 3x8 3x6 3x4 3x4 1.5x4 1.5x4 7-7-4 7-7-4 24-6-4 16-11-0 36-8-12 12-2-8 2-6-0 1-11-12 1-2-0 1-7-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [17:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge], [31:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.76 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.30 0.05 (loc) 18-19 18-19 18 l/defl >767 >476 n/a L/d 480 360 n/a PLATES MT20 Weight: 158 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 21=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 30=385(LC 5), 27=1411(LC 16), 18=590(LC 5), 21=1824(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/103, 3-4=0/668, 4-5=0/668, 5-6=-1884/0, 6-7=-1884/0, 7-8=-2155/0, 8-10=-1705/0, 10-11=-1705/0, 11-12=0/1399, 12-13=0/1399, 13-14=-1167/100, 14-15=-1167/100, 15-16=-1167/100 BOT CHORD 29-30=-103/485, 28-29=-103/485, 27-28=-103/485, 26-27=0/1071, 25-26=0/2155, 24-25=0/2155, 22-24=0/2155, 21-22=-127/694, 20-21=-537/558, 19-20=-100/1167, 18-19=0/897 WEBS 4-27=-255/0, 12-21=-286/0, 2-30=-545/116, 3-27=-870/0, 11-21=-1818/0, 5-27=-1606/0, 11-22=0/1254, 5-26=0/1034, 10-22=-288/0, 6-26=-306/0, 8-22=-710/0, 7-26=-423/61, 16-18=-1008/0, 13-21=-1396/0, 16-19=-163/306, 13-20=0/924, 14-20=-349/0 NOTES-(5) 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) CAUTION, Do not erect truss backwards. 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 J1090712F Truss F15 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837003 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-g5Ae9lufkRKkqRNdJ_ec5pUfMYKiPdlLeq2aJ1z2kyR Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 31 30 29 28 27 26 25 24 23 22 21 20 19 32 3x6 FP 3x4 3x6 1.5x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x8 3x8 3x8 3x10 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x6 3x4 3x8 3x6 3x4 3x4 1.5x4 1.5x4 7-10-4 7-10-4 24-9-4 16-11-0 36-11-12 12-2-8 2-6-0 2-0-12 0-2-0 1-2-0 1-7-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [30:0-1-8,Edge], [32:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.61 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 0.03 (loc) 19-20 19-20 19 l/defl >794 >490 n/a L/d 480 360 n/a PLATES MT20 Weight: 162 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 22=0-5-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 31=-136(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 31=340(LC 5), 28=1692(LC 16), 19=593(LC 5), 22=1718(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/734, 3-4=-287/734, 4-5=0/1486, 5-6=0/1486, 6-7=-1209/0, 7-8=-1209/0, 8-9=-1691/0, 9-11=-1463/0, 11-12=-1463/0, 12-13=0/1318, 13-14=0/1318, 14-15=-1181/62, 15-16=-1181/62, 16-17=-1181/62 BOT CHORD 30-31=-335/412, 29-30=-734/287, 28-29=-734/287, 26-27=0/1691, 25-26=0/1691, 23-25=0/1691, 22-23=-155/609, 21-22=-477/580, 20-21=-62/1181, 19-20=0/903 WEBS 5-28=-272/0, 13-22=-285/0, 2-31=-465/378, 4-28=-1227/0, 2-30=-578/0, 3-30=0/264, 12-22=-1631/0, 6-28=-1784/0, 12-23=0/1074, 6-27=0/1210, 11-23=-297/0, 7-27=-291/0, 9-23=-490/0, 8-27=-599/0, 17-19=-1015/0, 14-22=-1374/0, 17-20=-138/315, 14-21=0/895, 15-21=-339/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 31. 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 J1090712F Truss F16 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837004 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-8Ik1M5vHVlSbRaxpti9rd10pExbG83MVsUn7rTz2kyQ Scale = 1:49.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 3x6 FP 3x4 3x6 1.5x4 2x4 3x6 FP 3x4 3x6 4x8 3x8 1.5x4 1.5x4 3x4 4x8 3x4 1.5x4 1.5x4 3x6 3x4 3x10 3x6 3x4 4x4 1.5x4 1.5x4 17-0-12 17-0-12 29-3-4 12-2-8 2-6-0 1-2-4 1-7-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [25:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.91 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.31 0.05 (loc) 15-16 15-16 15 l/defl >753 >469 n/a L/d 480 360 n/a PLATES MT20 Weight: 126 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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)24=0-3-8, 15=0-3-8, 19=0-5-8 Max Grav 24=856(LC 10), 15=589(LC 4), 19=1855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2212/0, 3-4=-2212/0, 4-5=-2404/0, 5-7=-1835/0, 7-8=-1835/0, 8-9=0/1441, 9-10=0/1441, 10-11=-1160/122, 11-12=-1160/122, 12-13=-1160/122 BOT CHORD 23-24=0/1389, 22-23=0/2404, 21-22=0/2404, 20-21=0/2404, 19-20=-115/739, 17-19=-571/548, 16-17=-122/1160, 15-16=0/894 WEBS 9-19=-286/0, 2-24=-1569/0, 8-19=-1910/0, 2-23=0/933, 8-20=0/1335, 3-23=-305/0, 7-20=-284/0, 4-23=-363/172, 5-20=-827/0, 13-15=-1004/0, 10-19=-1402/0, 13-16=-177/302, 10-17=0/932, 11-17=-352/0 NOTES-(5) 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) CAUTION, Do not erect truss backwards. 