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HomeMy WebLinkAboutP_Truss_Engineering_181204_v4Re: 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). Pages or sheets covered by this seal: K5468301 thru K5468358 My license renewal date for the state of Washington is May 16, 2019. B1804190 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 2786 Plan 2 Car w/shop 250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. December 5,2018 Baxter, David Job B1804190 Truss A01 Truss Type CALIFORNIA GIRDER Qty 2 Ply 2 2786 Plan 2 Car w/shop Job Reference (optional) K5468301 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:49 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-rY47FtydhLKXHqkWRYiocXwrtsdiA3df?uuUzfyC3ri Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 5x8 3x8 3x6 5x8 WB3x8 4x12 2x4 3x4 3x4 2x4 3x10 2x4 3x8 4x12 5x8 3x6 4-2-1 4-2-1 9-9-8 5-7-8 15-5-3 5-7-11 21-0-13 5-7-11 26-8-8 5-7-11 32-3-15 5-7-8 36-6-0 4-2-1 -1-0-0 1-0-0 4-2-1 4-2-1 4-5-1 0-3-0 9-9-8 5-4-8 15-5-3 5-7-11 21-0-13 5-7-11 26-8-8 5-7-11 32-0-15 5-4-8 32-3-15 0-3-0 36-6-0 4-2-1 37-6-0 1-0-0 0-4-73-0-83-3-130-4-73-0-88.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [3:0-2-0,0-2-8], [9:0-4-5,Edge], [10:0-3-9,0-1-8], [12:0-3-8,0-1-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL 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 0.64 0.91 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.81 0.18 (loc) 14-16 14-16 10 l/defl >930 >537 n/a L/d 240 180 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (3-9-15 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2438/0-5-8, 10=2438/0-5-8 Max Horz 2=-60(LC 6) Max Uplift 2=-228(LC 5), 10=-228(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3986/453, 3-4=-3161/382, 4-5=-7677/902, 5-7=-7676/902, 7-8=-7676/902, 8-9=-3161/382, 9-10=-3986/453 BOT CHORD 2-18=-389/3246, 17-18=-741/6191, 16-17=-741/6191, 14-16=-903/7677, 13-14=-706/6191, 12-13=-706/6191, 10-12=-337/3246 WEBS 3-18=-108/1620, 4-18=-3410/433, 4-17=0/251, 4-16=-205/1674, 5-16=-599/172, 7-14=-589/166, 8-14=-205/1673, 8-13=0/251, 8-12=-3411/433, 9-12=-108/1620 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=228, 10=228. 9) Girder carries hip end with 4-6-0 end setback. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 63 lb up at 32-2-3, and 197 lb down and 63 lb up at 4-3-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A01 Truss Type CALIFORNIA GIRDER Qty 2 Ply 2 2786 Plan 2 Car w/shop Job Reference (optional) K5468301 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:49 2018 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-rY47FtydhLKXHqkWRYiocXwrtsdiA3df?uuUzfyC3ri LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-9=-106, 9-11=-70, 2-10=-24(F=-8) Concentrated Loads (lb) Vert: 3=-158 9=-158 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job B1804190 Truss A02 Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468302 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:50 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-JkeVTDzGReSOv_Jj?FD19lTyVGzwvXDoEYd1W5yC3rh Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 7x10 M18SHS 3x8 3x6 5x8 2x4 4x12 2x4 3x8 2x4 4x12 7x10 M18SHS 2x4 3x6 5-8-1 5-8-1 11-11-7 6-3-6 18-3-0 6-3-9 24-6-9 6-3-9 30-9-15 6-3-6 36-6-0 5-8-1 -1-0-0 1-0-0 5-8-1 5-8-1 5-11-1 0-3-0 11-11-7 6-0-6 18-3-0 6-3-9 24-6-9 6-3-9 30-6-15 6-0-6 30-9-15 0-3-0 36-6-0 5-8-1 37-6-0 1-0-0 0-4-74-0-84-3-130-4-74-0-88.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-10], [3:0-6-5,Edge], [8:0-6-5,Edge], [9:0-6-0,0-0-10], [13:0-0-0,0-1-12], [14:0-1-12,0-0-0] LOADING (psf) TCLL 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-MSH 0.84 0.85 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.58 0.17 (loc) 14 14-15 9 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 149 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 3-6: 2x4 DF 1800F 1.6E, 6-8: 2x4 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except 2-0-0 oc purlins (2-5-13 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1640/0-5-8, 9=1640/0-5-8 Max Horz 2=-77(LC 6) Max Uplift 2=-29(LC 5), 9=-29(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2570/102, 3-4=-3425/182, 4-5=-3425/182, 5-7=-3425/182, 7-8=-3425/182, 8-9=-2570/103 BOT CHORD 2-16=-101/2083, 15-16=-103/2079, 14-15=-194/3870, 12-14=-194/3870, 11-12=-35/2079, 9-11=-32/2083 WEBS 3-15=-155/1650, 4-15=-474/111, 5-15=-554/54, 5-12=-554/53, 7-12=-474/112, 8-12=-155/1650 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A03 Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468303 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:51 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-nwCtgZ_uCyaFX8uvYzkGhy?7xfKNe?9yTCNb2XyC3rg Scale = 1:66.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 5x8 3x8 3x6 4x8 3x6 3x6 3x4 2x4 3x6 4x12 5x8 3x6 7-1-1 7-1-1 14-6-10 7-5-9 21-11-6 7-4-12 29-4-15 7-5-9 36-6-0 7-1-1 -1-0-0 1-0-0 7-1-1 7-1-1 7-5-1 0-4-0 14-6-10 7-1-9 21-11-6 7-4-12 29-0-15 7-1-9 29-4-15 0-4-0 36-6-0 7-1-1 37-6-0 1-0-0 0-4-75-0-85-3-130-4-75-0-88.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [3:0-3-3,0-2-8], [7:0-4-0,0-1-9], [8:0-6-0,0-0-6] LOADING (psf) TCLL 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-MSH 0.86 0.77 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.44 0.16 (loc) 11-13 11-13 8 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 5-7: 2x4 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 4-14,6-13,6-10: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except 2-0-0 oc purlins (2-11-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-13, 6-10 REACTIONS.(lb/size) 2=1640/0-5-8, 8=1640/0-5-8 Max Horz 2=95(LC 7) Max Uplift 2=-8(LC 5), 8=-8(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2446/76, 3-4=-1931/79, 4-6=-2964/130, 6-7=-1932/79, 7-8=-2446/76 BOT CHORD 2-14=-84/1931, 13-14=-135/2964, 11-13=-112/2964, 10-11=-112/2964, 8-10=0/1931 WEBS 3-14=0/830, 4-14=-1321/146, 4-13=0/264, 6-11=0/264, 6-10=-1320/146, 7-10=0/829 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A04 Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468304 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:51 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-nwCtgZ_uCyaFX8uvYzkGhy?CcfNoe2nyTCNb2XyC3rg Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 5x8 5x8 3x6 4x8 3x8 2x4 3x8 2x4 3x4 3x4 3x8 2x4 3x6 8-7-1 8-7-1 15-0-10 6-5-9 21-5-6 6-4-12 27-10-15 6-5-9 36-6-0 8-7-1 -1-0-0 1-0-0 4-5-8 4-5-8 8-7-1 4-1-9 8-11-1 0-4-0 15-0-10 6-1-9 21-5-6 6-4-12 27-6-15 6-1-9 27-10-15 0-4-0 32-0-8 4-1-9 36-6-0 4-5-8 37-6-0 1-0-0 0-4-76-0-86-3-130-4-76-0-88.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-3-3,0-2-8], [7:0-4-0,0-1-9], [9:0-6-0,0-0-6] LOADING (psf) TCLL 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 0.56 0.61 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.34 0.14 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-15,5-12,6-11: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except 2-0-0 oc purlins (3-3-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-12, 6-11 REACTIONS.