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Roof Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1080751 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 29,2021 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 I13897914I13897893 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 J1080751 Truss A Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897893 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:25 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-ctJ796LgYlHHdVrw_sEOQISP1hAulGhV_kzZiKytF1W Scale = 1:54.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 45 46 47 48 3x6 6x8 4x8 3x6 5x6 1-0-8 27-9-0 27-9-0 -1-6-0 1-6-0 14-0-0 14-0-0 27-9-0 13-9-0 0-4-58-6-50-6-17.00 12 Plate Offsets (X,Y)-- [13:0-3-0,Edge], [24:0-0-0,0-2-0], [33:0-3-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.60 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.01 (loc) 1 1 24 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 168 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 12-35,14-34: 2x4 HF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-1-3 oc bracing: 2-44 5-7-2 oc bracing: 43-44 4-11-12 oc bracing: 25-26 3-1-13 oc bracing: 24-25. REACTIONS.All bearings 27-9-0. (lb) - Max Horz 2=155(LC 32) Max Uplift All uplift 100 lb or less at joint(s) 35, 34, 26, 27, 28, 29, 30, 31, 32, 33, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 24=-2370(LC 37), 2=-2041(LC 30), 25=-521(LC 40) Max Grav All reactions 250 lb or less at joint(s) 35, 34, 26, 27, 28, 29, 30, 31, 32, 33, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 24=2421(LC 40), 2=2087(LC 37), 25=544(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3976/3926, 3-4=-3553/3491, 4-5=-3179/3156, 5-6=-2809/2793, 6-7=-2447/2434, 7-8=-2085/2077, 8-9=-1723/1731, 9-10=-1360/1390, 10-11=-999/1050, 11-12=-640/716, 12-13=-254/321, 14-15=-509/590, 15-16=-855/917, 16-17=-1201/1247, 17-18=-1558/1584, 18-19=-1920/1925, 19-20=-2282/2270, 20-21=-2647/2629, 21-22=-3024/2989, 22-23=-3417/3367, 23-24=-4001/3931 BOT CHORD 2-44=-3319/3376, 43-44=-1049/1000, 25-26=-1321/1379, 24-25=-3165/3223 WEBS 23-25=-474/479 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 34, 26, 27, 28, 29, 30, 31, 32, 33, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 24=2370, 2=2041, 25=521. 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, 26-0-0 to 27-9-0 for 1702.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss A1A Truss Type Common Qty 8 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897894 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:26 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-44tVMSMJI2P8FeQ6YZldzV_XW4VEUiWeDOi7EnytF1V Scale = 1:54.0 1 2 3 4 5 6 9 8 7 16 17 18 19 4x5 4x4 3x6 3x4 4x6 1.5x4 3x4 1.5x4 9-5-14 9-5-14 18-6-2 9-0-5 27-9-0 9-2-14 -1-6-0 1-6-0 7-2-13 7-2-13 14-0-0 6-9-3 20-9-3 6-9-3 27-9-0 6-11-13 0-4-58-6-50-6-17.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-1-0,0-1-8] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.92 0.66 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.44 0.05 (loc) 7-9 7-9 6 l/defl >944 >757 n/a L/d 360 240 n/a PLATES MT20 Weight: 105 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* 5-7,3-9: 2x4 HF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-5-8 Max Horz 2=155(LC 7) Max Uplift 6=-77(LC 11), 2=-101(LC 10) Max Grav 6=1107(LC 1), 2=1212(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1775/136, 3-4=-1562/174, 4-5=-1536/175, 5-6=-1749/137 BOT CHORD 2-9=-146/1484, 7-9=-14/948, 6-7=-51/1423 WEBS 4-7=-96/647, 5-7=-483/179, 4-9=-95/688, 3-9=-490/179 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 6 except (jt=lb) 2=101. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss A2 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897895 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:27 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-YGQtZoNx3MX?to?J5HGsWjXkSUqpD68oR2SgmDytF1U Scale = 1:59.2 1 2 3 4 5 6 11 10 9 8 7 1312 14 15 22 23 4x5 4x5 4x4 3x6 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-1-26-6-91-4-09-8-11 9-8-11 13-0-0 3-3-5 15-0-0 2-0-0 18-3-5 3-3-5 27-9-0 9-5-11 -1-6-0 1-6-0 7-2-13 7-2-13 14-0-0 6-9-3 20-9-3 6-9-3 27-9-0 6-11-13 0-4-58-6-50-6-17.