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2021.0030.SF0005 truss engineering (1)250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). January 14,2021 Zhao, Xiaoming Pages or sheets covered by this seal: K8879626 thru K8879644 My license renewal date for the state of Washington is September 28, 2021. 2587364 Yelm Creek Estates/ 1876-2 plan IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A01 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879626 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:18 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-U8mppzeEwMvhW1MNMqnWrY_hy04Ozn5jqWeBsVzvQ2F Scale = 1:59.6 1 2 3 4 5 6 7 9 12 14 15 18 20 22 23 8 10 11 13 16 17 19 21 24 28 27 26 25 3x6 4x4 3x8 3x6 3x4 3x8 5x8 5x8 10x10 3x4 6x10 3x4 3x4 8-0-14 8-0-14 8-9-14 0-9-0 15-11-4 7-1-6 17-0-0 1-0-12 22-11-2 5-11-2 25-2-2 2-3-0 30-10-0 5-7-14 33-6-8 2-8-8 -1-6-0 1-6-0 5-7-3 5-7-3 10-6-10 4-11-6 15-6-0 4-11-6 17-0-0 1-6-0 20-5-6 3-5-6 25-4-13 4-11-6 33-6-8 8-1-11 0-4-17-5-10-6-55.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [6:0-3-14,Edge], [11:0-5-0,0-3-0], [23:0-0-0,0-1-0], [23:0-2-9,Edge], [24:0-4-15,0-2-9] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.48 0.70 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.34 0.13 (loc) 26-28 26-28 23 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 6-24: 2x6 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. JOINTS 1 Brace at Jt(s): 11, 17, 10, 13, 21 REACTIONS.All bearings 3-0-0 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=99(LC 32) Max Uplift All uplift 100 lb or less at joint(s) except 2=-477(LC 10), 24=-473(LC 11) Max Grav All reactions 250 lb or less at joint(s) 23 except 2=1505(LC 1), 24=1452(LC 1), 24=1452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2996/1114, 3-4=-2792/1106, 4-6=-2222/1116, 6-7=-510/258, 7-9=-545/255, 9-12=-551/231, 12-14=-549/208, 14-15=-558/187, 15-18=-554/161, 18-20=-540/135, 20-22=-590/121, 22-23=-487/82, 6-8=-1842/1023, 8-10=-1757/976, 10-11=-1788/982, 11-13=-2154/885, 13-16=-2182/893, 16-17=-2221/910, 17-19=-2303/944, 19-21=-2350/961, 21-24=-2345/966 BOT CHORD 2-28=-1058/2746, 26-28=-1021/2441, 25-26=-927/2365, 24-25=-929/2614, 23-24=-62/428 WEBS 11-26=-684/146, 11-25=-23/364, 17-25=-317/136, 4-26=-700/115, 4-28=-12/414, 3-28=-312/132, 6-26=-766/1330, 22-24=-316/97 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 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 477 lb uplift at joint 2 and 473 lb uplift at joint 24. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A01 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879626 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:18 2021 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-U8mppzeEwMvhW1MNMqnWrY_hy04Ozn5jqWeBsVzvQ2F NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 213 lb up at 15-11-4, and 618 lb down and 626 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-70, 6-7=-70, 7-23=-70, 2-23=-16 Concentrated Loads (lb) Vert: 26=-89(F=-28, B=-61) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A02 Truss Type COMMON Qty 9 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879627 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:19 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-yKKB1Jftgg1Y8BxZwXIlOlXoLQPDiCNt3ANlPxzvQ2E Scale = 1:57.1 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 3x6 4x4 3x6 3x8 3x6 1.5x4 3x4 3x8 3x4 3x4 1.5x4 3x4 5x8 5-0-0 8-6-2 8-6-2 16-0-0 7-5-14 17-0-0 1-0-0 18-7-12 1-7-12 25-5-14 6-10-2 28-10-7 3-4-9 33-6-8 4-8-1 -1-6-0 1-6-0 5-1-9 5-1-9 8-6-2 3-4-9 12-1-5 3-7-3 16-0-0 3-10-11 17-0-0 1-0-0 18-7-12 1-7-12 21-10-11 3-2-15 28-10-7 6-11-12 33-6-8 4-8-1 0-4-17-5-10-6-55.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.75 0.73 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.42 0.14 (loc) 13-14 13-14 10 l/defl >999 >943 n/a L/d 360 240 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=99(LC 10) Max Uplift 2=-64(LC 10), 10=-41(LC 11) Max Grav 2=1551(LC 1), 10=1424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3101/121, 3-5=-2715/73, 5-6=-1899/72, 6-7=-1899/73, 7-9=-2656/75, 9-10=-2968/121 BOT CHORD 2-14=-157/2787, 13-14=-49/2170, 11-13=0/2147, 10-11=-73/2651 WEBS 9-11=-333/136, 5-13=-823/129, 5-14=0/461, 3-14=-427/137, 7-11=0/415, 6-13=-12/1141, 7-13=-816/130 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 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 64 lb uplift at joint 2 and 41 lb uplift at joint 10. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A03 Truss Type Common Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879628 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:20 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-QWtaEegVR_9OmLWlUFp_wz3ySpk2RfA0Ip7IxNzvQ2D Scale = 1:57.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 3x6 4x4 3x6 3x8 5x8 WB 1.5x4 3x4 3x8 3x4 3x4 3x4 1.5x4 3x8 8-6-2 8-6-2 17-0-0 8-5-14 25-5-14 8-5-14 28-10-7 3-4-9 34-0-0 5-1-9 -1-6-0 1-6-0 5-1-9 5-1-9 12-1-5 6-11-12 17-0-0 4-10-11 21-10-11 4-10-11 28-10-7 6-11-12 34-0-0 5-1-9 0-4-17-5-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-4-2,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.80 0.82 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 -0.63 0.15 (loc) 13-14 13-14 10 l/defl >674 >634 n/a L/d 360 240 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-0-2 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=99(LC 32) Max Uplift 2=-418(LC 10), 10=-355(LC 11) Max Grav 2=1609(LC 1), 10=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3247/1012, 3-5=-2864/989, 5-6=-2122/913, 6-7=-2121/912, 7-9=-2866/835, 9-10=-3249/876 BOT CHORD 2-14=-967/2919, 13-14=-854/2350, 11-13=-710/2302, 10-11=-764/2940 WEBS 9-11=-444/158, 5-13=-832/172, 7-13=-852/177, 5-14=-54/463, 3-14=-421/180, 7-11=-65/465, 6-13=-657/1398 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 2 and 355 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 398 lb down and 313 lb up at 15-11-4, and 268 lb down and 362 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-70, 6-10=-70, 2-10=-16 Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A03 Truss Type Common Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879628 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:20 2021 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-QWtaEegVR_9OmLWlUFp_wz3ySpk2RfA0Ip7IxNzvQ2D LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=-81(F=-42, B=-39) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A04 Truss Type Common Qty 4 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879629 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:21 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-ujRyS_h7CHHFNV5y1yKDTAc7?D5FA6MAWTsrTqzvQ2C Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 18 3x6 4x4 3x6 4x6 3x8 1.5x4 3x4 3x8 3x4 3x4 3x4 1.5x4 3x8 8-6-2 8-6-2 17-0-0 8-5-14 25-5-14 8-5-14 28-10-7 3-4-9 34-0-0 5-1-9 -1-6-0 1-6-0 5-1-9 5-1-9 12-1-5 6-11-12 17-0-0 4-10-11 21-10-11 4-10-11 28-10-7 6-11-12 34-0-0 5-1-9 35-6-0 1-6-0 0-4-17-5-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-4-2,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.81 0.76 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.52 0.16 (loc) 14-15 14-15 10 l/defl >889 >767 n/a L/d 360 240 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. REACTIONS. (size)10=0-5-8, 2=0-5-8 Max Horz 2=-92(LC 29) Max Uplift 10=-280(LC 11), 2=-309(LC 10) Max Grav 10=1620(LC 1), 2=1627(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3292/738, 3-5=-2911/707, 5-6=-2082/654, 6-7=-2082/653, 7-9=-2882/596, 9-10=-3266/638 BOT CHORD 2-15=-710/2960, 14-15=-599/2344, 12-14=-466/2333, 10-12=-531/2937 WEBS 9-12=-423/149, 5-14=-856/159, 7-14=-840/160, 5-15=-32/465, 3-15=-419/166, 7-12=-35/457, 6-14=-458/1282 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 10 and 309 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 260 lb up at 15-11-4, and 258 lb down and 213 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-70, 6-11=-70, 2-10=-16 Concentrated Loads (lb) Vert: 18=-121(F=-60, B=-61) January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A05 Truss Type Common Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879630 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:23 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-q5ZitgiNkvXzdoFK9NNhYbhTq1lCe0uS_nLyYizvQ2A Scale = 1:57.