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Roof Truss EngineeringTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1090618 The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Soundbuilt NW, LLC Terry Powell June 21,2021 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 I13825670I13825643 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 J1090618 Truss A Truss Type Attic Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825643 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:16 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-XtR_GIeVrvFLXXx6Ew8LGdsoUxZ2EFpvzJdKPYz53i5 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1716 15 14 13 12 3865 66 63 64 8x8 7x8 8x10 MT18HS 8x8 8x10 MT18HS 4x5 4x5 5x10 5x10 4x12 4x12 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7x8 8x8 15-0-05-8-113-0-56-0-8 6-8-1 6-8-1 12-1-4 5-5-3 19-9-0 7-7-12 27-4-12 7-7-12 32-9-15 5-5-3 39-6-0 6-8-1 -2-0-0 2-0-0 6-8-1 6-8-1 12-1-4 5-5-3 16-9-1 4-7-13 19-9-0 2-11-15 22-8-15 2-11-15 27-4-12 4-7-13 32-9-15 5-5-3 39-6-0 6-8-1 41-6-0 2-0-0 0-4-511-10-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-8-15,0-2-8], [5:0-1-4,0-2-8], [7:0-1-4,0-2-8], [10:0-8-15,0-2-8], [15:0-9-0,0-2-0], [20:0-8-0,0-2-0], [29:0-8-0,0-2-0], [34:0-9-0,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.14 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.01 (loc) 11 11 20 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 454 lb FT = 16% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x10 DF SS *Except* 1-3,9-11: 2x4 HF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 HF Stud *Except* 5-7: 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 5-25,7-24,22-49,23-50,27-61,26-62: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-29, 9-20 JOINTS 1 Brace at Jt(s): 38 REACTIONS.All bearings 39-6-0. (lb) - Max Horz 2=-209(LC 36) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 37, 36 except 2=-1548(LC 40), 29=-1074(LC 41), 20=-1075(LC 42), 34=-1965(LC 40), 15=-1956(LC 43), 23=-309(LC 17), 26=-309(LC 17), 10=-1557(LC 43) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 16, 17, 19, 21, 22, 37, 36, 35, 33, 32, 30, 28, 27 except 2=1666(LC 37), 29=1138(LC 36), 20=1140(LC 39), 34=2159(LC 37), 15=2144(LC 38), 25=518(LC 17), 24=518(LC 17), 10=1679(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3577/3378, 3-4=-3649/3374, 4-5=-2353/2080, 5-6=-1092/941, 6-7=-1097/944, 7-8=-2344/2086, 8-9=-3578/3365, 9-10=-3548/3358 BOT CHORD 2-37=-3056/3250, 36-37=-1585/1778, 35-36=-1585/1778, 34-35=-1585/1778, 33-34=-1300/1532, 32-33=-1300/1532, 30-32=-1300/1532, 29-30=-1300/1532, 28-29=0/580, 27-28=0/580, 26-27=0/580, 25-26=0/580, 24-25=0/580, 23-24=0/580, 22-23=0/580, 21-22=0/580, 20-21=0/580, 19-20=-1224/1452, 17-19=-1224/1452, 16-17=-1224/1452, 15-16=-1224/1452, 14-15=-1507/1700, 13-14=-1507/1700, 12-13=-1507/1700, 10-12=-2979/3172 WEBS 4-29=-544/125, 8-20=-544/119, 3-34=-2165/1998, 9-15=-2150/1989, 3-29=-1556/1687, 9-20=-1571/1698 NOTES-(17) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-38, 7-38 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 37, 36 except (jt=lb) 2=1548, 29=1074 , 20=1075, 34=1965, 15=1956, 23=309, 26=309, 10=1557. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) 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, 37-6-0 to 39-6-0 for 2271.2 plf. 16) Attic room checked for L/360 deflection. 17) All dimensions given in feet-inches-sixteenths (FFIISS) format.June 21,2021 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 J1090618 Truss A1 Truss Type Attic Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825644 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:18 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-UFZkg_glNWV3nr4UMLApL2xBcl8IiAEBRd6QURz53i3 Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 1823 24 6x8 10x12 8x8 8x8 8x8 3x8 3x8 5x12 3x10 5x12 3x10 3x6 3x6 1.5x4 10x12 6x8 5-8-113-0-56-8-1 6-8-1 12-1-4 5-5-3 27-4-12 15-3-8 32-9-15 5-5-3 39-6-0 6-8-1 -2-0-0 2-0-0 6-8-1 6-8-1 12-1-4 5-5-3 16-9-1 4-7-13 19-9-0 2-11-15 22-8-15 2-11-15 27-4-12 4-7-13 32-9-15 5-5-3 39-6-0 6-8-1 41-6-0 2-0-0 0-4-511-10-90-4-57.