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 J1090712F Truss F17 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837005 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-ZtQ9?6xAngrAJ2gOYqiYFfePy9iBLTAxYS0nSoz2kyN Scale = 1:48.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 32 59 60 3x4 3x6 2x4 3x6 FP 3x4 3x6 8x8 3x6 4x4 3x6 3x4 3x8 3x4 3x6 3x4 4x4 3x10 3x6 3x4 3x4 3x6 3x8 3x8 3x8 3x8 3x8 3x4 3x6 FP 3x4 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 10-8-0 4-0-0 13-4-0 2-8-0 14-8-0 1-4-0 16-0-0 1-4-0 17-2-0 1-2-0 18-8-0 1-6-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 25-4-0 2-8-0 26-8-0 1-4-0 28-0-0 1-4-0 29-3-4 1-3-4 2-6-0 1-3-8 1-5-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-0-2,0-4-0], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-0-6,0-1-4], [13:0-0-6,0-1-4], [14:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [32:0-1-8,0-0-12], [35:0-4-0,0-0-5], [37:0-4-0 ,0-0-5], [39:0-4-0,0-0-5], [41:0-4-0,0-0-5], [47:0-4-0,0-0-5], [48:0-0-14,0-1-4], [55:0-4-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.58 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 0.04 (loc) 15-16 15-16 15 l/defl >923 >583 n/a L/d 480 360 n/a PLATES MT20 Weight: 148 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-9-8 except (jt=length) 15=0-3-8. (lb) - Max Horz 31=139(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 20 except 31=-499(LC 6), 22=-418(LC 6), 25=-389(LC 7), 24=-122(LC 6), 19=-286(LC 7) Max Grav All reactions 250 lb or less at joint(s) 30, 29, 28, 26, 23, 21, 20 except 31=585(LC 12), 27=473(LC 8), 22=694(LC 12), 25=470(LC 4), 24=260(LC 12), 15=596(LC 9), 19=1269(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=-1385/1410, 3-4=-796/821, 4-5=-1015/1023, 5-7=-983/1012, 7-8=-379/409, 8-9=-2073/2250, 9-10=-1469/1647, 10-11=-2142/1292, 11-12=-1700/703, 12-13=-1379/334, 13-14=-590/530 BOT CHORD 30-31=-1128/1202, 29-30=-2250/2325, 28-29=-2250/2325, 27-28=-2250/2325, 26-27=-485/477, 25-26=-485/477, 24-25=-485/477, 23-24=-485/477, 22-23=-485/477, 21-22=-994/967, 20-21=-994/967, 19-20=-1980/2374, 17-19=-807/1207, 16-17=-338/1427, 15-16=-93/935 WEBS 9-19=-274/0, 2-31=-1201/1117, 8-19=-1441/1272, 2-27=-1184/1071, 8-22=-1317/1315, 3-27=-263/0, 7-22=-273/0, 4-27=-935/915, 5-22=-355/331, 4-25=-456/402, 13-15=-1051/105, 10-19=-1224/97, 13-16=-278/558, 10-17=-226/831, 11-17=-297/79 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 15, 20 except (jt=lb) 31=499, 22=418, 25=389, 24=122, 19=286. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 15-2-0 to 17-2-0 for 1683.1 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) 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 J1090712F Truss F18 Truss Type Floor Girder Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837006 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-13_XCSyoY_z1wCFa6YDnotBWkZ8r4_e4n6lL_Fz2kyM Scale = 1:10.3123 5 4 61.5x4 1.5x4 3x4 3x4 3x4 MSH422 0-1-8 0-1-8 3-6-12 3-5-4 0-9-12 2-6-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 17 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-2-0 Max Grav 4=304(LC 1), 5=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/265 WEBS 2-4=-301/0, 2-5=-494/0 NOTES-(8) 1) Refer to girder(s) for truss to truss connections. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 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 MSH422 (With 10d nails into Girder & 6-10d nails into Truss) or equivalent at 1-8-8 from the left end to connect truss(es) to back face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 6=-240(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 J1090712F Truss F19 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837007 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-VFYvQozQJH5uYMqmfFl0K4kpIyUppOzE0mVuWhz2kyL Scale = 1:20.