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 3x6 4x4 3x6 4x6 3x8 1.5x4 3x4 3x8 3x4 3x4 3x4 1.5x4 3x8 8-6-2 8-6-2 17-0-0 8-5-14 25-5-14 8-5-14 28-10-7 3-4-9 34-0-0 5-1-9 -1-6-0 1-6-0 5-1-9 5-1-9 12-1-5 6-11-12 17-0-0 4-10-11 21-10-11 4-10-11 28-10-7 6-11-12 34-0-0 5-1-9 0-4-17-5-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-4-2,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.79 0.79 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.49 0.15 (loc) 13-14 13-14 10 l/defl >999 >828 n/a L/d 360 240 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. REACTIONS. (size)10=0-5-8, 2=0-5-8 Max Horz 2=99(LC 10) Max Uplift 10=-162(LC 11), 2=-199(LC 10) Max Grav 10=1467(LC 1), 2=1598(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3219/461, 3-5=-2835/422, 5-6=-2013/394, 6-7=-2013/393, 7-9=-2842/367, 9-10=-3226/414 BOT CHORD 2-14=-466/2894, 13-14=-356/2278, 11-13=-250/2279, 10-11=-342/2919 WEBS 9-11=-445/146, 5-13=-831/145, 7-13=-854/144, 5-14=-9/463, 3-14=-422/149, 7-11=-9/465, 6-13=-259/1228 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 10 and 199 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 260 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-70, 6-10=-70, 2-10=-16 Concentrated Loads (lb) Vert: 17=-60(F) January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss A07 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879631 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:24 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-II7440j?VCfqEyqXj5uw5pEmmRFUNekcCR5V48zvQ29 Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 41 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x6 1-6-4 4-0-0 33-6-8 33-6-8 -1-6-0 1-6-0 17-0-0 17-0-0 33-6-8 16-6-8 0-4-17-5-10-6-55.00 12 Plate Offsets (X,Y)-- [12:0-3-0,Edge], [22:0-0-0,0-1-0], [22:0-2-9,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.26 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 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 33-6-8. (lb) - Max Horz 2=99(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 33, 34, 36, 37, 38, 39, 40, 30, 29, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 32, 31, 33, 34, 36, 37, 38, 39, 40, 30, 27, 26, 25, 22, 24, 23 except 2=285(LC 16), 29=255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 33, 34, 36, 37, 38, 39, 40, 30, 29, 27, 26, 25, 24, 23. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss B01 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879632 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:26 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-FgFrVilG1qvYUGzvqVwOAEJ1wEp5rTOvglac81zvQ27 Scale = 1:55.1 1 2 3 4 5 6 8 10 12 14 16 18 19 20 21 22 7 9 11 13 15 17 24 26 25 23 27 28 3x6 3x6 3x6 5x8 5x8 3x4 3x4 3x6 10x10 5x8 3x4 8-0-0 8-4-1 8-4-1 15-7-15 7-3-13 23-6-8 7-10-9 24-0-0 0-5-8 -1-6-0 1-6-0 6-11-11 6-11-11 12-0-0 5-0-5 15-0-0 3-0-0 16-0-0 1-0-0 17-0-5 1-0-5 24-0-0 6-11-11 25-6-0 1-6-0 0-4-16-9-90-4-15.00 12 Plate Offsets (X,Y)-- [5:0-3-14,Edge], [8:0-3-0,Edge], [24:0-2-8,0-2-12], [25:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.60 0.65 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.07 (loc) 2-26 2-26 21 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 5-24: 2x6 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. JOINTS 1 Brace at Jt(s): 11, 7, 15, 17 REACTIONS.All bearings 7-5-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-85(LC 30) Max Uplift All uplift 100 lb or less at joint(s) 21, 23 except 2=-339(LC 10), 24=-441(LC 11) Max Grav All reactions 250 lb or less at joint(s) 23 except 2=1235(LC 17), 21=390(LC 18), 24=1196(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2207/775, 3-5=-1999/794, 5-6=-341/280, 8-10=-286/264, 10-12=-319/270, 12-14=-323/245, 14-18=-337/233, 18-19=-373/219, 19-20=-362/198, 20-21=-424/187, 5-7=-1791/959, 7-9=-1781/935, 9-11=-1788/912, 11-13=-1798/907, 13-15=-1838/912, 15-17=-1868/916, 17-24=-1884/919 BOT CHORD 2-26=-725/1944, 25-26=-665/1510, 24-25=-973/2051, 23-24=-139/368, 21-23=-139/368 WEBS 5-27=-660/902, 25-27=-734/970, 11-25=-479/185, 5-26=-56/627, 3-26=-398/130 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) 21, 23 except (jt=lb) 2=339, 24=441. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 618 lb down and 626 lb up at 15-11-4, and 68 lb down and 98 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss B01 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879632 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:26 2021 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-FgFrVilG1qvYUGzvqVwOAEJ1wEp5rTOvglac81zvQ27 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-8=-70, 2-21=-16, 8-22=-70 Concentrated Loads (lb) Vert: 25=-70(F=-42, B=-28) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss B02 Truss Type COMMON Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879633 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:27 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-jtoDi2luo71P5QY5ODRdiRsEte8Fam12vPJAhTzvQ26 Scale = 1:54.5 1 2 3 4 5 6 7 8 9 