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-11], [3:0-3-12,Edge], [4:0-7-4,0-0-12], [8:0-7-4,0-0-12], [9:0-3-12,Edge], [10:0-4-0,0-1-11], [12:0-3-8,0-1-8], [14:0-8-12,0-2-4], [15:0-8-12,0-2-4], [17:0-3-8,0-1-8] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.61 0.54 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.38 -0.61 0.06 -0.14 (loc) 14-15 14-15 10 14-15 l/defl >999 >764 n/a 1324 L/d 360 240 n/a 360 PLATES MT20 Weight: 349 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x10 DF SS *Except* 1-3,9-11: 2x4 HF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 HF Stud *Except* 5-7: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-209(LC 8) Max Grav 2=2193(LC 21), 10=2193(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/0, 3-4=-3372/0, 4-5=-2596/0, 5-6=0/662, 6-7=0/662, 7-8=-2599/0, 8-9=-3376/0, 9-10=-3546/0 BOT CHORD 2-17=0/3143, 15-17=0/3162, 14-15=0/2770, 12-14=0/3001, 10-12=0/2982 WEBS 5-18=-3563/0, 7-18=-3563/0, 4-15=0/1367, 8-14=0/1367, 3-17=-455/85, 9-12=-455/85, 3-15=-663/209, 9-14=-663/207, 6-18=0/449 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss A2 Truss Type Attic Qty 10 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825645 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:19 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-yR67uKhO8qdwO?fhv2i2uFUMM9UYRdVLfHr_0tz53i2 Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 22 23 6x8 10x12 8x8 8x8 8x8 3x8 3x8 5x12 3x10 5x12 3x10 3x6 3x6 1.5x4 6x8 10x12 15-0-05-8-16-8-1 6-8-1 12-1-4 5-5-3 27-4-12 15-3-8 32-9-15 5-5-3 39-3-0 6-5-1 -2-0-0 2-0-0 6-8-1 6-8-1 12-1-4 5-5-3 16-9-1 4-7-13 19-9-0 2-11-15 22-8-15 2-11-15 27-4-12 4-7-13 32-9-15 5-5-3 39-3-0 6-5-1 0-4-511-10-90-6-17.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-11], [3:0-3-12,Edge], [4:0-7-0,0-0-8], [8:0-7-0,0-0-8], [9:0-3-12,Edge], [10:0-1-15,0-0-15], [11:0-3-8,0-1-8], [13:0-8-12,0-2-8], [14:0-8-12,0-2-4], [16:0-3-8,0-1-8] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.61 0.54 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.37 -0.61 0.05 -0.14 (loc) 13-14 13-14 10 13-14 l/defl >999 >767 n/a 1325 L/d 360 240 n/a 360 PLATES MT20 Weight: 345 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x10 DF SS *Except* 1-3,9-10: 2x4 HF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 HF Stud *Except* 5-7: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=201(LC 7) Max Grav 2=2190(LC 21), 10=2058(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3546/0, 3-4=-3368/0, 4-5=-2592/0, 5-6=0/660, 6-7=0/659, 7-8=-2593/0, 8-9=-3367/0, 9-10=-3527/0 BOT CHORD 2-16=0/3128, 14-16=0/3147, 13-14=0/2752, 11-13=0/2992, 10-11=0/2971 WEBS 5-17=-3553/0, 7-17=-3553/0, 4-14=0/1364, 8-13=0/1359, 3-16=-452/82, 9-11=-473/82, 3-14=-659/209, 9-13=-660/220, 6-17=0/448 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 9) Refer to girder(s) for truss to truss connections. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Attic room checked for L/360 deflection. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss A3 Truss Type ATTIC Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13825646 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:28 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-BA9WnPn10bmezNrPxRM9l9MvEna?2kbgkAXypsz53hv Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 22 23 6x8 10x12 8x8 8x8 8x8 3x6 3x6 4x12 3x8 4x12 3x8 3x6 3x6 1.5x4 6x8 10x12 MT18HS JUS24 15-0-05-8-213-0-56-8-1 6-8-1 12-1-4 5-5-3 27-4-12 15-3-8 32-9-15 5-5-3 39-3-0 6-5-1 -2-0-0 2-0-0 6-8-1 6-8-1 12-1-4 5-5-3 16-9-1 4-7-13 19-9-0 2-11-15 22-8-15 2-11-15 27-4-12 4-7-13 32-9-15 5-5-3 39-3-0 6-5-1 0-4-511-10-90-6-17.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-11], [3:0-3-12,Edge], [4:0-4-0,0-0-4], [8:0-4-0,0-0-4], [9:0-3-12,Edge], [10:0-1-15,0-0-15], [11:0-3-8,0-1-8], [13:0-8-4,0-2-0], [14:0-8-4,0-1-12], [16:0-3-8,0-1-8] 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 3-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.60 0.45 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.31 -0.50 0.04 -0.11 (loc) 13-14 13-14 10 13-14 l/defl >999 >933 n/a 1648 L/d 360 240 n/a 360 PLATES MT20 MT18HS Weight: 689 lb FT = 16% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x10 DF SS *Except* 1-3,9-10: 2x4 HF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 HF Stud *Except* 5-7: 2x4 DF No.1&Btr BRACING- TOP CHORD 2-0-0 oc purlins (4-9-10 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 17 REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=302(LC 7) Max Uplift 2=-148(LC 10), 10=-1(LC 11) Max Grav 2=3596(LC 37), 10=3224(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5942/216, 3-4=-5493/14, 4-5=-4152/87, 5-6=-9/1127, 6-7=0/1082, 7-8=-4197/107, 8-9=-5432/0, 9-10=-5509/2 BOT CHORD 2-16=-269/5231, 14-16=-251/5249, 13-14=0/4458, 11-13=0/4692, 10-11=0/4648 WEBS 5-17=-5830/50, 7-17=-5830/50, 4-14=0/2399, 8-13=0/2175, 3-16=-632/298, 9-11=-893/167, 3-14=-1313/460, 9-13=-795/441, 6-17=0/729 NOTES-(19) 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, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x12 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=148. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Use USP JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent at 12-2-4 from the left end to connect truss(es) to front face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) Attic room checked for L/360 deflection. 19) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Continued on page 2 June 21,2021 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 J1090618 Truss A3 Truss Type ATTIC Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13825646 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:28 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-BA9WnPn10bmezNrPxRM9l9MvEna?2kbgkAXypsz53hv LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-14=-21, 13-14=-51, 10-13=-21, 1-4=-99, 4-5=-114, 5-6=-99, 6-7=-99, 7-8=-114, 8-10=-99, 5-7=-15 Concentrated Loads (lb) Vert: 14=-572(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090618 Truss A4 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825647 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-3yP1dmrY4pG4S?9BAHR6v?WZ8O1H_XFFfoVAydz53hr Scale = 1:89.2 1 2 3 4 5 6 7 8 9 10 11 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 37 62 69 70 67 68 6x8 7x8 8x10 MT18HS 8x8 8x10 MT18HS 4x6 4x5 4x10 1.5x4 4x10 1.5x4 4x12 4x12 1.5x4 6x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7x8 15-0-05-8-14-0-8 6-8-1 6-8-1 12-1-4 5-5-3 17-1-0 4-11-12 19-9-0 2-8-0 27-4-12 7-7-12 32-9-15 5-5-3 39-3-0 6-5-1 -2-0-0 2-0-0 6-8-1 6-8-1 12-1-4 5-5-3 16-9-1 4-7-13 19-9-0 2-11-15 21-3-0 1-6-0 22-8-15 1-5-15 27-4-12 4-7-13 32-9-15 5-5-3 39-3-0 6-5-1 0-4-511-10-90-6-17.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-11], [5:0-4-8,0-3-0], [8:0-1-4,0-2-8], [11:0-4-0,0-1-11], [14:0-8-12,0-2-0], [19:0-5-12,0-1-12], [19:0-2-0,0-0-4], [25:0-3-8,0-1-8], [29:0-2-0,0-0-4], [29:0-5-12,0-1-12], [34:0-8-12 ,0-2-0], [39:0-1-8,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.67 0.11 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 0.01 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 468 lb FT = 16% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x10 DF SS *Except* 1-3,10-11: 2x4 HF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 HF Stud *Except* 5-8,5-25: 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 24-39,8-23,26-41,27-42,22-57,21-58: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-29, 10-19, 5-25 JOINTS 1 Brace at Jt(s): 37 REACTIONS.All bearings 39-3-0. (lb) - Max Horz 2=202(LC 34) Max Uplift All uplift 100 lb or less at joint(s) 33, 36, 15, 22, 25 except 2=-1238(LC 42), 29=-987(LC 41), 19=-957(LC 42), 34=-1620(LC 40), 14=-1628(LC 43), 11=-1439(LC 43), 35=-162(LC 59), 13=-192(LC 60), 12=-136(LC 43) Max Grav All reactions 250 lb or less at joint(s) 18, 24, 23, 26, 27, 28, 30, 32, 33, 35, 16, 15, 13, 21, 20 except 2=1354(LC 39), 29=985(LC 36), 19=1125(LC 61), 34=1768(LC 37), 14=1759(LC 38), 11=1540(LC 38), 36=405(LC 58), 12=455(LC 60), 25=422(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3449/3289, 3-4=-3532/3431, 4-5=-2341/2213, 5-6=-1004/814, 6-7=-569/428, 7-8=-1015/913, 8-9=-2234/2077, 9-10=-3437/3280, 10-11=-3307/3171 BOT CHORD 2-36=-1699/1832, 35-36=-1699/1832, 34-35=-1699/1832, 33-34=-1575/1721, 32-33=-1575/1721, 30-32=-1575/1721, 29-30=-1575/1721, 28-29=-205/556, 27-28=-205/556, 26-27=-205/556, 25-26=-205/556, 24-25=-201/549, 23-24=-201/549, 22-23=-201/549, 21-22=-201/549, 20-21=-201/549, 19-20=-201/549, 18-19=-1011/1151, 16-18=-1011/1151, 15-16=-1011/1151, 14-15=-1011/1151, 13-14=-1135/1263, 12-13=-1135/1263, 11-12=-1135/1263 WEBS 4-29=-387/248, 9-19=-639/230, 3-34=-1725/1622, 10-14=-1709/1619, 3-29=-1628/1711, 10-19=-1579/1671, 5-25=-420/88 NOTES-(17) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Ceiling dead load (5.0 psf) on member(s). 8-9, 5-37, 37-62, 8-62 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 36, 15, 22, 25 except (jt=lb) 2=1238, 29=987, 19=957, 34=1620, 14=1628, 11=1439, 35=162, 13=192, 12=136. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 June 21,2021 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 J1090618 Truss A4 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825647 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:33 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-X8zPq6rAr7Ox48kNk?yLSC3ktoNWjzVPtSEjV3z53hq NOTES-(17) 15) 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, 37-6-0 to 39-3-0 for 2407.3 plf. 16) Attic room checked for L/360 deflection. 17) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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 J1090618 Truss AA Truss Type Jack-Closed Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825648 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-0KWo1SsocRWohIJZIiTa?QcxACfPSRUY66_G1Wz53hp Scale = 1:61.8 1 2 3 4 7 6 11 5 3x6 3x4 8x8 1.5x4 3x4 6-6-75-5-2 5-5-2 12-1-8 6-8-6 -2-0-0 2-0-0 5-5-2 5-5-2 12-1-8 6-8-6 19-8-4 7-6-12 0-4-511-10-21-0-310-9-1511-10-27.