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1600 A ROOF DESIGNSTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1093205 The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: MFour Contractors LLC Terry Powell June 23,2021 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 I13832516I13832508 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 J1093205 Truss A1 Truss Type GABLE Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832508 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-nOozioYmzfH7MK8sr_eyE4z6v9jL?2LyCAkUVwz3Oxg Scale = 1:77.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 87 88 89 90 5x6 2x4 4x12 5x8 4x4 4x4 4x4 4x4 4x4 10x10 4x4 4x4 4x4 4x4 4x4 10x10 5x8 4x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 9-5-14 9-5-14 18-1-15 8-8-2 26-10-1 8-8-2 35-6-2 8-8-2 45-0-0 9-5-14 -1-6-0 1-6-0 8-0-8 8-0-8 15-3-4 7-2-12 22-6-0 7-2-12 29-8-12 7-2-12 36-11-8 7-2-12 45-0-0 8-0-8 46-6-0 1-6-0 0-3-157-9-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-5], [3:0-4-12,Edge], [4:0-1-8,0-2-0], [5:0-2-0,0-0-0], [6:0-1-8,0-2-0], [7:0-4-12,Edge], [8:0-6-0,0-2-5], [10:0-1-12,0-2-0], [12:0-1-8,0-1-12], [13:0-1-8,0-1-12], [15:0-1-12,0-2-0], [47:5-6-12,0-2-0], [82:5-6-12,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.89 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.77 0.23 (loc) 12-13 12-13 8 l/defl >999 >697 n/a L/d 360 240 n/a PLATES MT20 Weight: 354 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS *Except* 1-3,7-9: 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 6-12,7-10,4-13,3-15: 2x4 HF Stud OTHERS 2x4 HF Stud SLIDER Left 2x4 DF No.1&Btr 7-6-7, Right 2x4 DF No.1&Btr 7-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=-90(LC 11) Max Uplift 2=-177(LC 6), 8=-177(LC 7) Max Grav 2=1969(LC 2), 8=1969(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5054/344, 3-4=-4853/342, 4-5=-3649/264, 5-6=-3649/264, 6-7=-4853/343, 7-8=-5054/345 BOT CHORD 2-15=-337/4761, 13-15=-216/3775, 12-13=-84/2846, 10-12=-144/3775, 8-10=-265/4761 WEBS 5-12=-92/1221, 6-12=-974/175, 6-10=-77/1009, 7-10=-543/143, 5-13=-92/1221, 4-13=-974/175, 4-15=-76/1009, 3-15=-543/142 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=1.60 plate grip DOL=1.60 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) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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 23.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 8. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss A2 Truss Type Common Qty 5 Ply 1 MFour Contractors LLC Job Reference (optional) I13832509 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:12 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-FbMMv8ZOkzQ_zUj2OiABmIVAXY2YkVC6RqU21Nz3Oxf Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x6 5x6 3x6 4x8 3x8 MT18HS 4x4 4x4 4x4 1.5x4 4x4 4x4 4x4 1.5x4 3x8 MT18HS 4x8 9-5-14 9-5-14 18-1-15 8-8-2 26-10-1 8-8-2 35-6-2 8-8-2 45-0-0 9-5-14 -1-6-0 1-6-0 8-0-8 8-0-8 15-3-4 7-2-12 22-6-0 7-2-12 29-8-12 7-2-12 36-11-8 7-2-12 45-0-0 8-0-8 46-6-0 1-6-0 0-3-157-9-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [5:0-1-12,0-2-0], [7:0-1-12,0-2-0], [10:0-1-2,Edge], [14:0-1-8,0-1-12], [15:0-1-8,0-1-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.95 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.59 -0.87 0.22 (loc) 14-15 14-15 10 l/defl >913 >612 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 7-14,9-12,5-15,3-17: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-91(LC 11) Max Uplift 2=-177(LC 6), 10=-177(LC 7) Max Grav 2=1970(LC 2), 10=1970(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4861/334, 