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 3x4 4x4 4x4 1.5x4 4x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-1-12 1-5-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge], [10:0-1-8,Edge], [11:Edge,0-1-8], [13:0-1-8,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.18 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-1-12. (lb) - Max Horz 20=-73(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 12 except 20=-730(LC 6), 11=-737(LC 7), 18=-675(LC 7), 13=-612(LC 6) Max Grav All reactions 250 lb or less at joint(s) 19, 17, 16, 15, 14, 12 except 20=757(LC 5), 11=767(LC 4), 18=749(LC 4), 13=686(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-752/735, 10-11=-762/744, 1-2=-656/654, 2-3=-1078/1082, 3-4=-771/775, 4-5=-465/469, 6-7=-452/456, 7-8=-759/763, 8-9=-1066/1070, 9-10=-709/706 BOT CHORD 19-20=-961/961, 18-19=-742/744, 12-13=-571/574, 11-12=-911/912 WEBS 2-19=-732/691, 9-12=-668/628, 1-19=-1007/1009, 2-18=-993/985, 10-12=-1026/1029, 9-13=-907/897 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12 except (jt=lb) 20=730, 11=737, 18=675, 13=612. 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=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 10-1-12 to 12-1-12 for 698.4 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 J1090712F Truss F20 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837008 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-zS6Id8z24bDlAVPzDyGFtIGxCMkAYr8NFQER27z2kyK Scale = 1:20.4 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-1-12 12-1-12 2-6-0 1-6-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.56 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.21 0.02 (loc) 7-8 7-8 7 l/defl >999 >677 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 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)7=0-3-8, 10=Mechanical Max Grav 7=651(LC 1), 10=658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1439/0, 3-4=-1439/0, 4-5=-1439/0 BOT CHORD 9-10=0/997, 8-9=0/1439, 7-8=0/1014 WEBS 5-7=-1139/0, 2-10=-1132/0, 5-8=0/558, 2-9=0/571 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 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 J1090712F Truss F21 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837009 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-zS6Id8z24bDlAVPzDyGFtIGzXMpCYuPNFQER27z2kyK Scale = 1:20.4 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 1.5x4 3x6 1.5x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3-9-0 3-9-0 12-1-12 8-4-12 1-0-0 2-6-0 0-3-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.24 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.06 0.00 (loc) 9 8-9 8 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-6-4 except (jt=length) 12=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 Max Grav All reactions 250 lb or less at joint(s) 12, 10 except 8=251(LC 4), 11=379(LC 1), 9=395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=0/253 WEBS 3-11=-283/0, 6-8=-281/0, 6-9=-351/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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 J1090712F Truss F22 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837010 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-RefgqU_grvLcnf_9ngnUPVp7Sm7gHI0XT4_?bZz2kyJ Scale = 1:20.4 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 1.5x4 3x6 1.5x4 3x6 3x4 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 2-1-2 2-1-2 12-1-12 10-0-10 1-10-2 2-6-0 1-9-2 0-2-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [9:0-1-8,Edge], [10:0-1-8,Edge], [13:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.35 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.11 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)8=0-3-8, 12=Mechanical, 11=0-7-12 Max Uplift 12=-283(LC 4) Max Grav 8=476(LC 4), 12=22(LC 3), 11=1041(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/422, 3-4=-767/0, 4-5=-767/0, 5-6=-767/0 BOT CHORD 11-12=-422/0, 10-11=0/456, 9-10=0/767, 8-9=0/681 WEBS 2-11=-555/0, 2-12=0/510, 6-8=-764/0, 3-11=-991/0, 3-10=0/409 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=283. 