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-0], [3:0-3-12,Edge], [6:0-1-12,0-1-8] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.32 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 102 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x10 DF SS *Except* 1-3: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-5-8, 6=Mechanical Max Horz 2=252(LC 7) Max Uplift 5=-81(LC 10), 6=-194(LC 10) Max Grav 5=335(LC 17), 2=590(LC 1), 6=913(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-570/0, 4-6=-663/171 BOT CHORD 2-7=-41/430, 6-7=-46/420 WEBS 3-6=-470/98 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 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) 5 except (jt=lb) 6=194. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss B Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825649 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-UW4AFotQNkefJSulrQ_pXd8BQb3SB_iiLmjqZyz53ho Scale = 1:32.4 1 2 3 4 5 6 7 12 11 10 9 8 19 20 4x4 3x4 3x4 5x8 3x4 3x4 1.5x4 1.5x4 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 -1-9-4 1-9-4 4-1-0 4-1-0 7-0-0 2-11-0 9-11-0 2-11-0 14-0-0 4-1-0 15-9-4 1-9-4 0-4-75-0-70-4-72-2-38.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-1-0,0-1-8], [5:0-1-0,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 7 7 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 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 6-0-0 oc bracing. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 2=-98(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10 Max Grav All reactions 250 lb or less at joint(s) 8, 9, 12, 11 except 2=380(LC 17), 6=380(LC 18), 10=626(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/81, 3-4=-42/282, 4-5=-31/282, 5-6=-436/89 BOT CHORD 2-12=-78/308, 11-12=-78/308, 10-11=-80/307, 9-10=-49/307, 8-9=-45/308, 6-8=-44/308 WEBS 4-10=-423/54, 5-10=-479/139, 3-10=-479/140 NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 8, 9, 12, 11. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss B1 Truss Type Scissor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825650 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-yjeYS8u282mWxcTyP7V24rhL7?JcwO6raQTN5Oz53hn Scale = 1:33.7 1 2 3 4 5 6 7 815 16 4x4 4x4 4x4 5x8 1.5x4 1.5x4 7-0-0 7-0-0 14-0-0 7-0-0 -1-9-4 1-9-4 4-1-0 4-1-0 7-0-0 2-11-0 9-11-0 2-11-0 14-0-0 4-1-0 15-9-4 1-9-4 0-4-75-0-70-4-72-2-38.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-10], [6:0-3-2,0-0-10] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.40 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 0.09 (loc) 8-14 8-14 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 52 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 4-4-8 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=98(LC 9) Max Uplift 2=-53(LC 10), 6=-53(LC 11) Max Grav 2=763(LC 17), 6=763(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1510/90, 3-4=-1029/22, 4-5=-1029/33, 5-6=-1510/46 BOT CHORD 2-8=-79/1255, 6-8=-1/1255 WEBS 4-8=0/819, 5-8=-419/118, 3-8=-419/112 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss C Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825651 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-QvCwgUugvMuNYm18zq0Hc2ESiPg?fmG_o4Cxeqz53hm Scale = 1:59.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 18 17 16 34 35 4x5 3x4 7x8 5x6 3x4 3x4 1.5x4 3x10 4x4 3x4 2x4 4x6 2x4 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 5-10-1 5-10-1 10-11-8 5-1-7 17-6-0 6-6-8 24-6-0 7-0-0 -1-9-4 1-9-4 5-10-1 5-10-1 5-11-13 0-1-12 12-3-0 6-3-3 17-6-0 5-3-0 24-6-0 7-0-0 26-3-4 1-9-4 0-4-78-6-70-4-72-2-38.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0], [3:0-1-12,0-1-8], [4:0-1-12,0-1-12], [5:0-2-8,0-2-4], [6:0-1-12,0-1-8], [11:0-5-12,0-2-12], [17:0-0-5,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.56 0.33 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.08 (loc) 9-33 9-33 7 l/defl >999 >851 n/a L/d 360 240 n/a PLATES MT20 Weight: 147 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-10,4-11,5-10: 2x4 HF No.2, 16-17,11-18: 2x6 DF SS 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10,7-9. WEBS 1 Row at midpt 4-11, 5-10 JOINTS 1 Brace at Jt(s): 17 REACTIONS.All bearings 10-11-8 except (jt=length) 7=0-5-8. (lb) - Max Horz 2=157(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 7, 15 except 13=-154(LC 18) Max Grav All reactions 250 lb or less at joint(s) 2, 13, 15, 14, 12, 2 except 11=1499(LC 18), 11=1350(LC 1), 7=475(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-70/273, 3-4=0/569, 4-5=0/352, 5-6=0/493, 6-7=-465/19 BOT CHORD 10-11=-701/136, 9-10=0/328, 7-9=0/333 WEBS 3-11=-316/66, 4-18=0/1046, 10-18=0/883, 10-17=-541/58, 6-17=-745/80, 6-9=0/330, 4-11=-1221/0, 10-16=-780/0, 5-16=-668/0, 11-18=0/300 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 7 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) 2, 11, 7, 15, 2 except (jt=lb) 13=154. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss C1 Truss Type Roof Special Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825652 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-u5mItqvIff0EAwcKXYXW9GmdapyhOE881kyUAHz53hl Scale = 1:55.4 1 2 3 4 5 6 7 8 12 11 10 9 19 20 4x5 3x4 5x8 5x6 4x5 3x4 1.5x4 3x8 3x4 4x4 5-10-1 5-10-1 10-11-8 5-1-7 17-6-0 6-6-8 24-6-0 7-0-0 -1-9-4 1-9-4 5-10-1 5-10-1 12-3-0 6-4-15 17-6-0 5-3-0 24-6-0 7-0-0 26-3-4 1-9-4 0-4-78-6-70-4-72-2-38.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [6:0-1-0,0-1-8], [7:0-1-14,0-0-10], [9:0-3-0,0-3-0], [10:0-1-10,0-1-8], [11:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.55 0.62 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.18 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 116 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 4-11,5-10: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (size)2=0-5-8, 7=0-5-8 Max Horz 2=-157(LC 8) Max Uplift 2=-75(LC 10), 7=-75(LC 11) Max Grav 2=1119(LC 17), 7=1119(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/73, 3-4=-1104/101, 4-5=-975/124, 5-6=-1062/110, 6-7=-2575/54 BOT CHORD 2-12=-76/1174, 11-12=-76/1174, 10-11=0/873, 9-10=0/2155, 7-9=0/2155 WEBS 3-11=-456/103, 4-10=-374/133, 5-10=-113/909, 6-10=-1663/90, 6-9=0/1410 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 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, 7. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss C2 Truss Type ROOF TRUSS Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) I13825653 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-qUu3IVxZBHGxPDmjeza_Ehsy7cels2eRU2RbF9z53hj Scale = 1:54.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 5x12 6x8 7x8 8x12 4x5 4x12 4x4 3x8 4x5 4x12 4x4 3x8 5x12 THD26 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 MSH29 THD28-2 4-11-13 4-11-13 8-2-6 3-2-9 12-3-0 4-0-10 16-3-10 4-0-10 19-6-3 3-2-9 24-6-0 4-11-13 4-11-13 4-11-13 8-2-6 3-2-9 12-3-0 4-0-10 16-3-10 4-0-10 19-6-3 3-2-9 24-6-0 4-11-13 26-3-4 1-9-4 0-4-78-6-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-2-11,0-3-0], [2:0-1-0,0-2-0], [3:0-1-0,0-1-12], [5:0-1-0,0-1-12], [6:0-1-0,0-2-0], [7:0-2-11,0-3-0], [9:0-5-8,0-1-8], [10:0-9-4,Edge], [12:0-7-12,0-4-0], [13:0-9-4,Edge], [14:0-5-8,0-1-8] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.61 0.58 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.34 0.06 (loc) 10-12 10-12 7 l/defl >999 >851 n/a L/d 360 240 n/a PLATES MT20 Weight: 524 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x10 DF SS WEBS 2x4 HF Stud *Except* 4-12: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 7=0-5-8 Max Horz 1=-150(LC 29) Max Grav 1=13515(LC 3), 7=11251(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-18137/0, 2-3=-15469/0, 3-4=-12054/0, 4-5=-12051/0, 5-6=-15565/0, 6-7=-18137/0 BOT CHORD 1-14=0/15045, 13-14=0/15045, 12-13=0/12847, 10-12=0/12930, 9-10=0/15026, 7-9=0/15026 WEBS 4-12=0/13036, 5-12=-4849/0, 5-10=0/5544, 6-10=-2936/0, 6-9=0/3314, 3-12=-4708/0, 3-13=0/5384, 2-13=-3079/0, 2-14=0/3453 NOTES-(16) 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 4-8 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-10 2x4 - 1 row at 0-6-0 oc, member 3-13 2x4 - 1 row at 0-6-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 5) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) 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. 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent at 0-6-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12) Use USP MSH29 (With 18-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-6-12 from the left end to 18-6-12 to connect truss(es) to front face of bottom chord. 13) Use USP THD28-2 (With 28-16d nails into Girder & 8-10d nails into Truss) or equivalent at 20-4-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 14) Fill all nail holes where hanger is in contact with lumber. 15) Attic room checked for L/360 deflection. 16) 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, 4-8=-66, 1-7=-14 Continued on page 2 June 21,2021 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 J1090618 Truss C2 Truss Type ROOF TRUSS Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) I13825653 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:40 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-qUu3IVxZBHGxPDmjeza_Ehsy7cels2eRU2RbF9z53hj LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1770(F) 21=-1774(F) 22=-1770(F) 23=-1770(F) 24=-1770(F) 25=-1770(F) 26=-1770(F) 27=-1770(F) 28=-1770(F) 29=-1770(F) 30=-2829(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090618 Truss D1 Truss Type Roof Special Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825654 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-IgSRVryByaOo1NLvCg5DnuOCx04ebh1ajiA8ncz53hi Scale = 1:19.7 1 2 3 4 6 51011 4x6 1.5x4 3x4 1.5x4 3x4 3-6-8 3-6-8 5-5-8 1-11-0 -1-3-10 1-3-10 3-6-8 