3-5=-4673/331, 5-6=-3602/263, 6-7=-3602/263, 7-9=-4673/332, 9-10=-4861/335 BOT CHORD 2-17=-324/4550, 15-17=-211/3718, 14-15=-81/2814, 12-14=-139/3718, 10-12=-252/4550 WEBS 6-14=-92/1205, 7-14=-962/175, 7-12=-69/876, 9-12=-440/138, 6-15=-92/1205, 5-15=-962/175, 5-17=-68/876, 3-17=-440/137 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=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss A2SL Truss Type Common Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832510 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:13 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-jnwk6Ua0VHYrbeIFyPhQJV2LHyNnTySFfUDbZpz3Oxe Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x6 5x6 3x6 4x8 3x8 MT18HS 4x4 4x4 4x4 1.5x4 4x4 4x4 4x4 1.5x4 3x8 MT18HS 4x8 9-5-14 9-5-14 18-1-15 8-8-2 26-10-1 8-8-2 35-6-2 8-8-2 45-0-0 9-5-14 -1-6-0 1-6-0 8-0-8 8-0-8 15-3-4 7-2-12 22-6-0 7-2-12 29-8-12 7-2-12 36-11-8 7-2-12 45-0-0 8-0-8 46-6-0 1-6-0 0-3-157-9-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [5:0-1-12,0-2-0], [7:0-1-12,0-2-0], [10:0-1-2,Edge], [14:0-1-8,0-1-12], [15:0-1-8,0-1-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.95 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.59 -0.87 0.22 (loc) 14-15 14-15 10 l/defl >913 >612 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 7-14,9-12,5-15,3-17: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-91(LC 11) Max Uplift 2=-177(LC 6), 10=-177(LC 7) Max Grav 2=1970(LC 2), 10=1970(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4861/334, 3-5=-4673/331, 5-6=-3602/263, 6-7=-3602/263, 7-9=-4673/332, 9-10=-4861/335 BOT CHORD 2-17=-324/4550, 15-17=-211/3718, 14-15=-81/2814, 12-14=-139/3718, 10-12=-252/4550 WEBS 6-14=-92/1205, 7-14=-962/175, 7-12=-69/876, 9-12=-440/138, 6-15=-92/1205, 5-15=-962/175, 5-17=-68/876, 3-17=-440/137 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=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss A2SR Truss Type Common Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832511 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:14 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-BzU6KpbeGagiDotRW7CfsjbW1Mj0CPiOu8z86Fz3Oxd Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x6 5x6 3x6 4x8 3x8 MT18HS 4x4 4x4 4x4 1.5x4 4x4 4x4 4x4 1.5x4 3x8 MT18HS 4x8 9-5-14 9-5-14 18-1-15 8-8-2 26-10-1 8-8-2 35-6-2 8-8-2 45-0-0 9-5-14 -1-6-0 1-6-0 8-0-8 8-0-8 15-3-4 7-2-12 22-6-0 7-2-12 29-8-12 7-2-12 36-11-8 7-2-12 45-0-0 8-0-8 46-6-0 1-6-0 0-3-157-9-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [5:0-1-12,0-2-0], [7:0-1-12,0-2-0], [10:0-1-2,Edge], [14:0-1-8,0-1-12], [15:0-1-8,0-1-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.95 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.59 -0.87 0.22 (loc) 14-15 14-15 10 l/defl >913 >612 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 7-14,9-12,5-15,3-17: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-91(LC 11) Max Uplift 2=-177(LC 6), 10=-177(LC 7) Max Grav 2=1970(LC 2), 10=1970(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4861/334, 3-5=-4673/331, 5-6=-3602/263, 6-7=-3602/263, 7-9=-4673/332, 9-10=-4861/335 BOT CHORD 2-17=-324/4550, 15-17=-211/3718, 14-15=-81/2814, 12-14=-139/3718, 10-12=-252/4550 WEBS 6-14=-92/1205, 7-14=-962/175, 7-12=-69/876, 9-12=-440/138, 6-15=-92/1205, 5-15=-962/175, 5-17=-68/876, 3-17=-440/137 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=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss A3 Truss Type Common Qty 5 Ply 1 MFour Contractors LLC Job Reference (optional) I13832512 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:15 