13 12 11 10 20 21 4x6 3x8 4x6 6x10 3x4 3x4 2x4 3x4 3x4 2x4 3x8 8-0-14 8-0-14 15-6-0 7-5-2 15-11-4 0-5-4 22-11-2 6-11-14 31-0-0 8-0-14 -1-6-0 1-6-0 5-7-3 5-7-3 10-6-10 4-11-6 15-6-0 4-11-6 20-5-6 4-11-6 25-4-13 4-11-6 31-0-0 5-7-3 32-6-0 1-6-0 0-4-16-9-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [8:0-8-0,0-0-10] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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-MS 0.46 0.72 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.38 0.12 (loc) 11 11-13 8 l/defl >999 >974 n/a L/d 360 240 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-13 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=-85(LC 29) Max Uplift 2=-663(LC 10), 8=-699(LC 11) Max Grav 2=1544(LC 35), 8=1572(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3353/1632, 3-4=-3137/1619, 4-5=-2521/1635, 5-6=-2648/1721, 6-7=-3203/1713, 7-8=-3409/1726 BOT CHORD 2-13=-1527/3104, 11-13=-1478/2735, 10-11=-1478/2778, 8-10=-1528/3128 WEBS 6-11=-779/121, 6-10=-16/429, 7-10=-376/115, 4-11=-821/120, 4-13=-7/445, 3-13=-375/115, 5-11=-1239/1720 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=663, 8=699. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 618 lb down and 626 lb up at 15-11-4, and 618 lb down and 626 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 14-17=-16 Concentrated Loads (lb) Vert: 11=-56(F=-28, B=-28) January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss BP1 Truss Type Flat Qty 2 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879634 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:27 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-jtoDi2luo71P5QY5ODRdiRsLdeJZa?y2vPJAhTzvQ26 Scale = 1:21.7 1 2 3 5 46 2x4 3x4 3x4 2x4 1-4-8 1-4-8 1-4-8 1-4-8 3-8-1LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.03 0.06 0.03 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: 14 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical Max Horz 6=65(LC 7) Max Uplift 4=-79(LC 7), 6=-77(LC 4) Max Grav 4=64(LC 4), 6=107(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss BP2 Truss Type Flat Qty 2 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879635 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:28 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-B3MbwOmWZR9Gja7IywysFfPR92fQJLQC733jDwzvQ25 Scale = 1:37.0 1 2 4 3 3x6 3x4 2x4 6x6 1-1-8 1-1-8 1-1-8 1-1-8 6-7-1LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.02 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 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=Mechanical, 3=Mechanical Max Horz 4=-163(LC 6) Max Uplift 4=-618(LC 4), 3=-618(LC 5) Max Grav 4=623(LC 7), 3=623(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-616/622 WEBS 1-3=-621/621 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=618, 3=618. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss BP3 Truss Type Flat Qty 8 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879636 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:28 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-B3MbwOmWZR9Gja7IywysFfPUf2dJJPhC733jDwzvQ25 Scale = 1:38.7 1 2 3 5 46 2x4 3x4 3x4 2x4 1-10-8 1-10-8 1-10-8 1-10-8 6-11-7LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.14 0.15 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical Max Horz 6=128(LC 7) Max Uplift 4=-234(LC 7), 6=-199(LC 4) Max Grav 4=183(LC 4), 6=267(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-252/336, 2-5=-304/250 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=234, 6=199. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss BP4 Truss Type FLAT Qty 2 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879637 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:29 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-fFwz7jn8KlH7LjiUVeU5osxfVSxi2pdLMjoGlMzvQ24 Scale = 1:38.8 1 2 3 5 46 2x4 6x6 3x4 2x4 1-4-6 1-4-6 1-4-6 1-4-6 6-11-7LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.14 0.21 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical Max Horz 6=128(LC 7) Max Uplift 4=-343(LC 7), 6=-277(LC 4) Max Grav 4=264(LC 4), 6=367(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-394/525, 2-5=-481/381 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=343, 6=277. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss BP5 Truss Type Flat Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879638 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:29 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-fFwz7jn8KlH7LjiUVeU5osxfVSyb2puLMjoGlMzvQ24 Scale = 1:38.8 1 2 3 5 46 2x4 6x6 3x4 2x4 1-3-0 1-3-0 1-3-0 1-3-0 6-11-7LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.14 0.15 0.39 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: 25 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical Max Horz 6=128(LC 7) Max Uplift 4=-382(LC 7), 6=-304(LC 4) Max Grav 4=293(LC 4), 6=403(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-381/506, 2-5=-461/363 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=382, 6=304. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss C01 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879639 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:30 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-7SUML3om52P_ytHg3L?KK4UoGrJBnL4UbNYqHozvQ23 Scale = 1:43.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x6 3x4 3x6 3x4 1-6-4 24-0-0 24-0-0 -1-6-0 1-6-0 12-0-0 12-0-0 24-0-0 12-0-0 25-6-0 1-6-0 0-4-15-4-10-4-15.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.26 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 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 24-0-0. (lb) - Max Horz 2=-67(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24, 25, 26, 19, 18, 14, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 21, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 2=284(LC 16), 14=284(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24, 25, 26, 19, 18, 14, 17, 16. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss C02 Truss Type Common Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879640 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:31 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-be2kYPoOsMXra1std3WZtH0trFXYWnTep1HNqFzvQ22 Scale = 1:43.3 1 2 3 4 5 6 7 10 9 8 4x4 3x6 3x6 3x4 2x4 3x4 2x4 3x6 8-4-1 8-4-1 15-7-15 7-3-13 24-0-0 8-4-1 -1-6-0 1-6-0 6-11-11 6-11-11 12-0-0 5-0-5 16-0-0 4-0-0 17-0-5 1-0-5 24-0-0 6-11-11 25-6-0 1-6-0 0-4-15-4-10-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.59 0.63 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.07 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 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=67(LC 32) Max Uplift 2=-112(LC 10), 6=-167(LC 11) Max Grav 2=1163(LC 1), 6=1189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2025/211, 3-4=-1817/228, 4-5=-1882/365, 5-6=-2090/347 BOT CHORD 2-10=-191/1776, 8-10=-116/1240, 6-8=-249/1836 WEBS 4-8=-255/804, 5-8=-476/126, 4-10=-47/701, 3-10=-478/123 NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=112, 6=167. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 98 lb up at 15-11-4, and 98 lb down and 87 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 2-6=-16 Concentrated Loads (lb) Vert: 8=-86(F=-42, B=-43) January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss E01 Truss Type GABLE Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879641 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:32 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-3qc6mlp0dgfhCBR3Bm1oPVZ7lf_cFG9n2h1xMhzvQ21 Scale = 1:25.1 1 2 3 4 5 6 7 10 9 8 4x4 3x8 3x8 2x4 2x4 2x4 2x4 2x4 11-0-0 11-0-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 12-6-0 1-6-0 0-7-13-9-90-7-17.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.26 0.13 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 , Right: 2x4 HF No.2 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 11-0-0. (lb) - Max Horz 2=-72(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 9 except 2=285(LC 16), 6=285(LC 16), 10=289(LC 17), 8=289(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 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, 8. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss E02 Truss Type HOWE Qty 1 Ply 2 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879642 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:33 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-Y0AUz5qfNzoYpL0FkUY1yi6IV3Ad_dgxHLmUu7zvQ20 Scale: 1/2"=1' 1 2 3 4 5 6 9 8 7 14 15 10 11 12 13 3x8 3x8 4x6 3x10 3x8 8x8 3x10 3x8 2-11-2 2-11-2 5-6-0 2-6-14 8-0-13 2-6-14 11-0-0 2-11-3 -1-6-0 1-6-0 2-11-2 2-11-2 5-6-0 2-6-14 8-0-13 2-6-14 11-0-0 2-11-3 0-7-13-9-90-7-17.