3-6-8 3-10-15 0-4-7 5-5-8 1-6-9 0-4-72-8-42-11-122-4-120-3-82-8-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.22 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 24 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 5-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=71(LC 9) Max Uplift 2=-64(LC 10), 5=-78(LC 7) Max Grav 2=640(LC 28), 5=473(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/56 BOT CHORD 2-6=-66/311, 5-6=-70/294 WEBS 3-5=-547/98 NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 152 lb up at 3-9-6 on top chord, and 66 lb down and 18 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 5-7=-14 Concentrated Loads (lb) Vert: 3=-290 10=-66 11=-35 June 21,2021 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 J1090618 Truss D2 Truss Type Monopitch Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825655 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-IgSRVryByaOo1NLvCg5DnuO7f000bj9ajiA8ncz53hi Scale = 1:25.7 1 2 3 4 1.5x4 4x4 1.5x4 5-5-8 5-5-8 -1-3-10 1-3-10 5-5-8 5-5-8 0-4-74-0-23-8-100-3-84-0-28.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.62 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 0.00 (loc) 4-7 4-7 2 l/defl >751 >525 n/a L/d 360 240 n/a PLATES MT20 Weight: 20 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 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=101(LC 9) Max Uplift 2=-26(LC 10), 4=-35(LC 10) Max Grav 2=409(LC 17), 4=318(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss E Truss Type Roof Special Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825656 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-nt?pjBypjuWffXw6mOcSJ6xD5QPAK5DkyMwiJ2z53hh Scale = 1:18.7 1 2 3 4 6 5 10 11 12 13 14 15 4x6 1.5x4 4x4 1.5x4 4x4 2-6-10 2-6-10 7-5-8 4-10-14 -2-0-0 2-0-0 2-6-10 2-6-10 3-2-0 0-7-5 7-5-8 4-3-8 0-4-11-4-41-7-141-0-120-3-81-4-45.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [3:0-3-0,0-1-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.90 0.27 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 28 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=40(LC 9) Max Uplift 2=-83(LC 6), 5=-68(LC 7) Max Grav 2=710(LC 28), 5=485(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-725/82, 4-5=-276/57 BOT CHORD 2-6=-87/661, 5-6=-93/652 WEBS 3-5=-674/91 NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 99 lb up at 3-2-9, and 81 lb down and 22 lb up at 4-0-12, and 110 lb down and 51 lb up at 6-0-12 on top chord, and 11 lb down and 8 lb up at 2-0-12, and 9 lb down and 0 lb up at 4-0-12, and 23 lb down and 10 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 5-7=-14 Concentrated Loads (lb) Vert: 10=-102 11=-81 12=-49 13=1 14=0 15=-23 June 21,2021 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 J1090618 Truss E1 Truss Type Roof Special Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825657 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-jF7a8t_3FVnNur4UtpewPX0dqE0So3_0PgPoOwz53hf Scale = 1:19.9 1 2 3 4 6 5 10 11 4x6 1.5x4 3x6 1.5x4 3x4 5-9-1 5-9-1 7-5-8 1-8-7 -2-0-0 2-0-0 5-9-1 5-9-1 6-4-6 0-7-5 7-5-8 1-1-2 0-4-12-8-42-11-142-4-120-3-82-8-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.69 0.53 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.00 (loc) 6-9 6-9 5 l/defl >999 >854 n/a L/d 360 240 n/a PLATES MT20 Weight: 29 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, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=78(LC 9) Max Uplift 2=-59(LC 10), 5=-51(LC 10) Max Grav 2=700(LC 28), 5=434(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/19 BOT CHORD 2-6=-24/261 WEBS 3-5=-508/48 NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 90 lb up at 6-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 5-7=-14 Concentrated Loads (lb) Vert: 11=-141 June 21,2021 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 J1090618 Truss E2 Truss Type Monopitch Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825658 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-jF7a8t_3FVnNur4UtpewPX0hZE57o4v0PgPoOwz53hf Scale = 1:16.4 1 2 3 48 1.5x4 3x4 1.5x4 4-11-8 4-11-8 -2-0-0 2-0-0 4-11-8 4-11-8 0-4-12-4-132-1-50-3-82-4-135.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 17 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=68(LC 9) Max Uplift 2=-47(LC 10), 4=-19(LC 10) Max Grav 2=487(LC 17), 4=243(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss E3 Truss Type Jack-Open Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825659 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-BShyLD?h0pvEW_fgRW99xkZr5dSpXX9AeK8MwNz53he Scale = 1:13.3 1 2 3 8 9 4 4x4 4-11-8 4-11-8 -2-0-0 2-0-0 3-2-0 3-2-0 0-4-11-7-140-3-85.00 12 Plate Offsets (X,Y)-- [2:0-1-6,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.47 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 12 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=0-1-8, 2=0-3-8, 4=0-1-8 Max Horz 2=53(LC 30) Max Uplift 3=-36(LC 10), 2=-41(LC 6) Max Grav 3=185(LC 17), 2=452(LC 17), 4=65(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 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) 3, 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 22 lb up at 4-0-12 on top chord, and 11 lb down and 8 lb up at 2-0-12, and 10 lb down and 0 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 4-5=-14 Concentrated Loads (lb) Vert: 3=-81 8=1 9=0 June 21,2021 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 J1090618 Truss GRD Truss Type Flat Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825660 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-feFKZZ?Kn71588Dt?DhOUy51L1hPGyDJtzuvSpz53hd Scale = 1:36.012 4 3 5 2x4 2x4 4x4 4x4 MUS26 3-10-8 3-10-8 3-10-8 3-10-8 6-6-6LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.63 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 -0.00 (loc) 3-4 3-4 3 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 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-4-0, 3=Mechanical Max Horz 4=-149(LC 8) Max Uplift 4=-243(LC 6), 3=-243(LC 7) Max Grav 4=592(LC 1), 3=593(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 4=243, 3=243. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent at 1-11-4 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 3-4=-14 Concentrated Loads (lb) Vert: 5=-899(B) June 21,2021 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 J1090618 Truss J21 Truss Type Jack-Open Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825661 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-feFKZZ?Kn71588Dt?DhOUy54Z1qtG_PJtzuvSpz53hd Scale = 1:10.3 1 2 3 4 3x4 2-0-0 2-0-0 -1-3-10 1-3-10 1-1-8 1-1-8 0-4-71-1-70-3-88.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 6 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 1-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=37(LC 10) Max Uplift 2=-26(LC 10) Max Grav 2=260(LC 17), 4=31(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate 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. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825662 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-7qpimv0yYQ9ylIo3YxCd09eETR8_?ReT5ddT_Fz53hc Scale = 1:12.9 1 2 3 4 3x4 2-0-0 2-0-0 -1-3-10 1-3-10 1-10-15 1-10-15 0-4-71-7-120-3-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 7 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 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=49(LC 10) Max Uplift 2=-22(LC 10), 4=-12(LC 7) Max Grav 2=290(LC 17), 4=64(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss J23 Truss Type Jack-Open Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825663 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-7qpimv0yYQ9ylIo3YxCd09eF6RAx?ReT5ddT_Fz53hc Scale = 1:14.5 1 2 3 4 5 3x4 2-0-0 2-0-0 -1-3-10 1-3-10 2-0-0 2-0-0 2-4-8 0-4-8 0-4-71-11-70-5-31-6-41-11-78.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 8 8 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 8 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 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=60(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 4, 2, 5, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 2=299(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5, 3. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825664 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-b1N4zE1aJkHpNSNF6ejsZNBRYrVbkuucKHN0Xiz53hb Scale = 1:17.1 1 2 3 4 3x4 2-0-0 2-0-0 2-0-0 2-0-0 3-7-8 1-7-8 0-4-72-9-70-5-32-4-42-9-78.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.07 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 4-7 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 8 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 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 1=0-3-8. (lb) - Max Horz 1=62(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 3, 2 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss J42 Truss Type Jack-Open Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825665 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-3DxTBa2C42Pg?cySgME56ajaTFnETL8mZx6Z38z53ha Scale = 1:12.9 1 2 3 8 4 3x4 4-0-0 4-0-0 -1-3-10 1-3-10 1-10-15 1-10-15 0-4-71-7-120-3-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.25 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 4-7 4-7 2 l/defl >999 >941 n/a L/d 360 240 n/a PLATES MT20 Weight: 9 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 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=49(LC 10) Max Uplift 2=-29(LC 10), 4=-4(LC 7) Max Grav 2=353(LC 17), 4=80(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 24 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 