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-2-0], [4:0-2-12,0-2-0], [6:0-1-0,0-1-8], [11:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.78 0.76 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.06 (loc) 9-10 11-21 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 122 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 4-7,4-11,12-13: 2x4 HF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14, 15 REACTIONS. (size)6=Mechanical, 2=0-5-8 Max Horz 2=155(LC 7) Max Uplift 6=-89(LC 11), 2=-113(LC 10) Max Grav 6=1208(LC 1), 2=1311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1977/164, 3-4=-1747/194, 4-5=-1719/194, 5-6=-1949/165 BOT CHORD 2-11=-169/1628, 10-11=-32/1116, 9-10=-32/1116, 7-9=-32/1116, 6-7=-74/1593 WEBS 4-13=-105/719, 7-13=-101/657, 5-7=-475/177, 11-12=-101/694, 4-12=-105/753, 3-11=-488/177 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 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) 6 except (jt=lb) 2=113. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 12 lb up at 13-0-0, and 100 lb down and 12 lb up at 15-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66, 4-6=-66, 16-19=-14 Concentrated Loads (lb) Vert: 10=-100 9=-100 July 29,2021 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 J1080751 Truss A2A Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897896 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:28 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-0S_Gn8OZqgfsUyaVf_n52w4xTuA4yZrxgiBDIfytF1T Scale = 1:59.4 1 2 3 4 5 6 11 10 9 8 7 1312 14 15 22 23 4x5 4x4 4x4 3x6 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-1-26-6-91-4-09-8-11 9-8-11 13-0-0 3-3-5 15-0-0 2-0-0 18-3-5 3-3-5 28-0-0 9-8-11 -1-6-0 1-6-0 7-2-13 7-2-13 14-0-0 6-9-3 20-9-3 6-9-3 28-0-0 7-2-13 0-4-58-6-50-4-57.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-2-0], [4:0-2-12,0-2-0], [6:0-3-2,0-2-0], [7:0-1-12,0-1-8], [11:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.76 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.07 (loc) 7-18 7-18 6 l/defl >999 >977 n/a L/d 360 240 n/a PLATES MT20 Weight: 122 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 4-7,4-11,12-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14, 15 REACTIONS. (size)6=0-5-8, 2=0-5-8 Max Horz 2=155(LC 7) Max Uplift 6=-91(LC 11), 2=-113(LC 10) Max Grav 6=1217(LC 1), 2=1322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1998/165, 3-4=-1767/194, 4-5=-1776/199, 5-6=-1985/169 BOT CHORD 2-11=-167/1646, 10-11=-30/1135, 9-10=-30/1135, 7-9=-30/1135, 6-7=-75/1658 WEBS 4-13=-110/775, 7-13=-106/718, 5-7=-509/180, 11-12=-101/693, 4-12=-105/751, 3-11=-491/177 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 6 except (jt=lb) 2=113. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 12 lb up at 13-0-0, and 100 lb down and 12 lb up at 15-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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: 1-4=-66, 4-6=-66, 16-19=-14 Concentrated Loads (lb) Vert: 10=-100 9=-100 July 29,2021 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 J1080751 Truss A3 Truss Type COMMON Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897897 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:29 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-UfYe_TPBbznj669hDiIKb8c5_IVLh024vMxnr6ytF1S Scale = 1:63.3 1 2 3 4 5 6 7 12 11 10 9 8 1413 15 16 23 24 4x5 4x4 3x6 3x4 1.5x4 3x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-1-26-6-91-4-09-8-11 9-8-11 13-0-0 3-3-5 15-0-0 2-0-0 18-3-5 3-3-5 28-0-0 9-8-11 -1-6-0 1-6-0 7-2-13 7-2-13 14-0-0 6-9-3 20-9-3 6-9-3 28-0-0 7-2-13 29-6-0 1-6-0 0-4-58-6-50-4-57.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-2-0], [4:0-2-12,0-2-0], [6:0-3-2,0-2-0], [8:0-1-12,0-1-8], [12:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 0.76 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.07 (loc) 10-11 8-22 6 l/defl >999 >997 n/a L/d 360 240 n/a PLATES MT20 Weight: 124 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 4-8,4-12,13-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=-160(LC 8) Max Uplift 2=-113(LC 10), 6=-113(LC 11) Max Grav 2=1319(LC 1), 6=1319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/164, 3-4=-1762/194, 4-5=-1762/194, 5-6=-1993/164 BOT CHORD 2-12=-157/1642, 11-12=-20/1130, 10-11=-20/1130, 8-10=-20/1130, 6-8=-49/1642 WEBS 4-14=-105/761, 8-14=-101/703, 5-8=-501/177, 12-13=-101/703, 4-13=-105/761, 3-12=-501/177 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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=113, 6=113. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 12 lb up at 13-0-0, and 100 lb down and 12 lb up at 15-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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: 1-4=-66, 4-7=-66, 17-20=-14 Concentrated Loads (lb) Vert: 11=-100 10=-100 July 29,2021 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 J1080751 Truss A4 Truss Type Roof Special Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897898 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-yr60CpPpMHvakGkunPpZ7L9CWiqzQKFE70gKNYytF1R Scale = 1:55.0 1 2 3 4 5 6 7 10 9 8 17 18 4x6 4x4 5x6 6x8 MT18HS 5x16 4x6 1.5x4 3x4 1.5x4 7-11-0 7-11-0 15-4-8 7-5-8 21-10-12 6-6-4 27-9-0 5-10-4 -1-6-0 1-6-0 7-11-0 7-11-0 14-0-0 6-1-0 15-4-8 1-4-8 21-10-12 6-6-4 27-9-0 5-10-4 0-4-58-6-50-6-12-5-137.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-1-12,0-1-12], [6:0-1-12,0-1-8], [7:0-1-4,0-2-0], [9:0-11-0,0-2-0], [10:0-4-0,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.98 0.80 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.61 0.36 (loc) 10 9-10 7 l/defl >935 >546 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 116 lb FT = 16% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-10,6-9,6-8: 2x4 HF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)7=Mechanical, 2=0-5-8 Max Horz 2=155(LC 7) Max Uplift 7=-77(LC 11), 2=-100(LC 10) Max Grav 7=1107(LC 1), 2=1212(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3557/294, 3-4=-1143/138, 4-5=-1260/191, 5-6=-1331/125, 6-7=-1804/128 BOT CHORD 2-10=-298/3126, 9-10=-296/3130, 8-9=-54/1480, 7-8=-54/1480 WEBS 3-10=-126/2056, 3-9=-2435/322, 4-9=-161/993, 5-9=-465/141, 6-9=-505/132 NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 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. 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) 7 except (jt=lb) 2=100. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss AA Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897899 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-vEEmdVR3uu9IzZuGuqs1DmEcGVZWuQQXbK9RRQytF1P Scale = 1:54.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 45 46 47 48 3x6 6x8 4x8 3x6 5x6 1-0-8 27-9-0 27-9-0 -1-6-0 1-6-0 14-0-0 14-0-0 27-9-0 13-9-0 0-4-58-6-50-6-17.00 12 Plate Offsets (X,Y)-- [13:0-3-0,Edge], [24:0-0-0,0-2-0], [33:0-3-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.60 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.01 (loc) 1 1 24 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 168 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 12-35,14-34: 2x4 HF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-1-3 oc bracing: 2-44 5-7-2 oc bracing: 43-44 4-11-12 oc bracing: 25-26 3-1-13 oc bracing: 24-25. REACTIONS.All bearings 27-9-0. (lb) - Max Horz 2=155(LC 32) Max Uplift All uplift 100 lb or less at joint(s) 35, 34, 26, 27, 28, 29, 30, 31, 32, 33, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 24=-2370(LC 37), 2=-2041(LC 30), 25=-521(LC 40) Max Grav All reactions 250 lb or less at joint(s) 35, 34, 26, 27, 28, 29, 30, 31, 32, 33, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 24=2421(LC 40), 2=2087(LC 37), 25=544(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3976/3926, 3-4=-3553/3491, 4-5=-3179/3156, 5-6=-2809/2793, 6-7=-2447/2434, 7-8=-2085/2077, 8-9=-1723/1731, 9-10=-1360/1390, 10-11=-999/1050, 11-12=-640/716, 12-13=-254/321, 14-15=-509/590, 15-16=-855/917, 16-17=-1201/1247, 17-18=-1558/1584, 18-19=-1920/1925, 19-20=-2282/2270, 20-21=-2647/2629, 21-22=-3024/2989, 22-23=-3417/3367, 23-24=-4001/3931 BOT CHORD 2-44=-3319/3376, 43-44=-1049/1000, 25-26=-1321/1379, 24-25=-3165/3223 WEBS 23-25=-474/479 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 34, 26, 27, 28, 29, 30, 31, 32, 33, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 24=2370, 2=2041, 25=521. 