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-fA1UX9bG1uoYqxSd4qjuOw7fYm3cxonY7oiieiz3Oxc Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 24 25 26 27 3x6 6x8 3x6 4x8 3x8 MT18HS 4x8 3x4 5x8 3x4 3x4 5x10 WB 4x8 6x10 9-5-14 9-5-14 18-1-15 8-8-2 22-6-0 4-4-1 24-1-12 1-7-12 27-1-12 3-0-0 30-0-0 2-10-4 35-6-2 5-6-2 45-0-0 9-5-14 -1-6-0 1-6-0 8-0-8 8-0-8 15-3-4 7-2-12 22-6-0 7-2-12 24-1-12 1-7-12 30-0-0 5-10-4 36-11-8 6-11-8 45-0-0 8-0-8 46-6-0 1-6-0 0-3-157-9-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [5:0-1-8,0-1-8], [8:0-1-14,0-1-12], [11:0-1-6,Edge], [13:0-1-12,0-1-8], [17:0-4-0,0-1-8], [19:0-1-8,0-1-8], [24:0-3-8,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.93 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -0.94 0.23 (loc) 14-16 14-16 11 l/defl >923 >570 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 6-17,5-19,17-24: 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-24, 17-24 REACTIONS. (size)2=0-5-8, 11=0-5-8 Max Horz 2=-91(LC 15) Max Uplift 2=-185(LC 6), 11=-189(LC 7) Max Grav 2=1975(LC 1), 11=2017(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4887/358, 3-5=-4638/355, 5-6=-3575/287, 6-7=-1751/186, 7-8=-1779/179, 8-10=-4759/373, 10-11=-5011/377 BOT CHORD 2-19=-347/4543, 17-19=-237/3724, 16-17=-165/3852, 14-16=-166/3871, 13-14=-166/3871, 11-13=-292/4662 WEBS 16-24=0/304, 7-24=-568/99, 8-13=-87/773, 10-13=-454/139, 6-17=-255/2746, 5-17=-957/173, 5-19=-65/806, 3-19=-436/138, 8-24=-2863/371, 17-24=-2886/358, 6-24=-1286/198 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=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2 and 189 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 10 lb up at 26-1-12, and 100 lb down and 10 lb up at 28-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66, 6-12=-66, 2-11=-14 Concentrated Loads (lb) Vert: 26=-100(F) 27=-100(F) June 23,2021 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 J1093205 Truss A4 Truss Type GABLE Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832513 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:19 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-YxH?NXen47I_JZlPJgoqZmIUuNRDtgK72QgvnTz3OxY Scale = 1:77.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 87 88 89 90 5x6 2x4 4x12 5x8 4x4 4x4 4x4 4x4 4x4 10x10 4x4 4x4 4x4 4x4 4x4 10x10 5x8 4x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 9-5-14 9-5-14 18-1-15 8-8-2 26-10-1 8-8-2 35-6-2 8-8-2 45-0-0 9-5-14 -1-6-0 1-6-0 8-0-8 8-0-8 15-3-4 7-2-12 22-6-0 7-2-12 29-8-12 7-2-12 36-11-8 7-2-12 45-0-0 8-0-8 46-6-0 1-6-0 0-3-157-9-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-5], [3:0-4-12,Edge], [4:0-1-8,0-2-0], [5:0-2-0,0-0-0], [6:0-1-8,0-2-0], [7:0-4-12,Edge], [8:0-6-0,0-2-5], [10:0-1-12,0-2-0], [12:0-1-8,0-1-12], [13:0-1-8,0-1-12], [15:0-1-12,0-2-0], [47:5-6-12,0-2-0], [82:5-6-12,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.89 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.77 0.23 (loc) 12-13 12-13 8 l/defl >999 >697 n/a L/d 360 240 n/a PLATES MT20 Weight: 354 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS *Except* 1-3,7-9: 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 6-12,7-10,4-13,3-15: 2x4 HF Stud OTHERS 2x4 HF Stud SLIDER Left 2x4 DF No.1&Btr 7-6-7, Right 2x4 DF No.1&Btr 7-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=-90(LC 11) Max Uplift 2=-177(LC 6), 8=-177(LC 7) Max Grav 2=1969(LC 2), 8=1969(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5054/344, 3-4=-4853/342, 4-5=-3649/264, 5-6=-3649/264, 6-7=-4853/343, 7-8=-5054/345 BOT CHORD 2-15=-337/4761, 13-15=-216/3775, 12-13=-84/2846, 10-12=-144/3775, 8-10=-265/4761 WEBS 5-12=-92/1221, 6-12=-974/175, 6-10=-77/1009, 7-10=-543/143, 5-13=-92/1221, 4-13=-974/175, 4-15=-76/1009, 3-15=-543/142 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=1.60 plate grip DOL=1.60 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) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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 23.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 8. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss C1 Truss Type MONOPITCH Qty 10 Ply 1 MFour Contractors LLC Job Reference (optional) I13832514 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:20 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-07rNatfPrQQrxjKbsNJ35_rd9n_9cGvHG4QTJvz3OxX Scale = 1:15.5 1 2 3 5 4 6 7 3x4 3x4 3x4 5x10 1-11-8 1-11-8 -1-6-0 1-6-0 1-11-8 1-11-8 1-6-00-9-02-5-120-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-5-8 Max Horz 7=61(LC 9) Max Uplift 4=-15(LC 16), 7=-29(LC 10) Max Grav 4=31(LC 17), 7=308(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-267/14 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=1.60 plate grip DOL=1.60 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 23.0psf 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 29 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss CGC Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832515 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:21 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-UJPloDg1ckYiYsvnQ5qIeBNhIBKJLjFQVj90rLz3OxW Scale = 1:15.2 1 2 3 5 4 6 7 3x4 6x16 MT18HS 1.5x4 3x4 2-7-12 2-7-12 -2-1-7 2-1-7 2-7-12 2-7-12 1-6-00-9-02-5-40-10-84.24 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 18 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x12 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-10-7 Max Horz 7=45(LC 6) Max Uplift 4=-70(LC 16), 7=-109(LC 6) Max Grav 4=23(LC 5), 7=508(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-325/38 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=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 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 70 lb uplift at joint 4 and 109 lb uplift at joint 7. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205 Truss D1 Truss Type GABLE Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832516 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:34:22 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-yWy8?ZhfN2gZA0Uz_oLXAPw_6afq4AoakNvaOoz3OxV Scale = 1:25.8 1 2 3 4 5 6 9 8 7 18 19 20 21 22 5x10 4x8 3x4 3x4 3x4 3x4 3x8 4x8 3x4 3x4 3x6 4-7-0 4-7-0 9-2-0 4-7-0 4-7-0 4-7-0 9-2-0 4-7-0 10-8-0 1-6-0 1-6-03-9-80-10-81-6-00-7-40-9-06.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-12], [3:0-4-0,0-1-0], [4:0-1-12,0-1-8], [5:0-6-4,0-0-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7-8 7-8 21 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud *Except* 1-18: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-8, 21=0-3-8 Max Horz 20=-44(LC 8) Max Uplift 20=-16(LC 10), 21=-43(LC 11) Max Grav 20=389(LC 17), 21=562(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-359/31, 3-5=-355/26 WEBS 1-20=-480/28, 5-21=-588/45 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=1.60 plate grip DOL=1.60 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) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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 23.0psf 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) Bearing at joint(s) 20, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 20 and 43 lb uplift at joint 21. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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