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 J1090712F Truss F23 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837011 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-vqD22q?IcCTSPpZLLNIjyjMHiAQe0legikjY70z2kyI Scale = 1:20.4 1 2 3 4 5 6 10 9 8 7 11 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-1-12 12-1-12 2-6-0 1-6-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.56 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.21 0.02 (loc) 7-8 7-8 7 l/defl >999 >677 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 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)7=0-3-8, 10=0-5-0 Max Grav 7=651(LC 1), 10=658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1439/0, 3-4=-1439/0, 4-5=-1439/0 BOT CHORD 9-10=0/997, 8-9=0/1439, 7-8=0/1014 WEBS 5-7=-1139/0, 2-10=-1132/0, 5-8=0/558, 2-9=0/571 NOTES-(5) 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) CAUTION, Do not erect truss backwards. 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 J1090712F Truss F24 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837012 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-vqD22q?IcCTSPpZLLNIjyjMNXAY90pugikjY70z2kyI Scale = 1:11.5 1 2 3 4 5 10 9 8 7 6 11 12 3x4 3x4 3x4 1.5x4 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 5-1-4 1-1-4 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11:0-1-8,0-1-8], [12:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 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: 23 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-4. (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-(6) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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 J1090712F Truss F25 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837013 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-N1nQFA0xNWbJ1z7Yu5pyVwuTiaq0lEfpxOT6fSz2kyH Scale: 1"=1' 1 2 3 4 8 7 6 5 9 10 3x4 3x6 1.5x4 3x4 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 6-5-8 6-5-8 2-6-0 0-8-8 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,0-1-8], [10:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.23 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 32 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-3 Max Grav 8=335(LC 1), 5=335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/0 BOT CHORD 7-8=0/424, 6-7=0/424, 5-6=0/424 WEBS 3-5=-470/0, 2-8=-470/0 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 J1090712F Truss F26 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837014 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:20:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:sVoOZmwSXDsn8oBbTCDAcbzD?Qz-N1nQFA0xNWbJ1z7Yu5pyVwuXbasplCSpxOT6fSz2kyH Scale = 1:13.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x4 3x4 3x4 3x4 4x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 7-5-12 0-9-12 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,0-1-8], [7:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.11 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-5-12. (lb) - Max Horz 14=27(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 9 except 14=-510(LC 6), 8=-557(LC 7), 12=-405(LC 7), 10=-466(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 11, 9 except 14=535(LC 5), 8=568(LC 4), 12=481(LC 4), 10=544(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-531/515, 7-8=-566/558, 1-2=-431/429, 2-3=-617/622, 3-4=-310/315, 4-5=-299/304, 5-6=-575/611, 6-7=-264/263 BOT CHORD 13-14=-469/469, 12-13=-322/324, 9-10=-590/591, 8-9=-296/296 WEBS 2-13=-460/423, 6-9=-516/485, 1-13=-675/677, 2-12=-618/608, 7-9=-623/625, 6-10=-705/696 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9 except (jt=lb) 14=510, 8=557, 12=405, 10=466. 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=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 5-5-12 to 7-5-12 for 430.1 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 PR O D U C T C O D E A P P R O V A L S JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I 1 . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T , I , o r E l i m i n a t o r b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 0 6 M i T e k ® A l l R i g h t s R e s e r v e d WE B S ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E R - 5 2 4 3 , 9 6 0 4 B , 97 3 0 , 9 5 - 4 3 , 9 6 - 3 1 , 9 6 6 7 A NE R - 4 8 7 , N E R - 5 6 1 95 1 1 0 , 8 4 - 3 2 , 9 6 - 6 7 , E R - 3 9 0 7 , 9 4 3 2 A JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s WE B S