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, 26-0-0 to 27-9-0 for 1702.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss B Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897900 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-rcLX2BSKQWP0Ct1f0FuVIBK_FJGcMJTq2eeYWJytF1N Scale = 1:53.0 1 2 3 4 5 6 7 8 13 11 10 9 23 24 25 12 5x8 3x4 3x4 3x4 4x6 5x8 4x4 1.5x4 4x5 2x4 2x4 2x4 3x4 4x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x8 1.5x4 1.5x4 1.5x4 2x4 1.5x4 10-0-0 10-0-0 13-10-0 3-10-0 20-0-0 6-2-0 -1-2-7 1-2-7 5-1-14 5-1-14 10-0-0 4-10-2 14-10-2 4-10-2 20-0-0 5-1-14 21-2-7 1-2-7 0-4-107-10-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-4], [4:0-2-8,0-1-12], [6:0-1-8,0-2-0], [7:0-6-4,0-0-4], [11:0-2-12,0-1-8], [13:0-4-0,0-3-0], [15:0-1-13,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.56 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.03 (loc) 2-13 2-13 7 l/defl >724 >409 n/a L/d 360 240 n/a PLATES MT20 Weight: 122 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x6 DF SS *Except* 5-13: 2x4 HF No.2, 6-13,3-13: 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. REACTIONS.All bearings 6-5-8 except (jt=length) 2=0-5-8, 12=0-3-8. (lb) - Max Horz 2=-356(LC 34) Max Uplift All uplift 100 lb or less at joint(s) 9, 11 except 7=-1811(LC 41), 2=-1812(LC 38), 12=-147(LC 5) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12 except 7=2002(LC 36), 2=2083(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/2847, 3-5=-1681/1446, 5-6=-1708/1505, 6-7=-3208/2933 BOT CHORD 2-13=-2046/2349, 12-13=-52/725, 11-12=-52/725, 10-11=-52/725, 9-10=-52/725, 7-9=-2301/2551 WEBS 5-13=-41/433, 6-13=-311/209, 3-13=-311/197 NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 9, 11 except (jt=lb) 7=1811, 2=1812, 12=147. 10) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 18-0-0 to 20-0-0 for 1150.0 plf. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss B1 Truss Type Scissor Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897901 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-JpvvFXTyBpXsq1crZyPkqPsDQjbe5iwzHIO52lytF1M Scale: 1/4"=1' 1 2 3 4 5 6 7 8 15 16 4x5 4x5 4x4 5x8 1.5x4 1.5x4 10-0-0 10-0-0 20-0-0 10-0-0 -1-2-7 1-2-7 6-1-4 6-1-4 10-0-0 3-10-12 13-10-12 3-10-12 20-0-0 6-1-4 21-2-7 1-2-7 0-4-107-10-100-4-103-6-159.00 12 4.50 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-12], [4:0-2-0,0-1-12], [6:0-3-4,0-0-12], [8:0-4-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.33 0.64 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.18 (loc) 8-14 8-11 6 l/defl >884 >496 n/a L/d 360 240 n/a PLATES MT20 Weight: 75 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 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=-149(LC 8) Max Uplift 2=-67(LC 10), 6=-67(LC 11) Max Grav 2=879(LC 1), 6=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1822/164, 3-4=-1368/68, 4-5=-1368/83, 5-6=-1822/103 BOT CHORD 2-8=-156/1482, 6-8=-34/1482 WEBS 4-8=-36/1303, 5-8=-403/189, 3-8=-403/184 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) Bearing at joint(s) 2, 6 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 capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss B2 Truss Type COMMON GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13897902 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-0kWhLybDquoS1ZNm93b4EWHrHl_lRAuRarpdPAytF1C Scale = 1:50.4 1 2 3 4 5 6 9 8 7 14 15 16 17 18 19 20 21 22 23 5x8 5x8 10x10 5x6 4x4 3x8 4x4 3x8 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 4-8-0 4-8-0 10-0-0 5-4-0 15-4-0 5-4-0 20-0-0 4-8-0 4-8-0 4-8-0 10-0-0 5-4-0 15-4-0 5-4-0 20-0-0 4-8-0 21-2-7 1-2-7 0-4-107-10-100-4-109.