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-8], [6:0-8-0,0-0-8], [8:0-4-0,0-4-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.78 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.02 (loc) 8-9 8-9 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 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=68(LC 25) Max Uplift 2=-147(LC 10), 6=-147(LC 11) Max Grav 2=3794(LC 1), 6=4273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5438/183, 3-4=-4014/165, 4-5=-4016/162, 5-6=-5841/207 BOT CHORD 2-9=-154/4411, 8-9=-154/4411, 7-8=-137/4755, 6-7=-137/4755 WEBS 3-9=-48/1673, 4-8=-132/3788, 5-7=-55/2111, 3-8=-1213/78, 5-8=-1650/103 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=147, 6=147. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1408 lb down and 57 lb up at 2-0-12, 1408 lb down and 57 lb up at 4-0-12, 1408 lb down and 57 lb up at 6-0-12, and 1408 lb down and 57 lb up at 8-0-12, and 1408 lb down and 57 lb up at 9-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss E02 Truss Type HOWE Qty 1 Ply 2 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879642 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:33 2021 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-Y0AUz5qfNzoYpL0FkUY1yi6IV3Ad_dgxHLmUu7zvQ20 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-6=-16, 1-4=-70, 4-6=-70 Concentrated Loads (lb) Vert: 7=-1408(B) 10=-1408(B) 11=-1408(B) 12=-1408(B) 13=-1408(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss F01 Truss Type Common Supported Gable Qty 1 Ply 1 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879643 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:34 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-0DksARrH8HwPRVbSIB3GVweTFSgjjAk4W?W1QZzvQ2? Scale: 1/2"=1' 1 2 3 4 5 6 7 10 9 8 4x4 4x4 4x4 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 11-6-0 1-6-0 0-7-13-6-10-7-17.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 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 0.26 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Left: 2x4 HF No.2 , Right: 2x4 HF No.2 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 10-0-0. (lb) - Max Horz 2=-67(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 10, 8 except 2=285(LC 16), 6=285(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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; Fully 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 2.00 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, 8. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss F02 Truss Type HOWE Qty 1 Ply 2 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879644 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:35 2021 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-UPHFOnsvvb2G3e9esuaV17BfwsvBSY3DkfFbz0zvQ2_ Scale = 1:23.6 1 2 3 4 5 6 9 8 7 14 10 11 12 13 3x6 3x6 4x4 3x4 3x6 8x8 3x4 3x6 2-8-2 2-8-2 5-0-0 2-3-14 7-3-14 2-3-14 10-0-0 2-8-2 2-8-2 2-8-2 5-0-0 2-3-14 7-3-14 2-3-14 10-0-0 2-8-2 11-6-0 1-6-0 0-7-13-6-10-7-17.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.59 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.02 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=-63(LC 26) Max Uplift 1=-111(LC 10), 5=-131(LC 11) Max Grav 1=3252(LC 1), 5=3321(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4742/168, 2-3=-3466/140, 3-4=-3465/144, 4-5=-4669/157 BOT CHORD 1-9=-135/3825, 8-9=-135/3825, 7-8=-99/3760, 5-7=-99/3760 WEBS 2-9=-35/1502, 3-8=-113/3248, 4-7=-45/1444, 2-8=-1086/78, 4-8=-994/68 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; 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 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=111, 5=131. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1408 lb down and 57 lb up at 1-11-4, 1408 lb down and 57 lb up at 3-11-4, and 1408 lb down and 57 lb up at 5-11-4, and 1408 lb down and 57 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2587364 Truss F02 Truss Type HOWE Qty 1 Ply 2 Yelm Creek Estates/ 1876-2 plan Job Reference (optional) K8879644 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 14 14:09:35 2021 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:Hk?yF8FjLQCK0DOlLQM1hwz4icI-UPHFOnsvvb2G3e9esuaV17BfwsvBSY3DkfFbz0zvQ2_ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-16, 1-3=-70, 3-6=-70 Concentrated Loads (lb) Vert: 10=-1408(B) 11=-1408(B) 12=-1408(B) 13=-1408(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.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. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS 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 CHORDSBEARING4 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.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths