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Roof Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1094411 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 July 12,2021 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 I13865953I13865935 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 J1094411 Truss A Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865935 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:14 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-fVCwsV4Ikbg19k4GPyNybOZoR3Lznb3xzo8Pq4yypVl Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 65 66 67 68 5x8 3x4 5x6 5x6 3x4 7x8 3x8 3x4 7x8 3x8 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 5x6 8-7-8 8-7-8 14-0-3 5-4-11 16-5-8 2-5-6 25-0-7 8-6-15 27-5-13 2-5-6 27-6-0 0-0-3 32-10-8 5-4-8 41-6-0 8-7-8 -1-3-7 1-3-7 7-3-5 7-3-5 14-0-3 6-8-13 20-9-0 6-8-13 27-5-13 6-8-13 34-2-11 6-8-13 41-6-0 7-3-5 42-9-7 1-3-7 0-4-310-8-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [4:0-3-0,0-3-0], [5:0-3-4,0-1-8], [6:0-1-7,0-1-8], [7:0-3-4,0-1-8], [8:0-3-0,0-3-0], [10:0-1-11,Edge], [19:0-3-0,0-3-0], [21:0-1-12,0-1-8], [27:0-1-12,0-1-8], [29:0-3-0,0-3-0] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.79 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.00 0.03 (loc) 11 10 21 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 310 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 9-16,3-32,5-29,7-19: 2x4 HF Stud OTHERS 2x4 HF Stud *Except* 6-24,23-50,25-63: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-4 oc bracing. WEBS 1 Row at midpt 6-21, 7-16, 6-27, 5-32 REACTIONS.All bearings 41-6-0. (lb) - Max Horz 2=200(LC 41) Max Uplift All uplift 100 lb or less at joint(s) 24, 12, 13, 36, 35 except 10=-1687(LC 43), 2=-1678(LC 42), 21=-143(LC 43), 16=-1586(LC 43), 27=-175(LC 40), 32=-1574(LC 40), 29=-124(LC 40), 19=-107(LC 43) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15, 17, 18, 20, 22, 23, 36, 35, 34, 33, 31, 30, 28, 26, 25 except 10=1694(LC 52), 2=1694(LC 53), 21=453(LC 18), 16=1442(LC 52), 27=453(LC 17), 32=1442(LC 53), 29=305(LC 29), 19=305(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3711/3678, 3-5=-1787/1859, 5-6=-1496/1672, 6-7=-1490/1649, 7-9=-1747/1797, 9-10=-3651/3602 BOT CHORD 2-36=-3263/3386, 35-36=-1607/1730, 34-35=-1607/1730, 33-34=-1607/1730, 32-33=-1607/1730, 31-32=-603/773, 30-31=-603/773, 29-30=-603/773, 28-29=-603/775, 27-28=-603/775, 20-21=-577/739, 19-20=-577/739, 18-19=-575/734, 17-18=-575/734, 16-17=-575/734, 15-16=-1545/1642, 14-15=-1545/1642, 13-14=-1545/1642, 12-13=-1545/1642, 10-12=-3202/3298 WEBS 6-21=-859/818, 7-21=-810/933, 7-16=-1679/1680, 9-16=-404/269, 6-27=-851/807, 5-27=-806/925, 5-32=-1679/1679, 3-32=-404/269, 5-29=-264/142, 7-19=-264/125 NOTES-(14) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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, with BCDL = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 12, 13, 36, 35 except (jt=lb) 10=1687, 2=1678, 21=143, 16=1586, 27=175, 32=1574, 29=124, 19=107. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) 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, 39-6-0 to 41-6-0 for 2386.2 plf. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss A1 Truss Type Common Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865936 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:16 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-buKhHA5ZGCwkO1DfWNPQgpf88t4KFUZER6dVuzyypVj Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 3x6 5x6 3x6 5x6 4x8 4x4 3x4 4x4 1.5x4 4x4 3x4 4x4 1.5x4 4x8 5x6 8-7-8 8-7-8 16-5-8 7-10-0 25-0-7 8-6-15 32-10-8 7-10-0 41-6-0 8-7-8 -1-3-7 1-3-7 7-3-5 7-3-5 14-0-3 6-8-13 20-9-0 6-8-13 27-5-13 6-8-13 34-2-11 6-8-13 41-6-0 7-3-5 42-9-7 1-3-7 