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-0], [2:0-0-12,0-1-8], [4:0-0-12,0-1-8], [5:0-2-4,0-3-0], [7:0-4-8,0-1-8], [9:0-4-8,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.65 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.23 0.06 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 207 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud *Except* 3-8: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=-288(LC 31) Max Uplift 1=-2093(LC 38), 5=-2174(LC 41) Max Grav 1=6207(LC 25), 5=6240(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9246/3330, 2-3=-5903/1977, 3-4=-5910/1988, 4-5=-9073/3194 BOT CHORD 1-9=-2847/7551, 8-9=-2847/7551, 7-8=-2744/7407, 5-7=-2744/7407 WEBS 3-8=-489/6201, 4-8=-2803/336, 4-7=-207/2898, 2-8=-2822/320, 2-9=-192/2913 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 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) except (jt=lb) 1=2093, 5=2174. 10) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 for 2300.0 plf. 11) Use USP MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 18-0-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) 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: 1-3=-66, 3-6=-66, 1-5=-14 Concentrated Loads (lb) Vert: 8=-1093(F) 16=-1093(F) 17=-1093(F) 18=-1093(F) 19=-1093(F) 20=-1093(F) 21=-1093(F) 22=-1093(F) 23=-1093(F) July 29,2021 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 J1080751 Truss BB Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897903 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-Uw43ZHcrbCwJejyyjm6Jnjp5w8QAAnJbpVYAxdytF1B Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x4 4x6 4x6 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 14-0-0 14-0-0 -1-2-7 1-2-7 7-0-0 7-0-0 14-0-0 7-0-0 15-2-7 1-2-7 0-4-105-7-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-4], [10:0-6-4,0-0-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.26 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 66 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 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 4-8-6 oc bracing: 2-18,10-12. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 2=-109(LC 34) Max Uplift All uplift 100 lb or less at joint(s) 15, 12, 13, 14, 18, 17, 16 except 2=-1268(LC 30), 10=-1248(LC 33) Max Grav All reactions 250 lb or less at joint(s) 15, 12, 13, 14, 18, 17, 16 except 2=1317(LC 37), 10=1304(LC 50) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/2097, 3-4=-1499/1481, 4-5=-909/922, 5-6=-319/372, 6-7=-314/368, 7-8=-877/901, 8-9=-1464/1449, 9-10=-2107/2062 BOT CHORD 2-18=-1489/1541, 10-12=-1489/1541 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 15, 12, 13, 14, 18, 17, 16 except (jt=lb) 2=1268, 10=1248. 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, 12-0-0 to 14-0-0 for 805.0 plf. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss C Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897904 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-RJCp_zd67pA0u16LqB8ns8vRDy6Deh4tGp1H0VytF19 Scale = 1:30.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 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 -1-2-7 1-2-7 6-0-0 6-0-0 12-0-0 6-0-0 13-2-7 1-2-7 0-4-104-10-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-10], [8:0-2-12,0-1-10] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.22 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 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: 50 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 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 2=-96(LC 34) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 14, 13 except 2=-1084(LC 30), 8=-1079(LC 41) Max Grav All reactions 250 lb or less at joint(s) 12, 10, 11, 14, 13 except 2=1134(LC 37), 8=1127(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1820/1791, 3-4=-1205/1186, 4-5=-616/642, 5-6=-602/633, 6-7=-1174/1165, 7-8=-1797/1760 BOT CHORD 2-14=-1274/1320, 8-10=-1274/1320 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 10, 11, 14, 13 except (jt=lb) 2=1084, 8=1079. 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, 10-0-0 to 12-0-0 for 690.0 plf. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss C1 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897905 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-vVlCBJeku7ItVBhXOvf0PMRZgMP1N7i1VTnrYxytF18 Scale = 1:31.2 1 2 3 4 5 6 13 14 4x4 4x4 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-2-7 1-2-7 6-0-0 6-0-0 12-0-0 6-0-0 13-2-7 1-2-7 0-4-104-10-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-10], [4:0-2-12,0-1-10] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.53 0.44 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.00 (loc) 6-12 6-12 2 l/defl >999 >999 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 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=96(LC 9) Max Uplift 2=-48(LC 10), 4=-48(LC 11) Max Grav 2=559(LC 1), 4=559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-546/55, 3-4=-546/54 BOT CHORD 2-6=0/336, 4-6=0/336 NOTES-(8) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 2, 4. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss C2 Truss Type Common Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13897906 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-NhJaOffMfQQk7KGkycAFxZ_lxmkV6TGAk7WO4OytF17 Scale = 1:31.4 1 2 3 4 6 5 11 12 13 14 15 3x8 3x8 3x6 4x6 3x6 THD26 THD26 THD26 THD26 THD26 4-2-5 4-2-5 7-9-11 3-7-5 12-0-0 4-2-5 -1-2-7 1-2-7 6-0-0 6-0-0 12-0-0 6-0-0 0-4-104-10-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [3:0-2-12,0-2-0], [4:0-4-8,0-1-8], [5:0-4-8,0-0-8], [6:0-3-0,0-1-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.49 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.08 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 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 2x6 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=0-5-8 Max Horz 2=90(LC 27) Max Uplift 4=-255(LC 11), 2=-263(LC 10) Max Grav 4=3311(LC 1), 2=3296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4439/351, 3-4=-4490/356 BOT CHORD 2-6=-244/3456, 5-6=-162/2434, 4-5=-233/3498 WEBS 3-5=-226/2735, 3-6=-207/2627 NOTES-(12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 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) except (jt=lb) 4=255, 2=263. 10) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) 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: 1-3=-66, 3-4=-66, 2-4=-14 Concentrated Loads (lb) Vert: 5=-1093(F) 6=-1093(F) 13=-1093(F) 14=-1093(F) 15=-1194(F) July 29,2021 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 J1080751 Truss D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897907 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-NhJaOffMfQQk7KGkycAFxZ_pdmqf6bZAk7WO4OytF17 Scale = 1:24.8 1 2 3 4 56 11 12 5x8 3x4 3x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-6-0 3-6-0 7-0-0 3-6-0 -1-6-0 1-6-0 3-6-0 3-6-0 7-0-0 3-6-0 8-6-0 1-6-0 0-4-103-0-20-4-109.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-14], [4:0-1-0,0-1-14] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 37 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=-63(LC 8) Max Uplift 2=-44(LC 10), 4=-45(LC 11) Max Grav 2=376(LC 1), 4=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/13, 3-4=-258/12 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss D1 Truss Type Common Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897908 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-rutyc?g_QkYblUqwVJiUUnX_G92Qr2sKynGxcqytF16 Scale = 1:23.4 1 2 3 4 6 5 10 3x4 1.5x4 4x4 1.5x4 1.5x4 3-6-0 3-6-0 5-11-8 2-5-8 -1-6-0 1-6-0 3-6-0 3-6-0 5-11-8 2-5-8 0-4-103-0-20-10-80-3-81-2-09.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-10] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.21 0.64 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.01 (loc) 6-9 6-9 2 l/defl >594 >349 n/a L/d 360 240 n/a PLATES MT20 Weight: 22 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 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 5=0-1-8 Max Horz 2=69(LC 9) Max Uplift 2=-41(LC 10), 5=-9(LC 11) Max Grav 2=344(LC 1), 5=220(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) Bearing at joint(s) 5 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) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss D2 Truss Type Common Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897909 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-J4RKpLgcB2gSNeP631Dj1_3BRZWLaVVTBR?V9GytF15 Scale = 1:16.4 1 2 3 6 5 4 2x4 4x4 2x4 1.5x4 2x4 2x4 2-5-8 2-5-8 4-11-0 2-5-8 2-5-8 2-5-8 4-11-0 2-5-8 0-10-81-2-03-0-20-3-80-10-80-3-81-2-09.