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2021.0009 16404 Truss EngineeringTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1078277 The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Arrow Lumber-Orting Terry Powell December 22,2020 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 I13583997I13583988 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 J1078277 Truss A1 Truss Type GABLE Qty 2 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583988 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:42 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-y?c?WDIoUrhEnz1a_EwfxV2fUYTJ_NR7_Aeaeoy6dhJ Scale = 1:54.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x4 3x4 3x6 3x4 1-4-0 1-4-0 30-0-0 30-0-0 -2-0-0 2-0-0 15-0-0 15-0-0 30-0-0 15-0-0 32-0-0 2-0-0 0-4-16-7-10-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 23 23 22 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 30-0-0. (lb) - Max Horz 2=85(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 22, 30, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 30, 29, 28, 27, 26, 25, 24 except 2=292(LC 17), 22=292(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 22, 30, 29, 28, 27, 26, 25, 24. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss A2 Truss Type ROOF SPECIAL Qty 6 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583989 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:43 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-QBANkZIRF9p5P7cmYxRuUjblRyhmjcUGDqN8AEy6dhI Scale = 1:55.4 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 4x4 3x4 3x4 12x12 3x10 1.5x4 3x4 6x10 3x4 1.5x4 5x8 12-10-4 7-9-14 7-9-14 8-10-12 1-0-14 15-0-0 6-1-4 17-1-12 2-1-12 22-2-13 5-1-1 30-0-0 7-9-3 -2-0-0 2-0-0 7-9-14 7-9-14 15-0-0 7-2-2 17-1-12 2-1-12 22-2-13 5-1-1 30-0-0 7-9-3 32-0-0 2-0-0 0-4-16-7-10-4-12-7-05.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [7:0-4-12,Edge], [10:0-6-0,0-3-9], [12:0-1-8,0-1-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.64 0.64 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.60 0.32 (loc) 9-10 9-10 7 l/defl >973 >602 n/a L/d 360 240 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* 5-11: 2x4 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 4-10,4-12: 2x4 HF No.2, 3-12: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)2=0-5-8, 7=0-5-8 Max Horz 2=85(LC 10) Max Uplift 2=-121(LC 10), 7=-121(LC 11) Max Grav 2=1332(LC 1), 7=1332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2458/174, 3-4=-1662/129, 4-5=-3209/151, 5-6=-3396/144, 6-7=-4371/239 BOT CHORD 2-13=-167/2197, 12-13=-167/2197, 5-10=-275/72, 9-10=-148/4035, 7-9=-150/4037 WEBS 3-13=0/272, 10-12=-31/2219, 4-10=-36/3210, 6-10=-940/187, 4-12=-1340/14, 3-12=-926/157 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) 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) except (jt=lb) 2=121, 7=121. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss A3 Truss Type HOWE Qty 5 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583990 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:44 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-uOkmxvJ30Txy0GBy6fy70w7qvM18S69QSU7hjhy6dhH Scale = 1:54.5 1 2 3 4 5 6 7 11 10 9 8 18 19 4x5 3x6 4x6 1.5x4 3x4 3x8 1.5x4 3x4 4x5 7-9-14 7-9-14 15-0-0 7-2-2 22-2-2 7-2-2 30-0-0 7-9-14 -2-0-0 2-0-0 7-9-14 7-9-14 15-0-0 7-2-2 22-2-2 7-2-2 30-0-0 7-9-14 32-0-0 2-0-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.97 0.70 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.29 0.11 (loc) 10 11-14 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 3-10,5-10: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. 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=85(LC 10) Max Uplift 2=-121(LC 10), 6=-121(LC 11) Max Grav 2=1332(LC 1), 6=1332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2457/175, 3-4=-1663/129, 4-5=-1663/129, 5-6=-2457/175 BOT CHORD 2-11=-168/2195, 10-11=-168/2195, 8-10=-84/2195, 6-8=-84/2195 WEBS 3-11=0/269, 4-10=-7/782, 5-8=0/269, 3-10=-935/160, 5-10=-935/161 NOTES-(8) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=121, 6=121. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss B1 Truss Type GABLE Qty 1 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583991 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:45 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-MaI89FKhnm3oeQl9gMTMZ8gAklV0BltZg7sEF7y6dhG Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 4x4 3x4 3x6 3x4 22-0-0 22-0-0 -2-0-0 2-0-0 11-0-0 11-0-0 22-0-0 11-0-0 24-0-0 2-0-0 0-4-14-11-10-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-0-0. (lb) - Max Horz 2=-65(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 16, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18 except 2=291(LC 1), 16=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 16, 22, 21, 20, 19, 18. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss B2 Truss Type Common Qty 5 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583992 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:46 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-qmsWMbLJY4BfGaKLD3_b5LDIy9nXw9cjvnconZy6dhF Scale = 1:41.7 1 2 3 4 5 6 7 10 9 8 17 18 4x4 3x6 3x4 4x5 1.5x4 3x4 1.5x4 4x4 7-6-10 7-6-10 14-5-6 6-10-13 22-0-0 7-6-10 -2-0-0 2-0-0 5-9-14 5-9-14 11-0-0 5-2-2 16-2-2 5-2-2 22-0-0 5-9-14 24-0-0 2-0-0 0-4-14-11-10-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.43 0.45 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.05 (loc) 8-10 8-16 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 78 lb FT = 20% 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 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-65(LC 11) Max Uplift 2=-97(LC 10), 6=-97(LC 11) Max Grav 2=1012(LC 1), 6=1012(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1730/131, 3-4=-1512/121, 4-5=-1512/121, 5-6=-1730/131 BOT CHORD 2-10=-121/1546, 8-10=-20/1032, 6-8=-57/1546 WEBS 4-8=-48/554, 5-8=-427/122, 4-10=-48/554, 3-10=-427/121 NOTES-(8) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss C1 Truss Type GABLE Qty 1 Ply 1 Arrow Lumber-Orting Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Dec 22 09:16:56 2020 Page 1 Truss Co, Sumner, WA ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-QMcGiLciEuCC5ZHkBxhmb2V3MRqQ9kmZMe3ZuXy6Qrr Scale = 1:53.1 1-4 4-8 2-10 3-12 3-11 4-11 6-11 4-5 6-9 5-17 17-18 12-18 3-4 16-19 15-20 14-21 13-22 23-24 25-26 25-27 18-28 29-30 31-32 33-34 7-10 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 35 36 37 38 6x8 MT18HS 3x6 3x6 3x6 3x6 4x4 3x6 4x4 4x10 3x8 3x4 3x10 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 4x4 11-0-0 7-2-12 7-2-12 14-6-0 7-3-4 21-9-4 7-3-4 29-0-0 7-2-12 -2-0-0 2-0-0 7-2-12 7-2-12 14-6-0 7-3-4 21-9-4 7-3-4 29-0-0 7-2-12 31-0-0 2-0-0 0-4-16-4-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [3:0-2-12,0-2-0], [5:0-2-12,0-1-8], [11:0-2-8,0-1-8], [12:0-2-0,0-1-8], [17:0-1-13,0-1-0], [18:0-2-0,0-1-0], [25:0-1-13,0-0-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.45 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.03 (loc) 7-9 7-9 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 164 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 3-11,6-11: 2x4 HF No.2, 5-17,17-18,12-18: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-11,7-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-5-8 except (jt=length) 7=0-3-8. (lb) - Max Horz 2=80(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 16, 15 except 13=-300(LC 5), 7=-118(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 15, 14 except 12=1401(LC 1), 12=1401(LC 1), 7=1003(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-35=-30/268, 35-36=-16/285, 3-36=-5/383, 3-37=-765/100, 4-37=-670/122, 4-5=-682/108, 5-38=-706/96, 6-38=-821/85, 6-7=-1638/159 BOT CHORD 2-16=-264/69, 15-16=-264/69, 14-15=-264/69, 13-14=-264/69, 12-13=-264/69, 10-11=-74/1429, 9-10=-74/1429, 7-9=-74/1429 WEBS 3-12=-1206/143, 3-11=-0/840, 6-11=-843/143, 6-9=0/261 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 16, 15 except (jt=lb) 13=300, 7=118. 12) This truss is designed in accordance with the 2015 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. LOAD CASE(S) Standard December 22,2020 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 J1078277 Truss C2 Truss Type COMMON Qty 3 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583994 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:49 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-FLXf_cNBq?ZE723wvCYIj_riVNnr7NT9blqSOuy6dhC Scale = 1:52.9 1 2 3 4 5 6 7 11 10 9 8 18 19 4x6 4x4 3x6 1.5x4 4x4 3x10 4x4 4x4 1.5x4 7-2-12 7-2-12 14-6-0 7-3-4 21-9-4 7-3-4 29-0-0 7-2-12 -2-0-0 2-0-0 7-2-12 7-2-12 14-6-0 7-3-4 21-9-4 7-3-4 29-0-0 7-2-12 31-0-0 2-0-0 0-4-16-4-90-4-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.86 0.47 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.03 (loc) 8-17 8-17 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 3-10,5-10: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 11=0-5-8, 6=0-3-8 Max Horz 2=82(LC 10) Max Uplift 2=-54(LC 6), 11=-87(LC 10), 6=-114(LC 11) Max Grav 2=300(LC 17), 11=1373(LC 1), 6=983(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19/410, 3-4=-729/113, 4-5=-763/97, 5-6=-1630/161 BOT CHORD 2-11=-335/88, 10-11=-335/88, 8-10=-76/1446, 6-8=-76/1446 WEBS 3-11=-1236/142, 3-10=-19/998, 5-10=-933/159, 5-8=0/260 NOTES-(8) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 6=114. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss C3 Truss Type GABLE Qty 1 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583995 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:49 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-FLXf_cNBq?ZE723wvCYIj_riaNqM7WH9blqSOuy6dhC Scale = 1:52.9 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 28 29 4x6 3x4 3x6 3x4 3x8 3x4 4x4 7-2-12 7-2-12 14-6-0 7-3-4 21-9-4 7-3-4 29-0-0 7-2-12 -2-0-0 2-0-0 7-2-12 7-2-12 14-6-0 7-3-4 21-9-4 7-3-4 29-0-0 7-2-12 31-0-0 2-0-0 0-4-16-4-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-0,0-2-4], [6:0-2-2,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.85 0.31 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.00 (loc) 16-24 16-24 25 l/defl >999 >805 n/a L/d 360 240 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 3-15,5-15: 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-5-8 except (jt=length) 2=0-5-8, 16=0-5-8. (lb) - Max Horz 2=82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 6, 8, 9 except 12=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 2=414(LC 1), 16=945(LC 17), 6=334(LC 18), 12=712(LC 18), 13=299(LC 5), 6=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-493/93, 4-5=-492/77 WEBS 3-16=-818/148, 3-15=0/309, 5-15=0/327, 5-12=-818/131 NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 6, 8, 9, 6 except (jt=lb) 12=183. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss M1 Truss Type GABLE Qty 1 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583996 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:50 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-jY51CyOqbJh5lBe6Sv3XGBN0VmEds0sIqPa?wKy6dhB Scale = 1:11.8 1 2 3 4 5 9 3x4 3x4 3x4 5x6 3x4 3-10-0 3-10-0 -2-0-0 2-0-0 3-10-0 3-10-0 3-11-8 0-1-8 0-3-151-6-101-7-124.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-0-0], [3:0-4-4,0-3-7], [3:0-1-13,0-2-12], [5:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 3 3 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 3-4: 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=Mechanical Max Horz 2=46(LC 9) Max Uplift 2=-96(LC 6), 5=-14(LC 10) Max Grav 2=310(LC 17), 5=130(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 1-4-0 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 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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 J1078277 Truss M2 Truss Type Monopitch Qty 12 Ply 1 Arrow Lumber-Orting Job Reference (optional) I13583997 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 21 20:40:51 2020 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:JCQE3VEJ_sEqdgdCK3szyIy6eOs-BkfPPIOSMcpyMLDJ0damoPwBFAZLbT5S33JZSny6dhA Scale: 1"=1' 1 2 3 4 8 3x4 3x4 3x4 3-10-0 3-10-0 -2-0-0 2-0-0 3-10-0 3-10-0 3-11-8 0-1-8 0-3-151-6-101-7-121-4-40-3-81-7-124.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [4:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 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=49(LC 9) Max Uplift 2=-86(LC 6), 4=-13(LC 10) Max Grav 2=325(LC 17), 4=133(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. December 22,2020 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