0-4-310-8-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-9], [5:0-1-8,0-1-8], [7:0-1-8,0-1-8], [10:0-3-0,0-2-9], [14:0-2-0,0-1-8], [15:0-2-0,0-1-8] 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-MSH 0.87 0.54 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.46 0.10 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 220 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E *Except* 1-4,8-11: 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 *Except* 9-12,3-17: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-200(LC 11) Max Uplift 2=-446(LC 10), 10=-446(LC 11) Max Grav 2=1956(LC 2), 10=1956(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3685/788, 3-5=-3562/840, 5-6=-2810/706, 6-7=-2810/705, 7-9=-3562/837, 9-10=-3685/786 BOT CHORD 2-17=-788/3236, 15-17=-551/2658, 14-15=-285/1997, 12-14=-383/2658, 10-12=-586/3236 WEBS 6-14=-359/1227, 7-14=-831/387, 7-12=-233/748, 9-12=-400/254, 6-15=-359/1227, 5-15=-831/387, 5-17=-235/748, 3-17=-400/254 NOTES-(11) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=446, 10=446. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 16, 19 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 33 lb up at 19-9-0, and 100 lb down and 33 lb up at 21-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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: 1-6=-66, 6-11=-66, 2-10=-14 Concentrated Loads (lb) Vert: 27=-100 28=-100 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 2-6=-16, 6-10=-16, 10-11=-66, 2-10=-14 Concentrated Loads (lb) Vert: 27=-38 28=-38 19) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 July 12,2021 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 J1094411 Truss A1 Truss Type Common Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865936 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:16 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-buKhHA5ZGCwkO1DfWNPQgpf88t4KFUZER6dVuzyypVj LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-16, 6-11=-16, 2-24=-34, 24-25=-54, 25-26=-34, 26-29=-54, 29-30=-34, 30-31=-54, 10-31=-34 Concentrated Loads (lb) Vert: 27=-38 28=-38 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 J1094411 Truss A2 Truss Type Roof Special Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865937 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:17 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-34u3UW6B1W2b0Bor45wfD1BJvHOR_xqNfmM3RPyypVi Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 11 12 1320 19 18 17 16 15 14 26 27 28 29 30 31 3x6 5x6 3x6 4x10 6x8 4x8 3x4 2x4 7x10 MT18HS 5x6 4x6 4x4 1.5x4 4x4 3x4 4x4 1.5x4 5x6 4-9-9 4-9-9 8-11-4 4-1-11 12-8-1 3-8-12 17-5-0 4-8-15 25-0-8 7-7-8 32-10-8 7-10-0 41-6-0 8-7-8 -1-3-7 1-3-7 4-9-9 4-9-9 8-11-4 4-1-11 12-8-1 3-8-12 17-5-0 4-8-15 20-9-0 3-4-0 27-5-13 6-8-13 34-2-11 6-8-13 41-6-0 7-3-5 42-9-7 1-3-7 0-4-310-8-110-4-32-1-76.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-9,0-0-7], [4:0-1-12,0-1-12], [6:0-1-4,0-1-8], [9:0-1-8,0-1-8], [12:0-3-0,0-2-9], [16:0-1-8,0-2-0], [17:0-5-8,0-3-8], [19:0-5-0,0-3-12] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.80 0.68 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -0.77 0.33 (loc) 18-19 18-19 12 l/defl >994 >644 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 236 lb FT = 16% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 1-5,10-13: 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 *Except* 3-20,3-19,4-18,6-18,11-14: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 1 Row at midpt 4-18, 6-17, 7-17 REACTIONS. (size)2=0-5-8, 12=0-5-8 Max Horz 2=-200(LC 11) Max Uplift 2=-413(LC 10), 12=-413(LC 11) Max Grav 2=1829(LC 2), 12=1848(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6248/1427, 3-4=-5997/1326, 4-6=-3489/762, 6-7=-2417/548, 7-8=-2392/645, 8-9=-2553/625, 9-11=-3328/766, 11-12=-3451/714 BOT CHORD 2-20=-1424/5703, 19-20=-1435/5745, 18-19=-1250/5495, 17-18=-652/3196, 16-17=-227/1804, 14-16=-314/2431, 12-14=-522/3026 WEBS 4-19=-637/2867, 4-18=-2962/770, 6-18=-329/1532, 6-17=-1635/480, 7-17=-440/179, 8-17=-376/1152, 8-16=-320/1118, 9-16=-842/391, 9-14=-244/776, 11-14=-398/254 NOTES-(11) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 7.0psf. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=413, 12=413. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss A3 Truss Type ROOF SPECIAL Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865938 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:18 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-XHSRis7popBSdLN1eoRumEkUfgkhjO7WuQ6czsyypVh Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 1219 18 17 16 15 14 13 25 26 27 28 29 30 3x6 5x6 3x6 4x10 6x8 4x8 3x4 2x4 7x10 MT18HS 5x6 4x6 4x4 1.5x4 4x4 3x4 4x4 1.5x4 4x8 4-9-9 4-9-9 8-11-4 4-1-11 12-8-1 3-8-12 17-5-0 4-8-15 25-0-8 7-7-8 32-10-8 7-10-0 41-6-0 8-7-8 -1-3-7 1-3-7 4-9-9 4-9-9 8-11-4 4-1-11 12-8-1 3-8-12 17-5-0 4-8-15 20-9-0 3-4-0 27-5-13 6-8-13 34-2-11 6-8-13 41-6-0 7-3-5 0-4-310-8-110-4-32-1-76.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-9,0-0-7], [4:0-1-12,0-1-12], [6:0-1-4,0-1-8], [9:0-1-8,0-1-8], [12:0-4-0,0-1-15], [15:0-1-8,0-2-0], [16:0-5-8,0-3-8], [18:0-5-0,0-3-12] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.80 0.68 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -0.77 0.33 (loc) 17-18 17-18 12 l/defl >998 >647 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 234 lb FT = 16% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 1-5,10-12: 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 *Except* 3-19,3-18,4-17,6-17,11-13: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-9 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 7-16 REACTIONS. (size)2=0-5-8, 12=Mechanical Max Horz 2=212(LC 10) Max Uplift 2=-413(LC 10), 12=-378(LC 11) Max Grav 2=1828(LC 2), 12=1776(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6241/1438, 3-4=-5990/1338, 4-6=-3485/765, 6-7=-2413/548, 7-8=-2388/645, 8-9=-2548/625, 9-11=-3311/768, 11-12=-3434/717 BOT CHORD 2-19=-1447/5697, 18-19=-1457/5739, 17-18=-1274/5488, 16-17=-668/3192, 15-16=-239/1801, 13-15=-326/2425, 12-13=-548/3010 WEBS 4-18=-648/2864, 4-17=-2959/781, 6-17=-334/1531, 6-16=-1634/485, 7-16=-427/179, 8-16=-376/1138, 8-15=-320/1114, 9-15=-839/392, 9-13=-246/762, 11-13=-394/253 NOTES-(12) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=413, 12=378. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss A4 Truss Type Common Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865939 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:19 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-?T0pvC8RZ7JJFVyECWz7ISHfJ476SrKg74rAVIyypVg Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 21 22 23 24 25 26 27 28 3x6 5x6 3x6 4x8 4x8 4x4 3x4 4x4 1.5x4 4x4 3x4 4x4 1.5x4 4x8 4x8 8-7-8 8-7-8 16-5-8 7-10-0 25-0-7 8-6-15 32-10-8 7-10-0 41-6-0 8-7-8 -1-3-7 1-3-7 7-3-5 7-3-5 14-0-3 6-8-13 20-9-0 6-8-13 27-5-13 6-8-13 34-2-11 6-8-13 41-6-0 7-3-5 0-4-310-8-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [5:0-1-8,0-1-8], [7:0-1-8,0-1-8], [10:0-4-0,0-1-15], [13:0-1-8,0-2-0], [14:0-1-8,0-2-0] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.47 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.39 0.09 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 218 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 1-4,8-10: 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 *Except* 9-11,3-16: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=212(LC 10) Max Uplift 2=-413(LC 10), 10=-378(LC 11) Max Grav 2=1868(LC 2), 10=1797(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3494/717, 3-5=-3371/769, 5-6=-2597/626, 6-7=-2596/625, 7-9=-3357/769, 9-10=-3480/717 BOT CHORD 2-16=-737/3065, 14-16=-493/2471, 13-14=-241/1845, 11-13=-325/2468, 10-11=-548/3051 WEBS 6-13=-320/1122, 7-13=-841/392, 7-11=-245/759, 9-11=-396/253, 6-14=-320/1116, 5-14=-832/391, 5-16=-245/774, 3-16=-400/255 NOTES-(10) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=413, 10=378. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss A5 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865940 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:23 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-uEFKlaBycMplk6G?RL13TIRKAhT?OpxF2hpNe3yypVc Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 64 65 66 67 5x8 3x4 4x6 4x6 3x4 7x8 3x4 3x4 7x8 3x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 5x6 8-7-8 8-7-8 14-0-3 5-4-11 16-5-8 2-5-6 25-0-7 8-6-15 27-5-13 2-5-6 27-6-0 0-0-3 32-10-8 5-4-8 41-6-0 8-7-8 -1-3-7 1-3-7 7-3-5 7-3-5 14-0-3 6-8-13 20-9-0 6-8-13 27-5-13 6-8-13 34-2-11 6-8-13 41-6-0 7-3-5 0-4-310-8-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [4:0-3-0,0-3-0], [5:0-3-4,0-1-8], [6:0-1-7,0-1-8], [7:0-3-4,0-1-8], [8:0-3-0,0-3-0], [10:0-3-8,0-2-0], [18:0-3-0,0-3-0], [28:0-3-0,0-3-0] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.54 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 310 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 9-15,3-31,5-28,7-18: 2x4 HF Stud OTHERS 2x4 HF Stud *Except* 6-23,22-49,24-62: 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-15, 6-26, 5-31 REACTIONS.All bearings 41-6-0. (lb) - Max Horz 2=210(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 23, 12, 35, 34, 18 except 20=-132(LC 11), 15=-276(LC 11), 26=-162(LC 10), 31=-263(LC 10), 11=-112(LC 11), 28=-101(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 11, 12, 13, 14, 16, 17, 19, 21, 22, 35, 34, 33, 32, 30, 29, 27, 25, 24 except 20=453(LC 18), 15=526(LC 18), 26=444(LC 17), 31=523(LC 17), 28=287(LC 17), 18=293(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-20=-268/33, 9-15=-406/263, 6-26=-264/22, 3-31=-404/262, 5-28=-258/119, 7-18=-264/102 NOTES-(13) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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, with BCDL = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 23, 12, 35, 34, 18 except (jt=lb) 20=132 , 15=276, 26=162, 31=263, 11=112, 28=101. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss B Truss Type Common Structural Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865941 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:25 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-qdN4AFCC8z3TzQPOYm3XYjXp6V6RshyYV?IUjyyypVa Scale = 1:60.3 1 2 3 5 4 6 7 8 9 15 14 13 12 11 10 16 17 35 36 5x8 3x4 5x6 3x6 4x8 3x6 3x4 3x4 3x8 3x4 3x4 3x4 3x4 3x8 3x4 1.5x4 3x8 2x4 3x6 4x4 1.5x4 1.5x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2x4 1.5x4 3x4 8-3-2 8-3-2 8-5-8 0-2-6 13-4-0 4-10-8 19-9-9 6-5-9 26-8-0 6-10-7 -1-0-0 1-0-0 4-4-0 4-4-0 8-3-2 3-11-2 13-4-0 5-0-14 19-9-9 6-5-9 26-8-0 6-10-7 27-8-0 1-0-0 0-4-79-3-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-13], [3:0-3-7,0-1-8], [5:0-5-0,0-0-12], [5:5-9-10,0-1-8], [5:7-9-10,0-1-8], [6:0-1-12,0-2-0], [7:0-1-12,0-1-8], [8:0-0-3,0-0-0], [16:0-0-11,0-1-12] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.28 0.73 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.04 (loc) 10-34 10-34 13 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 183 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 4-12,7-12: 2x4 HF No.2, 13-16,16-17,6-17: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. Except: 5-4-0 oc bracing: 4-8 BOT CHORD Rigid ceiling directly applied or 2-10-8 oc bracing. WEBS 1 Row at midpt 4-17 JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS.All bearings 8-5-8 except (jt=length) 8=0-5-8. (lb) - Max Horz 2=-6604(LC 43) Max Uplift All uplift 100 lb or less at joint(s) except 2=-541(LC 33) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 2 except 2=668(LC 38), 13=693(LC 5), 13=332(LC 1), 8=268(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1384/1247, 3-5=-2412/2266, 4-5=-2172/2560, 4-6=-260/79, 7-8=-273/0 BOT CHORD 2-15=-3844/4363, 14-15=-2575/2726, 13-14=-2575/2726 WEBS 5-13=-593/0, 5-16=0/444, 12-16=0/436 NOTES-(13) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) 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, 6-5-8 to 8-5-8 for 1533.3 plf. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss B1 Truss Type Common Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) I13865942 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-XY_sGgKUn2K2AyAJ8tFtyqxOEXTxC4j1oZj03MyypVQ Scale = 1:61.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 5x8 6x8 MT18HS6x8 MT18HS 6x6 10x10 4x5 5x8 4x4 3x8 4x5 5x8 4x4 3x8 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 Special MSH29 Special MSH29 Special 4-10-9 4-10-9 9-1-5 4-2-11 13-4-0 4-2-11 17-6-11 4-2-11 21-9-7 4-2-11 26-8-0 4-10-9 -1-0-0 1-0-0 4-10-9 4-10-9 9-1-5 4-2-11 13-4-0 4-2-11 17-6-11 4-2-11 21-9-7 4-2-11 26-8-0 4-10-9 0-4-79-3-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-3-4], [3:0-0-12,0-1-8], [4:0-1-0,0-1-8], [6:0-1-0,0-1-8], [7:0-0-12,0-1-8], [8:0-3-13,0-3-4], [9:0-4-8,0-1-8], [10:0-4-4,0-2-4], [13:0-4-4,0-2-4], [14:0-4-8,0-1-8] 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-MSH 0.81 0.91 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.36 0.11 (loc) 12-13 12-13 8 l/defl >999 >901 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 492 lb FT = 16% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud *Except* 5-12: 2x4 HF No.2, 6-12,4-12: 2x4 DF No.1&Btr WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 2=0-5-8 Max Horz 2=250(LC 27) Max Uplift 8=-2854(LC 11), 2=-2658(LC 10) Max Grav 8=12920(LC 4), 2=12005(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19411/4264, 3-4=-15458/3433, 4-5=-11779/2701, 5-6=-11779/2700, 6-7=-15455/3442, 7-8=-19423/4287 BOT CHORD 2-14=-3635/16151, 13-14=-3635/16151, 12-13=-2811/12803, 10-12=-2727/12799, 9-10=-3494/16161, 8-9=-3494/16161 WEBS 5-12=-2863/12719, 6-12=-5320/1313, 6-10=-1367/6141, 7-10=-4236/1053, 7-9=-947/4452, 4-12=-5327/1301, 4-13=-1352/6146, 3-13=-4220/1036, 3-14=-932/4448 NOTES-(15) 1) 3-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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-10 2x4 - 1 row at 0-8-0 oc, member 4-13 2x4 - 1 row at 0-8-0 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=139mph (3-second gust) Vasd=110mph; 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2854 lb uplift at joint 8 and 2658 lb uplift at joint 2. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Use USP MSH29 (With 10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 1-11-4 from the left end to 23-11-4 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1762 lb down and 392 lb up at 17-11-4, and 1762 lb down and 392 lb up at 21-11-4, and 1764 lb down and 390 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Continued on page 2 July 12,2021 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 J1094411 Truss B1 Truss Type Common Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) I13865942 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:35 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-XY_sGgKUn2K2AyAJ8tFtyqxOEXTxC4j1oZj03MyypVQ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66, 5-8=-66, 2-8=-14 Concentrated Loads (lb) Vert: 9=-1642(F) 16=-1644(F) 21=-1642(F) 22=-1642(F) 23=-1642(F) 24=-1642(F) 25=-1642(F) 26=-1642(F) 27=-1642(F) 28=-1642(F) 29=-1642(F) 30=-1642(F) 31=-1642(F) 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 J1094411 Truss BB Truss Type Common Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865943 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-?kXFU0L6YLSvo6lVham6U1Uhpx__xkyA1DTZcpyypVP Scale = 1:28.