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.12 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 4 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-1-8, 4=0-1-8 Max Horz 6=55(LC 9) Max Uplift 6=-10(LC 10), 4=-10(LC 11) Max Grav 6=185(LC 1), 4=185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss F1 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897910 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:rXCffGfChynNF?zCQRRsBhytFHF-nG?i1hhExLoJ_o_JdkkyZCcAtzicJxVdQ5l2hjytF14 Scale = 1:27.3 1 2 3 4 5 6 21 22 3x6 3x6 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-0-0 7-0-0 14-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 15-6-0 1-6-0 0-3-152-7-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.78 0.72 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.20 0.02 (loc) 6-20 6-20 4 l/defl >999 >835 n/a L/d 360 240 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 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud 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=0-3-8, 4=0-3-8 Max Horz 2=34(LC 10) Max Uplift 2=-93(LC 6), 4=-93(LC 7) Max Grav 2=659(LC 1), 4=659(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-994/62, 3-4=-994/62 BOT CHORD 2-6=-18/875, 4-6=-18/875 WEBS 3-6=0/284 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss F2 Truss Type Common Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897911 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:rXCffGfChynNF?zCQRRsBhytFHF-nG?i1hhExLoJ_o_JdkkyZCcAtzicJxVdQ5l2hjytF14 Scale = 1:27.3 1 2 3 4 5 6 13 14 3x6 3x6 1.5x4 4x4 7-0-0 7-0-0 14-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 15-6-0 1-6-0 0-3-152-7-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.78 0.72 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.20 0.02 (loc) 6-9 6-9 4 l/defl >999 >835 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 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=0-3-8, 4=0-3-8 Max Horz 2=34(LC 10) Max Uplift 2=-93(LC 6), 4=-93(LC 7) Max Grav 2=659(LC 1), 4=659(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-994/62, 3-4=-994/62 BOT CHORD 2-6=-18/875, 4-6=-18/875 WEBS 3-6=0/284 NOTES-(8) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 2, 4. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss J1 Truss Type Monopitch Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897912 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-FSZ5E0itifwAcyZVBSFB6P9VXNDk2PHmflUbD9ytF13 Scale = 1:6.1 1 2 3 4 3x4 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-3-150-7-154.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 4 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-1-8 Max Horz 2=27(LC 6) Max Uplift 2=-79(LC 6), 4=-60(LC 16) Max Grav 2=214(LC 1), 4=29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss J2 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897913 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-FSZ5E0itifwAcyZVBSFB6P9VXNC12PHmflUbD9ytF13 Scale = 1:9.4 1 2 3 4 5 1.5x4 1.5x4 3x4 0-1-8 -1-6-0 1-6-0 2-11-8 2-11-8 0-3-151-3-124.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 10 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 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=2-11-8, 2=2-11-8 Max Horz 2=36(LC 9) Max Uplift 4=-9(LC 10), 2=-65(LC 6) Max Grav 4=92(LC 17), 2=240(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 4, 2. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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 J1080751 Truss J2A Truss Type MONOPITCH Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13897914 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 29 09:39:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GvEGQJkUatTZ0CnITWekbIyd0VQ-kf7TSMjVTz31E68hk9mQedhgHnYensXvtPE9lbytF12 Scale = 1:9.4 1 2 3 4 8 1.5x4 3x4 1.5x4 0-1-8 -1-6-0 1-6-0 2-11-8 2-11-8 0-3-151-3-121-0-40-3-81-3-124.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 10 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 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-1-8 Max Horz 2=36(LC 9) Max Uplift 2=-65(LC 6), 4=-9(LC 10) Max Grav 2=240(LC 17), 4=92(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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) 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 29,2021 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