(lb/size) 2=1636/0-5-8, 9=1636/0-5-8 Max Horz 2=-113(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2403/25, 3-4=-2199/43, 4-5=-1760/49, 5-6=-2392/72, 6-7=-1760/49, 7-8=-2199/43, 8-9=-2403/25 BOT CHORD 2-15=-79/1911, 14-15=-79/2392, 12-14=-79/2392, 11-12=-50/2392, 9-11=0/1911 WEBS 4-15=0/776, 5-15=-928/113, 6-11=-928/113, 7-11=0/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A05 Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468305 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:52 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-F7mFtv?WzGi68IT56gGVEAYP63h4NW15hs68a_yC3rf Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116 17 18 5x8 5x8 3x8 3x8 3x8 2x4 3x8 2x4 3x4 3x4 3x8 2x4 3x8 10-1-7 10-1-7 15-6-10 5-5-3 20-11-6 5-4-12 26-4-9 5-5-3 36-6-0 10-1-7 -1-0-0 1-0-0 5-2-8 5-2-8 10-1-7 4-10-15 10-5-1 0-3-10 15-6-10 5-1-9 20-11-6 5-4-12 26-0-15 5-1-9 26-4-9 0-3-10 31-3-8 4-10-15 36-6-0 5-2-8 37-6-0 1-0-0 0-4-77-0-87-3-130-4-77-0-88.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-2-12,0-2-8], [7:0-4-0,0-1-9], [9:0-8-0,0-0-14] LOADING (psf) TCLL 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 0.44 0.74 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.51 0.12 (loc) 2-15 2-15 9 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-15,5-12,6-11: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except 2-0-0 oc purlins (3-9-2 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-12, 6-11 REACTIONS.(lb/size) 2=1636/0-5-8, 9=1636/0-5-8 Max Horz 2=-130(LC 6) Max Uplift 2=-5(LC 8), 9=-5(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2383/13, 3-4=-2115/8, 4-5=-1674/28, 5-6=-2042/27, 6-7=-1674/28, 7-8=-2115/8, 8-9=-2383/13 BOT CHORD 2-15=-61/1899, 14-15=-36/2042, 12-14=-36/2042, 11-12=-8/2042, 9-11=0/1899 WEBS 3-15=-258/131, 4-15=0/748, 5-15=-698/111, 6-11=-689/110, 7-11=0/743, 8-11=-259/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A06F Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468306 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:53 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-jJKe5F?8kZqzmR2HgOnknN5S6T?46wjFwWsi6QyC3re Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 22 23 21 7x10 M18SHS 7x10 M18SHS 3x8 3x8 3x6 3x8 3x4 3x4 3x8 3x6 3x8 5-11-8 5-11-8 11-8-1 5-8-9 15-9-0 4-0-15 18-3-0 2-6-0 20-9-0 2-6-0 24-9-15 4-0-15 30-6-8 5-8-9 36-6-0 5-11-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-8-1 5-8-9 11-11-1 0-3-0 14-9-0 2-9-15 16-9-0 2-0-0 18-3-0 1-6-0 19-9-0 1-6-0 21-9-0 2-0-0 24-6-15 2-9-15 24-9-15 0-3-0 30-6-8 5-8-9 36-6-0 5-11-8 37-6-0 1-0-0 0-4-78-0-88-3-130-4-78-0-88.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-2-0,Edge], [7:0-2-0,Edge], [9:0-8-0,0-0-10] LOADING (psf) TCLL 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 0.88 0.88 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.45 0.13 (loc) 17-18 17 9 l/defl >999 >961 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 182 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* 4-18,5-18,6-12,7-12,5-17,6-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except 2-0-0 oc purlins (2-10-9 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-12 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS.(lb/size) 2=1711/0-5-8, 9=1711/0-5-8 Max Horz 2=148(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2570/0, 3-4=-2133/0, 4-5=-1677/0, 5-6=-1903/0, 6-7=-1677/0, 7-8=-2133/0, 8-9=-2570/0 BOT CHORD 2-19=0/2020, 18-19=0/2020, 17-18=0/1902, 16-17=0/1891, 14-16=0/1891, 13-14=0/1891, 12-13=0/1902, 11-12=0/2020, 9-11=0/2020 WEBS 3-18=-409/117, 4-18=0/879, 5-18=-894/82, 6-12=-894/82, 7-12=0/879, 8-12=-409/117, 17-20=-44/326, 5-20=0/299, 13-21=-44/326, 6-21=0/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 150.0lb AC unit load placed on the bottom chord, 18-3-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A07F Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468307 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:54 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-CVu0Ib0mVtyqObdUE5IzJbdgftJ0rMrO9AbFfsyC3rd Scale = 1:65.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1122 23 5x8 5x8 3x6 5x8 WB 3x6 2x4 3x8 3x4 3x4 3x8 3x6 2x4 3x6 2x4 2x4 2x4 2x4 6-8-8 6-8-8 13-1-1 6-4-9 15-9-0 2-7-15 18-3-0 2-6-0 20-9-0 2-6-0 23-4-15 2-7-15 29-9-8 6-4-9 36-6-0 6-8-8 -1-0-0 1-0-0 6-8-8 6-8-8 13-1-1 6-4-9 13-5-1 0-4-0 17-3-0 3-9-15 18-3-0 1-0-0 19-3-0 1-0-0 23-0-15 3-9-15 23-4-15 0-4-0 29-9-8 6-4-9 36-6-0 6-8-8 37-6-0 1-0-0 0-4-79-0-89-3-130-4-79-0-88.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-3-3,0-2-8], [7:0-3-3,0-2-8], [9:0-6-0,0-0-6] LOADING (psf) TCLL 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 0.70 0.96 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.85 0.12 (loc) 12-14 12-14 9 l/defl >999 >511 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-15,8-11,16-20,18-19,20-21: 2x4 HF Stud OTHERS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-3-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-14. WEBS 1 Row at midpt 5-14, 6-12 REACTIONS.(lb/size) 2=1711/0-5-8, 9=1711/0-5-8 Max Horz 2=-166(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2538/0, 3-4=-2075/0, 4-5=-1611/0, 5-6=-1702/0, 6-7=-1611/0, 7-8=-2075/0, 8-9=-2538/0 BOT CHORD 2-15=0/1989, 14-15=0/1989, 12-14=0/1702, 11-12=0/1989, 9-11=0/1989 WEBS 3-14=-451/169, 4-14=0/687, 5-14=-396/145, 6-12=-396/145, 7-12=0/687, 8-12=-451/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 150.0lb AC unit load placed on the bottom chord, 18-3-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss A08F Truss Type California Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468308 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:55 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-ghSOWx1OGB4g?lCgnppCsoAnkHhWaqgYOqLoBIyC3rc Scale = 1:65.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 1819 20 5x8 5x8 3x8 4x8 3x6 3x4 3x4 3x6 4x8 3x8 7-5-8 7-5-8 14-6-9 7-1-1 15-8-5 1-1-12 20-9-11 5-1-7 21-11-7 1-1-12 29-0-8 7-1-1 36-6-0 7-5-8 -1-0-0 1-0-0 7-5-8 7-5-8 14-6-9 7-1-1 14-11-1 0-4-8 21-6-15 6-7-15 21-11-7 0-4-8 29-0-8 7-1-1 36-6-0 7-5-8 37-6-0 1-0-0 0-4-710-0-810-3-130-4-710-0-88.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-3-13,0-2-8], [5:0-3-13,0-2-8], [7:0-8-0,0-0-10] LOADING (psf) TCLL 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 0.93 0.88 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.87 -0.96 0.11 (loc) 14-16 14-16 7 l/defl >497 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 4-5: 2x6 DF No.2 BOT CHORD 2x4 HF No.2 *Except* 10-15: 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 *Except* 3-16,6-9,13-19,12-20: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-9-4 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-11 JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS.(lb/size) 2=1711/0-5-8, 7=1711/0-5-8 Max Horz 2=-182(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2527/0, 3-4=-1966/0, 4-5=-1519/0, 5-6=-1966/0, 6-7=-2527/0 BOT CHORD 2-16=0/1971, 14-16=0/1971, 13-14=0/1520, 12-13=0/1520, 11-12=0/1520, 9-11=0/1971, 7-9=0/1971 WEBS 3-16=0/273, 3-14=-660/192, 14-17=0/515, 4-17=0/536, 11-18=0/515, 5-18=0/536, 6-11=-660/193, 6-9=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 150.0lb AC unit load placed on the bottom chord, 18-3-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss B01 Truss Type GABLE Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468309 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:56 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-8u?mjH201UCXdvnsLWKRO0j9ygD0JOwhcU4MjlyC3rb Scale = 1:29.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x6 3x6 12-10-0 12-10-0 -1-0-0 1-0-0 6-5-0 6-5-0 12-10-0 6-5-0 13-10-0 1-0-0 0-4-74-7-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [10:0-3-9,0-1-8] LOADING (psf) TCLL 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 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 57 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 12-10-0. (lb) - Max Horz 2=88(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss B02 Truss Type Common Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468310 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:56 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-8u?mjH201UCXdvnsLWKRO0jzwg8HJNwhcU4MjlyC3rb Scale = 1:30.1 1 2 3 4 5 6 4x4 3x6 3x6 2x4 6-5-0 6-5-0 12-10-0 6-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 12-10-0 6-5-0 13-10-0 1-0-0 0-4-74-7-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-9,0-1-8] LOADING (psf) TCLL 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 0.84 0.34 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=618/0-5-8, 4=618/0-5-8 Max Horz 2=-88(LC 6) Max Uplift 2=-25(LC 8), 4=-25(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-573/19, 3-4=-573/19 BOT CHORD 2-6=0/385, 4-6=0/385 WEBS 3-6=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss B03 Truss Type KINGPOST Qty 1 Ply 2 2786 Plan 2 Car w/shop Job Reference (optional) K5468311 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:57 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-c4Z8xc2fooKOF3M3vDrgxDFDJ4Rb2paqr8qvFByC3ra Scale = 1:29.5 1 2 3 4 5 3x6 3x6 4x4 2x4 6-5-0 6-5-0 12-10-0 6-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 12-10-0 6-5-0 0-4-74-7-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-9,0-1-8] LOADING (psf) TCLL 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-P 0.54 0.52 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 2=1094/0-5-8, 4=999/0-5-8 Max Horz 2=84(LC 22) Max Uplift 2=-492(LC 27), 4=-476(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1284/702, 3-4=-1281/700 BOT CHORD 2-5=-554/1043, 4-5=-554/1043 WEBS 3-5=0/724 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 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=492, 4=476. 8) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-10-0 for 100.0 plf. 9) Girder carries tie-in span(s): 6-0-0 from 0-0-0 to 12-10-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-92(F=-76), 1-3=-70, 3-4=-70 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss C01 Truss Type GABLE Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468312 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:58 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-4G7X8y3HZ6SFsDwFTxNvURoVSUvZnHS_4oaTodyC3rZ Scale = 1:29.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x6 3x6 12-6-0 12-6-0 -1-0-0 1-0-0 6-3-0 6-3-0 12-6-0 6-3-0 13-6-0 1-0-0 0-4-74-6-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [10:0-3-9,0-1-8] LOADING (psf) TCLL 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 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 55 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 12-6-0. (lb) - Max Horz 2=86(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss C02 Truss Type Common Qty 4 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468313 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:59 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-YThvLI4vKPb6UMVR0eu80eKV6uAFWjh7ISJ0K4yC3rY Scale = 1:29.4 1 2 3 4 5 6 4x4 3x6 3x6 2x4 6-3-0 6-3-0 12-6-0 6-3-0 -1-0-0 1-0-0 6-3-0 6-3-0 12-6-0 6-3-0 13-6-0 1-0-0 0-4-74-6-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-9,0-1-8] LOADING (psf) TCLL 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 0.78 0.32 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=604/0-5-8, 4=604/0-5-8 Max Horz 2=-86(LC 6) Max Uplift 2=-25(LC 8), 4=-25(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-557/18, 3-4=-557/18 BOT CHORD 2-6=0/373, 4-6=0/373 WEBS 3-6=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss C03 Truss Type KINGPOST Qty 1 Ply 2 2786 Plan 2 Car w/shop Job Reference (optional) K5468314 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:32:59 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-YThvLI4vKPb6UMVR0eu80eKaOu8TWi77ISJ0K4yC3rY Scale = 1:28.8 1 2 3 4 5 3x6 3x6 4x4 2x4 6-3-0 6-3-0 12-6-0 6-3-0 -1-0-0 1-0-0 6-3-0 6-3-0 12-6-0 6-3-0 0-4-74-6-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-9,0-1-8] LOADING (psf) TCLL 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-P 0.51 0.50 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 2=1067/0-5-8, 4=972/0-5-8 Max Horz 2=82(LC 26) Max Uplift 2=-479(LC 27), 4=-464(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1249/683, 3-4=-1246/682 BOT CHORD 2-5=-539/1014, 4-5=-539/1014 WEBS 3-5=0/705 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 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=479, 4=464. 8) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-6-0 for 100.0 plf. 9) Girder carries tie-in span(s): 6-0-0 from 0-0-0 to 12-6-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-92(F=-76), 1-3=-70, 3-4=-70 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss D01 Truss Type GABLE Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468315 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:00 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-0fFHZe5X5jjz6W4eaMPNZstryIb?FBzHX63ZsWyC3rX Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x6 3x6 10-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-73-8-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [8:0-3-9,0-1-8] LOADING (psf) TCLL 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 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 41 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 10-0-0. (lb) - Max Horz 2=-71(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss E01 Truss Type GABLE Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468316 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:01 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-Urpfm_59s1rqjgfq83wc53Q_1huh_dZQmmo7OyyC3rW Scale = 1:37.5 1 2 3 4 6 8 10 11 12 13 14 5 7 9 17 18 16 15 4x4 3x6 3x6 4x8 4x6 5-0-9 5-0-9 9-9-4 4-8-11 10-0-0 0-2-12 15-4-0 5-4-0 -1-0-0 1-0-0 5-0-9 5-0-9 7-8-0 2-7-7 15-4-0 7-8-0 16-4-0 1-0-0 0-4-75-5-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [13:0-3-9,0-1-8] LOADING (psf) TCLL 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 0.24 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.01 (loc) 2-18 2-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7 REACTIONS.All bearings 5-9-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-102(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 13, 16, 15 except 2=547(LC 1), 17=487(LC 1), 17=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-575/4, 3-5=-349/66, 5-7=-364/73, 7-9=-366/71, 9-17=-372/76 BOT CHORD 2-18=0/407, 17-18=0/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 16, 15. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss E02 Truss Type Common Girder Qty 1 Ply 2 2786 Plan 2 Car w/shop Job Reference (optional) K5468317 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:02 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-z2N1_K6ndKzhLqE0inRreHyBp55yj2fZ?QYgxOyC3rV Scale = 1:34.7 1 2 3 4 5 6 73x6 4x4 3x6 3x8 2x4 2x4 7-8-0 7-8-0 15-4-0 7-8-0 4-0-7 4-0-7 7-8-0 3-7-9 11-3-9 3-7-9 15-4-0 4-0-7 16-4-0 1-0-0 0-4-75-5-130-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [5:0-3-9,0-1-8] LOADING (psf) TCLL 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-P 0.11 0.77 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.02 (loc) 1-7 1-7 5 l/defl >999 >851 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=1202/0-5-8, 5=1296/0-5-8 Max Horz 1=-99(LC 19) Max Uplift 1=-578(LC 27), 5=-594(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1604/917, 2-3=-1271/512, 3-4=-1269/513, 4-5=-1649/956 BOT CHORD 1-7=-737/1341, 5-7=-678/1253 WEBS 3-7=-51/1100 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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 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) 1=578, 5=594. 8) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-4-0 for 100.0 plf. 9) Girder carries tie-in span(s): 6-0-0 from 0-0-0 to 15-4-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 1-5=-92(F=-76) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss HRA Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468318 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:02 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-z2N1_K6ndKzhLqE0inRreHy595Hyj5uZ?QYgxOyC3rV Scale = 1:54.7 1 2 3 5 4 6 7 8 9 10 11 3x6 5x8 3x8 3x8 3x8 5x8 2-1-14 -2-0-0 2-0-0 7-4-6 7-4-6 25-9-10 18-5-4 0-4-710-8-50-6-010-2-58-0-12-8-44.80 12 4.80 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [3:Edge,0-1-8] LOADING (psf) TCLL 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-P 0.47 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.20 -0.00 (loc) 2-3 2-3 11 l/defl >637 >455 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E 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 0-5-8. (lb) - Max Horz 2=302(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 4, 6, 7, 8, 9, 10 except 3=-148(LC 8) Max Grav All reactions 250 lb or less at joint(s) 11, 4, 6, 7, 8, 9, 10 except 2=521(LC 1), 3=555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/128 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) * 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 4, 6, 7, 8, 9, 10 except (jt=lb) 3=148. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 3, 4, 6, 7, 8, 9, 10. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 3-11=-70 Trapezoidal Loads (plf) Vert: 2=-69(F=1)-to-3=-150(F=-80) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss HRA1 Truss Type JACK Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468319 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:03 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-RExQBg7POe5Yz_pCFUy4BUVG0VcBSY8jD4HDTryC3rU Scale = 1:51.4 1 2 4 3 5 6 7 8 9 10 3x6 4x8 3x8 3x8 3x8 5x8 7-4-6 7-4-6 25-9-10 18-5-4 0-5-1210-8-50-6-010-2-58-0-12-8-44.80 12 4.80 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [2:Edge,0-1-8] LOADING (psf) TCLL 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-P 0.46 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 -0.00 (loc) 1-2 1-2 10 l/defl >654 >467 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E 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 0-5-8. (lb) - Max Horz 1=284(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 3, 5, 6, 7, 8, 9 except 2=-152(LC 8) Max Grav All reactions 250 lb or less at joint(s) 10, 3, 5, 6, 7, 8, 9 except 1=355(LC 1), 2=552(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/134 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) * 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. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 3, 5, 6, 7, 8, 9 except (jt=lb) 2=152. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 2, 3, 5, 6, 7, 8, 9. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-10=-70 Trapezoidal Loads (plf) Vert: 1=-70-to-2=-151(F=-81) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss HRA2 Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468320 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:04 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-vQUoP0828yDPa8OPpBTJji2ThvyQB?OsSk1n?HyC3rT Scale = 1:51.6 1 2 4 3 5 6 7 8 9 10 3x6 4x6 3x6 3x6 3x6 4x6 7-4-6 7-4-6 25-9-10 18-5-4 0-5-1210-8-50-6-010-2-58-0-12-8-44.80 12 4.80 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10] LOADING (psf) TCLL 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-P 0.34 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 -0.00 (loc) 1-2 1-2 10 l/defl >887 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E 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 0-5-8. (lb) - Max Horz 1=284(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 3, 5, 6, 7, 8, 9 except 2=-128(LC 8) Max Grav All reactions 250 lb or less at joint(s) 10 except 1=284(LC 1), 2=446(LC 1), 3=286(LC 1), 5=311(LC 1), 6=336(LC 1), 7=360(LC 1), 8=385(LC 1), 9=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/95 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) * 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. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 3, 5, 6, 7, 8, 9 except (jt=lb) 2=128. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 2, 3, 5, 6, 7, 8, 9. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Trapezoidal Loads (plf) Vert: 1=-70-to-10=-148(F=-78) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss HRG Truss Type RAFTER Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468321 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:04 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-vQUoP0828yDPa8OPpBTJji2VivyQB?OsSk1n?HyC3rT Scale = 1:13.9 1 2 33x4 3x6 3x4 3x4 2-1-7 4-9-15 4-9-15 -2-0-0 2-0-0 4-9-15 4-9-15 0-4-32-0-110-5-111-3-54.24 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL 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-P 0.21 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=193/Mechanical, 2=358/0-7-6 Max Horz 2=69(LC 4) Max Uplift 3=-51(LC 8), 2=-96(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) * 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. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=-70(F=0)-to-3=-100(F=-30) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss HRG1 Truss Type RAFTER Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468322 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:05 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-Nd2AcL9gvFLGCHzbNv?YGvagSJIfwSe0hOmKYjyC3rS Scale = 1:12.7 1 2 33x4 3x6 3x4 2-1-7 4-1-7 4-1-7 -2-0-0 2-0-0 4-1-7 4-1-7 0-4-31-9-110-5-111-0-54.24 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL 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-P 0.21 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=156/Mechanical, 2=334/0-7-6 Max Horz 2=62(LC 4) Max Uplift 3=-41(LC 8), 2=-93(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) * 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. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=-70(F=0)-to-3=-100(F=-30) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss HRJ Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468323 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:05 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-Nd2AcL9gvFLGCHzbNv?YGvaYrJIfwSe0hOmKYjyC3rS Scale = 1:21.8 1 2 3 3x10 3x10 3x10 3x10 6x10 3x10 2-0-14 -2-0-0 2-0-0 9-5-4 9-5-4 0-4-32-11-100-7-42-2-132-4-53.33 12 3.33 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-1-0,0-3-0] LOADING (psf) TCLL 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-P 0.76 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.47 -0.00 (loc) 2-3 2-3 3 l/defl >339 >242 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 7-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=570/0-5-8, 3=570/0-5-8, 2=608/0-5-8 Max Horz 2=89(LC 4) Max Uplift 3=-137(LC 8), 2=-147(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) * 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=137, 2=147. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=-70(F=0)-to-3=-150(F=-80) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468324 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:06 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-rpcYph9IgZT7qRYnxcWno77sxiWFfvt9v2Wu4AyC3rR Scale = 1:14.1 1 2 3 4 3x4 6-0-0 6-0-0 -1-3-15 1-3-15 2-7-13 2-7-13 0-4-71-8-50-3-86.00 12 LOADING (psf) TCLL 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 0.17 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=46/Mechanical, 2=273/0-5-8, 4=46/Mechanical Max Horz 2=52(LC 8) Max Uplift 3=-21(LC 8), 2=-6(LC 8) Max Grav 3=46(LC 1), 2=273(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468325 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:06 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-rpcYph9IgZT7qRYnxcWno77o5iWFfvt9v2Wu4AyC3rR Scale = 1:18.5 1 2 3 43x4 6-0-0 6-0-0 -1-3-15 1-3-15 5-3-13 5-3-13 0-4-73-0-50-3-86.00 12 LOADING (psf) TCLL 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 0.41 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=159/Mechanical, 2=348/0-5-8, 4=46/Mechanical Max Horz 2=89(LC 8) Max Uplift 3=-56(LC 8), 2=-14(LC 8) Max Grav 3=159(LC 1), 2=348(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468326 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:06 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-rpcYph9IgZT7qRYnxcWno77nLiWFfvt9v2Wu4AyC3rR Scale = 1:25.0 1 2 4 3 53x4 6-0-0 6-0-0 -1-3-15 1-3-15 6-0-0 6-0-0 7-10-13 1-10-13 0-4-74-3-130-4-113-0-84-3-136.00 12 LOADING (psf) TCLL 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 0.46 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-5 2-5 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 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.(lb/size) 2=353/0-5-8, 5=46/Mechanical, 3=338/0-1-8 Max Horz 2=122(LC 8) Max Uplift 3=-103(LC 8) Max Grav 2=353(LC 1), 5=103(LC 3), 3=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468327 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:07 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-J?Aw11AwRtb_Sb6_UK10LKgwu6sUOM7J8iFRccyC3rQ Scale: 3/8"=1' 1 2 6 3 4 5 73x4 6-0-0 6-0-0 -1-3-15 1-3-15 6-0-0 6-0-0 10-6-13 4-6-13 0-4-75-7-130-4-115-0-85-7-136.00 12 LOADING (psf) TCLL 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 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-7 2-7 5 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 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 0-1-8 except (jt=length) 2=0-5-8, 7=Mechanical. (lb) - Max Horz 2=161(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 7, 4, 5 except 2=374(LC 1), 3=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468328 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:07 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-J?Aw11AwRtb_Sb6_UK10LKgwu6sUOM7J8iFRccyC3rQ Scale = 1:38.5 1 2 7 3 4 5 6 83x4 6-0-0 6-0-0 -1-3-15 1-3-15 6-0-0 6-0-0 13-2-13 7-2-13 0-4-76-11-130-4-116-0-86-11-136.00 12 LOADING (psf) TCLL 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 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-8 2-8 6 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 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 0-1-8 except (jt=length) 2=0-5-8, 8=Mechanical. (lb) - Max Horz 2=197(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 4, 5, 6 except 2=374(LC 1), 3=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5, 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5, 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468329 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:08 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-nCkJENBYCAjq3lhA21YFtYC5eWCj7pNSNL?_82yC3rP Scale = 1:45.2 1 2 8 3 4 5 6 7 93x4 6-0-0 6-0-0 -1-3-15 1-3-15 6-0-0 6-0-0 15-10-13 9-10-13 0-4-78-3-130-4-117-0-88-3-136.00 12 LOADING (psf) TCLL 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 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-9 2-9 7 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 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 0-1-8 except (jt=length) 2=0-5-8, 9=Mechanical. (lb) - Max Horz 2=232(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 9, 4, 5, 6 except 2=374(LC 1), 3=260(LC 1), 7=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5, 6, 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5, 6, 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, 7. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J07 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468330 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:09 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-FOIhSjCAzUrhhvGMcl3UQllFNwXysGdbc?kYhUyC3rO Scale = 1:51.9 1 2 5 11 3 4 6 7 8 9 10 12 3x6 3x4 6-0-0 6-0-0 -1-3-15 1-3-15 6-0-0 6-0-0 18-6-13 12-6-13 0-4-79-7-130-4-119-0-89-7-136.00 12 LOADING (psf) TCLL 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 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.01 (loc) 2-12 2-12 10 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 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 0-1-8 except (jt=length) 2=0-5-8, 12=Mechanical. (lb) - Max Horz 2=272(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4, 6, 7, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 4, 6, 7, 8, 9, 10 except 2=374(LC 1), 3=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/70 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 6, 7, 8, 9, 10. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 6, 7, 8, 9, 10. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 6, 7, 8, 9, 10. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J08 Truss Type Jack-Open Qty 8 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468331 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:09 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-FOIhSjCAzUrhhvGMcl3UQllFNwXysGdbc?kYhUyC3rO Scale = 1:57.3 1 2 5 12 3 4 6 7 8 9 10 11 13 3x6 3x4 6-0-0 6-0-0 -1-3-15 1-3-15 6-0-0 6-0-0 20-8-4 14-8-4 0-4-710-8-90-4-1110-0-810-8-96.00 12 LOADING (psf) TCLL 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 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.01 (loc) 2-13 2-13 11 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 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 0-1-8 except (jt=length) 2=0-5-8, 13=Mechanical. (lb) - Max Horz 2=301(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4, 6, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 13, 4, 6, 7, 8, 9, 10, 11 except 2=374(LC 1), 3=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/70 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 6, 7, 8, 9, 10, 11. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 6, 7, 8, 9, 10, 11. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 6, 7, 8, 9, 10, 11. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J09 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468332 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:10 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-kas3f3CokozYJ3rZASajzzIY5KtSbjtlqfU5DxyC3rN Scale = 1:11.1 1 2 3 3x4 2-4-1 2-4-1 2-4-13 0-0-12 5-9-0 3-4-3 2-4-13 2-4-13 5-9-0 3-4-3 0-5-151-8-50-3-86.00 12 LOADING (psf) TCLL 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 0.09 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-3 1-3 2 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=125/Mechanical, 2=80/Mechanical, 3=45/Mechanical Max Horz 1=37(LC 8) Max Uplift 2=-29(LC 8) Max Grav 1=125(LC 1), 2=80(LC 1), 3=101(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J10 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468333 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:10 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-kas3f3CokozYJ3rZASajzzISvKtSbjtlqfU5DxyC3rN Scale = 1:17.9 1 2 33x4 5-0-13 5-0-13 5-9-0 0-8-3 5-0-13 5-0-13 5-9-0 0-8-3 0-5-153-0-50-3-86.00 12 LOADING (psf) TCLL 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 0.49 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-3 1-3 2 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=218/Mechanical, 2=173/Mechanical, 3=45/Mechanical Max Horz 1=74(LC 8) Max Uplift 2=-59(LC 8) Max Grav 1=218(LC 1), 2=173(LC 1), 3=101(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J11 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468334 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:11 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-CmPRtPDRV55PwCQljA5yVAqcljDhKA7u3JDflNyC3rM Scale = 1:24.4 1 3 2 43x4 5-9-0 5-9-0 5-9-0 5-9-0 7-7-13 1-10-13 0-5-154-3-130-4-113-0-84-3-136.00 12 LOADING (psf) TCLL 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 0.54 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-4 1-4 2 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=226/Mechanical, 4=45/Mechanical, 2=350/0-1-8 Max Horz 1=107(LC 8) Max Uplift 2=-106(LC 8) Max Grav 1=226(LC 1), 4=101(LC 3), 2=350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=106. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J12 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468335 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:11 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-CmPRtPDRV55PwCQljA5yVAqaijDhKA7u3JDflNyC3rM Scale = 1:31.2 1 5 2 3 4 63x4 5-9-0 5-9-0 5-9-0 5-9-0 10-3-13 4-6-13 0-5-155-7-130-4-115-0-85-7-136.00 12 LOADING (psf) TCLL 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 0.68 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-6 1-6 4 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 1=Mechanical, 6=Mechanical. (lb) - Max Horz 1=147(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 3, 4 except 2=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J13 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468336 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:12 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-gzzp4lE3GPDGYM?xHtdB2ONlS7Zw3dM2IzzCHpyC3rL Scale = 1:37.9 1 6 2 3 4 5 73x4 5-9-0 5-9-0 5-9-0 5-9-0 12-11-13 7-2-13 0-5-156-11-130-4-116-0-86-11-136.00 12 LOADING (psf) TCLL 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 0.68 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-7 1-7 5 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 1=Mechanical, 7=Mechanical. (lb) - Max Horz 1=182(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 3, 4, 5 except 2=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4, 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 4, 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J14 Truss Type Jack-Open Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468337 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:12 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-gzzp4lE3GPDGYM?xHtdB2ONlS7Zw3dM2IzzCHpyC3rL Scale = 1:44.7 1 7 2 3 4 5 6 83x4 5-9-0 5-9-0 5-9-0 5-9-0 15-7-13 9-10-13 0-5-158-3-130-4-117-0-88-3-136.00 12 LOADING (psf) TCLL 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 0.68 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-8 1-8 6 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 1=Mechanical, 8=Mechanical. (lb) - Max Horz 1=218(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 3, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 3, 4, 5 except 2=271(LC 1), 6=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4, 5, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 4, 5, 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468338 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:13 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-89XCH5Fh1iL7AWa7ra8QabwwCXv9o4cBWdilqGyC3rK Scale = 1:51.4 1 5 2 3 4 6 7 8 9 10 11 3x6 3x4 5-9-0 5-9-0 5-9-0 5-9-0 18-3-13 12-6-13 0-5-159-7-130-4-119-3-39-7-136.00 12 LOADING (psf) TCLL 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 0.68 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.01 (loc) 1-11 1-11 10 l/defl >964 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-1-8 except (jt=length) 10=Mechanical, 1=Mechanical, 11=Mechanical. (lb) - Max Horz 1=258(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 3, 4, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 10, 1, 11, 3, 4, 6, 7, 8, 9 except 2=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/76 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4, 6, 7, 8, 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 3, 4, 6, 7, 8, 9. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 6, 7, 8, 9. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J16 Truss Type Jack-Partial Girder Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468339 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:13 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-89XCH5Fh1iL7AWa7ra8Qabw15XtXo4cBWdilqGyC3rK Scale = 1:18.2 1 2 3 43x4 1-8-10 1-8-10 2-11-11 1-3-2 7-11-8 4-11-13 -1-6-1 1-6-1 1-8-10 1-8-10 2-11-11 1-3-2 0-4-31-4-10-3-84.00 12 LOADING (psf) TCLL 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-P 0.23 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.37 -0.00 (loc) 2-4 2-4 3 l/defl >440 >245 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=55/Mechanical, 2=315/0-5-8, 4=60/Mechanical Max Horz 2=45(LC 4) Max Uplift 3=-19(LC 8), 2=-38(LC 4) Max Grav 3=55(LC 1), 2=315(LC 1), 4=135(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J17 Truss Type Jack-Partial Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468340 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:14 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-cL5aVQGJo0T_ng9KPIff7pS78xEgXXsKlHSJMiyC3rJ Scale = 1:17.8 1 2 3 43x4 5-11-11 5-11-11 7-11-8 1-11-13 -1-6-1 1-6-1 3-2-10 3-2-10 5-11-11 2-9-2 0-4-32-4-10-3-84.00 12 LOADING (psf) TCLL 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 0.54 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.37 -0.00 (loc) 2-4 2-4 3 l/defl >440 >245 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=180/Mechanical, 2=399/0-5-8, 4=60/0-5-8 Max Horz 2=73(LC 4) Max Uplift 3=-51(LC 8), 2=-49(LC 4) Max Grav 3=180(LC 1), 2=399(LC 1), 4=135(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J18 Truss Type JACK Qty 9 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468341 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:14 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-cL5aVQGJo0T_ng9KPIff7pS4kxEgXXsKlHSJMiyC3rJ Scale = 1:17.6 1 2 3 43x4 7-11-8 7-11-8 -1-6-1 1-6-1 7-11-8 7-11-8 0-4-33-0-04.00 12 LOADING (psf) TCLL 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 0.75 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.37 -0.00 (loc) 2-4 2-4 3 l/defl >440 >245 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 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.(lb/size) 3=248/Mechanical, 2=458/0-5-8, 4=60/Mechanical Max Horz 2=89(LC 4) Max Uplift 3=-69(LC 8), 2=-59(LC 4) Max Grav 3=248(LC 1), 2=458(LC 1), 4=135(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J19 Truss Type Jack-Partial Girder Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468342 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:15 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-4YfyimGxZKcrPqkWy?Aug0?O5Lh9G_6U_xBsu8yC3rI Scale = 1:10.2 1 2 3 43x4 1-11-11 1-11-11 2-8-12 0-9-1 2-11-8 0-2-12 -1-3-7 1-3-7 1-1-5 1-1-5 1-11-11 0-10-6 0-4-31-4-10-3-86.00 12 LOADING (psf) TCLL 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-P 0.14 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=214/0-5-8, 4=21/0-5-8, 3=35/Mechanical Max Horz 2=43(LC 8) Max Uplift 2=-18(LC 8), 3=-15(LC 8) Max Grav 2=214(LC 1), 4=48(LC 3), 3=35(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J20 Truss Type JACK Qty 8 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468343 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:15 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-4YfyimGxZKcrPqkWy?Aug0?OpLhZG_6U_xBsu8yC3rI Scale = 1:12.6 1 2 3 43x4 2-11-8 2-11-8 -1-3-7 1-3-7 2-11-8 2-11-8 0-4-31-9-150-4-101-5-51-9-156.00 12 LOADING (psf) TCLL 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 0.16 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=55/0-5-8, 2=246/0-5-8, 4=20/Mechanical Max Horz 2=53(LC 8) Max Uplift 3=-23(LC 8), 2=-22(LC 8) Max Grav 3=55(LC 1), 2=246(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J21 Truss Type Jack-Partial Girder Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468344 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:16 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-YkDKw6HZKdki1_JiWjh7CEYZqk_5?QMdDbxPQayC3rH Scale = 1:10.2 1 2 3 4 3x4 4-0-0 4-0-0 -1-3-7 1-3-7 1-1-5 1-1-5 1-11-11 0-10-6 0-4-31-4-10-3-86.00 12 LOADING (psf) TCLL 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-P 0.14 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=224/0-5-8, 4=31/Mechanical, 3=35/Mechanical Max Horz 2=43(LC 8) Max Uplift 2=-12(LC 8), 3=-15(LC 8) Max Grav 2=224(LC 1), 4=70(LC 3), 3=35(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J22 Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468345 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:16 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-YkDKw6HZKdki1_JiWjh7CEYZAk?6?QMdDbxPQayC3rH Scale = 1:13.9 1 2 3 5 43x4 3-5-8 3-5-8 -1-3-7 1-3-7 3-5-8 3-5-8 0-4-32-0-150-4-101-8-52-0-156.00 12 LOADING (psf) TCLL 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-P 0.18 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=78/0-5-8, 2=275/0-5-8, 4=42/Mechanical Max Horz 2=60(LC 8) Max Uplift 3=-30(LC 8), 2=-21(LC 8) Max Grav 3=78(LC 1), 2=275(LC 1), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 2 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-16 Concentrated Loads (lb) Vert: 5=-31(F) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J23 Truss Type JACK Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468346 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:17 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-0wni7SIB5xsZe7tv4QCMlR4kI8MKktcnRFgzz1yC3rG Scale = 1:13.9 1 2 3 43x4 3-5-8 3-5-8 -1-3-7 1-3-7 3-5-8 3-5-8 0-4-32-0-150-4-101-8-52-0-156.00 12 LOADING (psf) TCLL 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 0.16 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=78/0-5-8, 2=262/0-5-8, 4=24/Mechanical Max Horz 2=60(LC 8) Max Uplift 3=-30(LC 8), 2=-20(LC 8) Max Grav 3=78(LC 1), 2=262(LC 1), 4=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J24 Truss Type JACK Qty 5 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468347 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:17 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-0wni7SIB5xsZe7tv4QCMlR4ls8OgktcnRFgzz1yC3rG Scale = 1:10.2 1 2 3 43x4 2-0-0 2-0-0 -1-3-7 1-3-7 2-0-0 2-0-0 0-4-31-4-30-4-40-11-151-4-36.00 12 LOADING (psf) TCLL 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 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=208/0-5-8, 4=15/Mechanical, 3=34/0-5-8 Max Horz 2=42(LC 8) Max Uplift 2=-22(LC 8), 3=-15(LC 8) Max Grav 2=208(LC 1), 4=34(LC 3), 3=34(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J25 Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468348 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:18 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-V7L5LoJqrF_QGHS5e8jbHfduzYgiTKswgvQWVTyC3rF Scale = 1:16.3 1 2 3 43x4 4-5-8 4-5-8 -1-3-7 1-3-7 4-5-8 4-5-8 0-4-32-6-150-4-122-2-32-6-156.00 12 LOADING (psf) TCLL 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 0.23 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=120/0-5-8, 2=298/0-5-8, 4=32/Mechanical Max Horz 2=74(LC 8) Max Uplift 3=-43(LC 8), 2=-18(LC 8) Max Grav 3=120(LC 1), 2=298(LC 1), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J26 Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468349 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:18 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-V7L5LoJqrF_QGHS5e8jbHfdthYgiTKswgvQWVTyC3rF Scale = 1:15.7 1 2 33x4 4-5-8 4-5-8 4-5-8 4-5-8 0-4-32-6-150-4-122-2-32-6-156.00 12 LOADING (psf) TCLL 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 0.31 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=172/0-5-8, 2=140/0-5-8, 3=32/Mechanical Max Horz 1=60(LC 8) Max Uplift 2=-47(LC 8) Max Grav 1=172(LC 1), 2=140(LC 1), 3=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J27 Truss Type GABLE Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468350 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:19 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-zJuTY8JScY6HuR1HBrFqqs90cy_lCn54vZ941vyC3rE Scale = 1:23.3 1 2 3 43x4 2x4 2x4 2x4 2x4 5-4-4 5-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 0-4-73-11-58.00 12 LOADING (psf) TCLL 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 0.42 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 -0.00 (loc) 2-4 2-4 3 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=161/Mechanical, 2=307/0-5-8, 4=39/Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-70(LC 8) Max Grav 3=161(LC 1), 2=307(LC 1), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) Gable studs spaced at 1-4-0 oc. 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) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J28 Truss Type JACK Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468351 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:19 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-zJuTY8JScY6HuR1HBrFqqs90cy_lCn54vZ941vyC3rE Scale = 1:23.3 1 2 3 43x4 5-4-4 5-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 0-4-73-11-58.00 12 LOADING (psf) TCLL 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 0.42 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 -0.00 (loc) 2-4 2-4 3 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=161/Mechanical, 2=307/0-5-8, 4=39/Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-70(LC 8) Max Grav 3=161(LC 1), 2=307(LC 1), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss J29 Truss Type JACK Qty 3 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468352 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:19 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-zJuTY8JScY6HuR1HBrFqqs91zy0yCn54vZ941vyC3rE Scale = 1:22.6 1 4 2 3 3x6 4-11-0 4-11-0 4-11-0 4-11-0 0-7-153-11-58.00 12 LOADING (psf) TCLL 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-R 0.34 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=195/0-5-8, 2=144/Mechanical, 3=51/Mechanical Max Horz 4=80(LC 8) Max Uplift 2=-58(LC 8) Max Grav 4=195(LC 1), 2=144(LC 1), 3=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss S01 Truss Type Jack-Open Qty 4 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468353 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:20 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-RVSrlUK4NsE7VbcUlZm3N4iGpLQOxELD7DvdZMyC3rD Scale = 1:10.4 1 2 3 4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 1-5-10 1-5-10 0-4-71-4-30-3-88.00 12 LOADING (psf) TCLL 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 0.08 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=22/Mechanical, 2=165/0-5-8, 4=15/Mechanical Max Horz 2=43(LC 8) Max Uplift 3=-14(LC 8), 2=-12(LC 8) Max Grav 3=24(LC 15), 2=165(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss S02 Truss Type Jack-Open Qty 4 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468354 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:21 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-vi0DzqLi8AM_7lBgJGHIvHFR_lmaghbMMteA6oyC3rC Scale = 1:15.5 1 2 3 43x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 2-11-10 0-11-10 0-4-72-4-30-5-31-11-02-4-38.00 12 LOADING (psf) TCLL 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 0.11 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=87/Mechanical, 2=202/0-5-8, 4=16/Mechanical Max Horz 2=70(LC 8) Max Uplift 3=-38(LC 8), 2=-10(LC 8) Max Grav 3=87(LC 1), 2=202(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss S03 Truss Type Jack-Open Qty 2 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468355 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:21 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-vi0DzqLi8AM_7lBgJGHIvHFRslmaghbMMteA6oyC3rC Scale = 1:10.2 1 2 3 43x4 2-0-0 2-0-0 -1-3-7 1-3-7 1-11-11 1-11-11 0-4-31-4-10-11-61-4-06.00 12 LOADING (psf) TCLL 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 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=35/Mechanical, 2=209/0-5-8, 4=16/Mechanical Max Horz 2=43(LC 8) Max Uplift 3=-15(LC 8), 2=-21(LC 8) Max Grav 3=35(LC 1), 2=209(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss S04 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468356 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:21 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-vi0DzqLi8AM_7lBgJGHIvHFRalmdghbMMteA6oyC3rC Scale = 1:7.8 1 2 3 4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 1-3-10 1-3-10 0-4-31-0-00-3-86.00 12 LOADING (psf) TCLL 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 0.07 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=13/Mechanical, 2=163/0-5-8, 4=15/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 8), 2=-15(LC 8) Max Grav 3=13(LC 1), 2=163(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss S05 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468357 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:22 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-NuabA9MKvTUrlvmstzoXSVncF95pP8rWbXOkeEyC3rB Scale = 1:11.2 1 2 3 43x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 2-7-10 0-7-10 0-4-31-8-00-4-111-3-51-8-06.00 12 LOADING (psf) TCLL 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 0.08 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=73/Mechanical, 2=192/0-5-8, 4=16/Mechanical Max Horz 2=48(LC 8) Max Uplift 3=-26(LC 8), 2=-17(LC 8) Max Grav 3=73(LC 1), 2=192(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 Job B1804190 Truss S06 Truss Type Jack-Open Qty 1 Ply 1 2786 Plan 2 Car w/shop Job Reference (optional) K5468358 8.230 s Nov 17 2018 MiTek Industries, Inc. Wed Dec 5 08:33:22 2018 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:14W6xmau61Lhg?Lq1?HfkpyNXMF-NuabA9MKvTUrlvmstzoXSVnaf95pP8rWbXOkeEyC3rB Scale = 1:14.7 1 2 3 43x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-11-10 1-11-10 0-4-32-4-00-4-111-11-52-4-06.00 12 LOADING (psf) TCLL 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 0.24 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=125/Mechanical, 2=234/0-5-8, 4=16/Mechanical Max Horz 2=66(LC 8) Max Uplift 3=-42(LC 8), 2=-21(LC 8) Max Grav 3=125(LC 1), 2=234(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 December 5,2018 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.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 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.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.