4-5=-14 Concentrated Loads (lb) Vert: 8=-51 June 21,2021 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 J1090618 Truss J44 Truss Type Jack-Open Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825666 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-3DxTBa2C42Pg?cySgME56ajZwFp4TL8mZx6Z38z53ha Scale = 1:19.6 1 2 8 3 4 3x4 4-0-0 4-0-0 -1-3-10 1-3-10 3-10-15 3-10-15 0-4-72-11-120-3-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 12 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=0-1-8, 2=0-3-8, 4=0-1-8 Max Horz 2=87(LC 10) Max Uplift 3=-41(LC 10), 2=-14(LC 10) Max Grav 3=170(LC 17), 2=389(LC 17), 4=60(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss M01 Truss Type Monopitch Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825667 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-YPUrOw3qrLXXcmXeE3lKeoGmWeBgCoOvobs7baz53hZ Scale = 1:11.4 1 2 3 4 1.5x4 3x4 1.5x4 1-5-8 1-5-8 -1-3-10 1-3-10 1-5-8 1-5-8 0-4-71-4-21-0-100-3-81-4-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 6 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 1-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=33(LC 9) Max Uplift 2=-32(LC 10), 4=-23(LC 16) Max Grav 2=265(LC 17), 4=22(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 21,2021 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 J1090618 Truss R1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825668 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-0b2DcG3ScffOEv6qnnGZB?prz2RnxEe20Fbg70z53hY Scale = 1:25.5 1 2 9 3 4 54x4 2-8-7 2-8-7 -2-2-2 2-2-2 2-8-7 2-8-7 7-7-2 4-10-11 0-4-73-11-70-4-93-6-133-11-75.66 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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 5-8 5-8 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 16 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 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 2=0-4-9, 3=0-2-2. (lb) - Max Horz 2=116(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 4, 2, 5, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=379(LC 17), 3=338(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.3 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, 5, 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5, 3. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 52 lb up at 5-7-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-66, 5-6=-14 Concentrated Loads (lb) Vert: 3=-81 June 21,2021 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 J1090618 Truss R2 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825669 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-0b2DcG3ScffOEv6qnnGZB?ps32V_xEe20Fbg70z53hY Scale = 1:22.3 1 2 5 10 3 11 12 4 64x4 2-3-6 2-3-6 -2-6-5 2-6-5 2-3-6 2-3-6 8-8-10 6-5-4 0-3-123-4-120-4-112-8-13-4-124.24 12 Plate Offsets (X,Y)-- [2:0-2-10,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 9 9 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 17 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-2-13 except (jt=length) 2=0-6-9, 6=0-1-8. (lb) - Max Horz 2=111(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 6 except 2=375(LC 17), 3=349(LC 17), 4=325(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.8 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 3, 4. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 3, 4. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 22 lb up at 4-8-9, and 54 lb down and 26 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66, 6-7=-14 Concentrated Loads (lb) Vert: 11=-81 12=-28 June 21,2021 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 J1090618 Truss R3 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13825670 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 18 11:06:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:ohL5sP81UgoyLAGx_Y9P?Wzch1Q-Uocbpc44MznEs3h1LUnojDL1BSqtghuCFvLDgTz53hX Scale = 1:16.8 1 2 8 9 10 3 4 4x4 2-3-6 2-3-6 -2-6-5 2-6-5 2-3-6 2-3-6 5-9-4 3-5-14 0-3-122-4-40-4-42-0-02-4-44.24 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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 7 4-7 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 13 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 2-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=0-1-8, 2=0-6-9, 4=0-1-8 Max Horz 2=84(LC 6) Max Uplift 3=-54(LC 10), 2=-105(LC 6), 4=-36(LC 16) Max Grav 3=173(LC 17), 2=448(LC 17), 4=93(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.8 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=105. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 154 lb up at 3-10-3, and 81 lb down and 22 lb up at 4-8-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 4-5=-14 Concentrated Loads (lb) Vert: 9=94 10=-81 June 21,2021 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