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 4x5 4x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-74-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [8:0-0-4,Edge] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 47 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 2=-125(LC 37) Max Uplift All uplift 100 lb or less at joint(s) 13, 11 except 2=-982(LC 42), 8=-979(LC 43), 14=-103(LC 41), 10=-103(LC 42) Max Grav All reactions 250 lb or less at joint(s) 12, 14, 10 except 2=1010(LC 39), 8=1005(LC 38), 13=278(LC 17), 11=278(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1768/1743, 3-4=-1162/1162, 4-5=-568/650, 5-6=-585/639, 6-7=-1118/1132, 7-8=-1733/1698 BOT CHORD 2-14=-1283/1335, 8-10=-1283/1335 WEBS 4-13=-251/114, 6-11=-251/114 NOTES-(13) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except (jt=lb) 2=982, 8=979, 14=103, 10=103. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) 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, 10-0-0 to 12-0-0 for 690.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss BB1 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865944 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-Uw5dhMMkJfamPGKhFIHL1F0kbLCagAoJGtC78FyypVO Scale = 1:28.1 1 2 3 4 5 6 13 14 3x10 3x10 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-74-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-10-0,0-0-14], [4:0-10-0,0-0-14] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.82 0.71 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.01 (loc) 6-12 6-12 4 l/defl >999 >993 n/a L/d 360 240 n/a PLATES MT20 Weight: 40 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=125(LC 9) Max Uplift 2=-131(LC 10), 4=-131(LC 11) Max Grav 2=644(LC 17), 4=644(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/129, 3-4=-656/128 BOT CHORD 2-6=-29/402, 4-6=-29/402 NOTES-(9) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=131, 4=131. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss BB2 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865945 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-y7f?viMM4zid1Qvtp?oaZSZ1VkcGPbSTVXygghyypVN Scale: 1/4"=1' 1 2 3 4 5 6 7 8 12 11 10 9 20 19 22 5x8 3x4 4x4 4x4 4x5 4x4 3x8 4x8 3x4 3x4 1.5x4 2x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 3x6 4x4 1.5x4 1.5x4 9-4-0 9-4-0 12-0-0 2-8-0 18-8-0 6-8-0 -1-0-0 1-0-0 4-10-7 4-10-7 9-4-0 4-5-9 13-9-9 4-5-9 18-8-0 4-10-7 19-8-0 1-0-0 0-4-76-7-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-2-0,0-1-8], [6:0-1-14,0-1-12], [7:0-0-12,0-1-14] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.49 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 0.02 (loc) 2-12 2-12 7 l/defl >861 >480 n/a L/d 360 240 n/a PLATES MT20 Weight: 112 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 11-19,19-20,4-20: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-1-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-180(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 11 except 2=-180(LC 10), 7=-187(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 11, 9 except 2=795(LC 17), 7=741(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-962/202, 3-4=-746/186, 4-5=-598/188, 5-6=-721/160, 6-7=-1054/223 BOT CHORD 2-12=-183/735, 11-12=-160/927, 10-11=-93/821, 9-10=-93/821, 7-9=-93/821 WEBS 12-20=-93/378, 5-20=-91/368, 12-19=-436/239, 6-19=-428/238, 11-19=-276/84, 19-20=-254/80 NOTES-(11) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11 except (jt=lb) 2=180, 7=187. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865946 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-QJDN62N_rGqUfaU4NiJp6g6E68_m8yncjBhDC8yypVM Scale = 1:50.2 1 2 3 4 5 6 7 10 9 82728 10x10 3x6 4x4 4x4 4x4 4x4 3x6 3x4 2x4 4x10 3x4 4x10 3x4 3x4 3x6 4x4 4x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-8-12 6-8-12 13-2-5 6-5-9 20-3-8 7-1-4 4-11-15 4-11-15 9-11-8 4-11-9 14-11-1 4-11-9 20-3-8 5-4-7 21-3-8 1-0-0 0-7-77-3-20-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-2], [2:0-2-0,0-1-8], [4:0-7-4,0-2-8], [4:0-2-7,0-1-0], [6:0-1-12,0-1-15], [9:0-2-12,0-1-8] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.35 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 0.01 (loc) 8-10 6-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 138 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-10,5-8: 2x4 HF Stud, 2-10: 2x6 DF SS OTHERS 2x4 HF Stud WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 1=0-3-8, 6=0-5-8 Max Horz 1=-191(LC 6) Max Uplift 10=-182(LC 10), 1=-58(LC 11), 6=-176(LC 11) Max Grav 10=964(LC 20), 1=243(LC 21), 6=686(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-702/244, 5-6=-824/190 BOT CHORD 6-8=-57/641 WEBS 3-10=-432/250, 4-10=-564/63, 4-8=-174/587, 5-8=-424/236 NOTES-(11) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 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, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=182, 6=176. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss D1 Truss Type Common Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865947 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-uVnlJOOccayLGj3GwQr2fteJFYKjtJSmyrRnlayypVL Scale = 1:44.9 1 2 3 4 5 6 7 9 81718 3x8 4x4 3x4 3x4 1.5x4 4x5 3x4 1.5x4 6-2-0 6-2-0 6-4-12 0-2-12 12-10-4 6-5-9 19-11-8 7-1-4 4-7-15 4-7-15 9-7-8 4-11-9 14-7-1 4-11-9 19-11-8 5-4-7 20-11-8 1-0-0 0-10-27-3-20-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-0-2], [4:0-2-4,0-1-12], [6:0-0-11,Edge] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.54 0.36 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 8-16 8-16 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 84 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-9,5-8: 2x4 HF Stud SLIDER Left 2x6 DF SS 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 9=0-5-8 Max Horz 9=-195(LC 6) Max Uplift 6=-142(LC 11), 9=-248(LC 10) Max Grav 6=623(LC 18), 9=1296(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-295/342, 3-4=-15/576, 4-5=-614/200, 5-6=-722/143 BOT CHORD 6-8=-12/564 WEBS 3-9=-455/240, 4-9=-885/157, 4-8=-183/611, 5-8=-437/241 NOTES-(9) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=142, 9=248. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss D2 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865948 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-MiL8XkPENu4ButeSU7MHB5BV7yeGctDvBVAKH0yypVK Scale = 1:44.7 1 2 3 4 5 7 6 11 12 13 3x4 3x4 4x4 1.5x4 1.5x4 3x4 6-2-4 6-2-4 13-3-8 7-1-4 2-11-8 2-11-8 7-11-1 4-11-9 13-3-8 5-4-7 14-3-8 1-0-0 5-3-77-3-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.47 0.41 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 -0.01 (loc) 6-7 6-10 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-6: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 7=Mechanical Max Horz 4=-269(LC 8) Max Uplift 4=-143(LC 11), 7=-147(LC 11) Max Grav 4=646(LC 21), 7=628(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-632/202, 3-4=-729/147 BOT CHORD 4-6=-181/659 WEBS 2-6=-189/644, 3-6=-390/252, 2-7=-544/110 NOTES-(10) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=143, 7=147. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss DD Truss Type Common Structural Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865949 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-MiL8XkPENu4ButeSU7MHB5Bavyjzc?MvBVAKH0yypVK Scale = 1:21.2 1 2 3 4 5 6 5x8 3x4 3x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-8-0 3-8-0 7-4-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 7-4-0 3-8-0 8-4-0 1-0-0 0-4-72-9-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-10], [4:0-1-0,0-1-10] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 35 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=-78(LC 8) Max Uplift 2=-94(LC 10), 4=-95(LC 11) Max Grav 2=497(LC 17), 4=498(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/52, 3-4=-358/51 NOTES-(11) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss DD1 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865950 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-quvWk3Pt8BC2W1Df2rtWkIkj1M0GLSa2P9wupSyypVJ Scale = 1:20.0 1 2 3 4 5 12 4x4 4x4 1.5x4 4x4 3-8-0 3-8-0 7-4-0 3-8-0 3-8-0 3-8-0 7-4-0 3-8-0 8-4-0 1-0-0 0-4-72-9-130-4-78.00 12 Plate Offsets (X,Y)-- [1:0-0-11,Edge], [3:0-0-11,Edge] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.29 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-8 5-8 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 23 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=0-5-8 Max Horz 1=-77(LC 6) Max Uplift 1=-62(LC 10), 3=-93(LC 11) Max Grav 1=377(LC 17), 3=456(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-401/77, 2-3=-383/81 NOTES-(9) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss E Truss Type Monopitch Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865951 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-I4TuyPQVvVKv7BnrcYOlGWGtYlQp4u7CepfRLvyypVI Scale: 1/2"=1' 1 2 3 4 8 7 5 6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 0-1-8 7-5-8 7-5-8 -1-3-7 1-3-7 3-4-8 3-4-8 3-6-0 0-1-8 7-5-8 3-11-8 0-4-34-0-150-4-113-8-44-0-156.00 12 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.02 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 18 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-6-0 except (jt=length) 5=0-1-8. (lb) - Max Horz 2=178(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 6, 8 except 7=-183(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5, 2, 8 except 7=486(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-470/192 NOTES-(13) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6, 8 except (jt=lb) 7=183. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss E1 Truss Type Monopitch Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865952 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-I4TuyPQVvVKv7BnrcYOlGWGtklQF4uBCepfRLvyypVI Scale: 1/2"=1' 1 2 3 6 5 10 4 3x4 1.5x4 1.5x4 0-1-8 3-6-0 3-6-0 -1-3-7 1-3-7 3-6-0 3-6-0 7-5-8 3-11-8 0-4-34-0-150-4-113-8-44-0-156.00 12 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.05 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-9 6-9 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 17 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-1-8, 2=0-3-8, 6=Mechanical Max Horz 2=178(LC 10) Max Uplift 4=-73(LC 10), 6=-173(LC 10) Max Grav 4=177(LC 17), 2=197(LC 1), 6=468(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-450/186 NOTES-(12) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=173. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 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 J1094411 Truss E2 Truss Type Monopitch Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13865953 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 12:04:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:I5e8LF3XONJq49zIfSJdjfzjrXj-mH0G9lR7gpSmlLM19Gv_pjp5?9lcpMtLtSP_uLyypVH Scale = 1:13.9 1 2 3 4 1.5x4 3x4 1.5x4 0-1-8 -1-3-7 1-3-7 3-5-8 3-5-8 0-4-32-0-151-9-70-3-82-0-156.00 12 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 12 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=85(LC 9) Max Uplift 2=-73(LC 10), 4=-40(LC 10) Max Grav 2=352(LC 17), 4=168(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=139mph (3-second gust) Vasd=110mph; 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 2) 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 12,2021 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS