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HomeMy WebLinkAboutTRUSS SPECS REVISED ENGINEERED - 18-00488 - 395 Eagle Summit St n- New SFRRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West-Idaho Falls, ID. Pages or sheets covered by this seal: R56422124 thru R56422177 My license renewal date for the state of Idaho is January 31, 2020. Idaho COA: 853 18-080233T 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: PACKER RESIDENCE MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 MiTek USA, Inc. December 11,2018 Hernandez, Marcos Job 18-080233T Truss A1GD Truss Type HIP GIRDER Qty 1 Ply 3 PACKER RESIDENCE Job Reference (optional) R56422124 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:42 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-qbHvsVUM9H5pcxcVxfI882B7YBIbuRcG6lLNjOyAC7d Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 8x12 5x8 8x12 MT20HS 12x12 4x5 4x5 5x6 3x6 4x5 7x10 2x4 7x10 8x12 2x4 8x12 5x8 8x12 3x6 4x5 2x4 3x6 6x12 3x6 Special Special SpecialSpecial SpecialSpecial Special Special Special SpecialSpecial Special Special Special Special Special Special Special 2-11-8 2-11-8 7-3-12 4-4-4 11-2-0 3-10-4 11-8-0 0-6-0 17-6-4 5-10-4 22-9-11 5-3-7 28-10-8 6-0-13 34-9-8 5-11-1 40-4-8 5-7-0 45-11-8 5-7-0 -1-6-0 1-6-0 2-11-8 2-11-8 7-3-12 4-4-4 11-2-0 3-10-4 11-8-0 0-6-0 17-6-4 5-10-4 22-9-11 5-3-7 28-10-8 6-0-13 34-9-8 5-11-1 38-6-3 3-8-11 42-2-13 3-8-11 45-11-8 3-8-11 0- 5 - 0 5- 1 0 - 3 6- 0 - 0 0- 5 - 0 0- 7 - 4 5- 1 0 - 3 6.00 12 2.90 12 Plate Offsets (X,Y)-- [2:0-0-0,0-10-12], [2:0-6-0,0-3-13], [5:0-8-6,Edge], [7:0-5-0,0-4-8], [9:0-8-6,Edge], [12:0-1-7,0-0-8], [14:0-6-0,0-6-0], [16:0-6-0,0-6-0], [19:0-3-8,0-4-12], [21:0-5-12,0-6-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.62 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.67 0.20 0.29 (loc) 16-17 16-17 12 16-17 l/defl >999 >823 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 1035 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-7,7-9: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* 2-22: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* 5-17,7-15,9-15: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 7-17: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 5-0-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=6516/Mechanical, 2=6151/0-5-8 Max Horz 2=123(LC 10) Max Uplift 12=-2036(LC 11), 2=-1946(LC 10) Max Grav 12=6726(LC 28), 2=6388(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19199/5832, 3-4=-15861/4796, 4-5=-14971/4519, 5-6=-16428/4867, 6-7=-16451/4871, 7-8=-15128/4448, 8-9=-15139/4451, 9-10=-12637/3770, 10-11=-13512/4060, 11-12=-13611/4101 BOT CHORD 20-21=-5061/16415, 19-20=-4286/14197, 17-19=-3988/13446, 16-17=-4806/16564, 15-16=-4795/16530, 14-15=-3233/11371, 13-14=-3392/11677, 12-13=-3631/12164, 2-21=-5255/17082 WEBS 4-20=-293/1135, 4-19=-1528/384, 5-17=-1150/3901, 6-17=-1158/273, 7-17=-330/310, 7-16=-295/584, 7-15=-1858/658, 8-15=-1212/281, 9-15=-1535/5096, 9-14=-624/2181, 10-14=-1088/248, 10-13=-283/1239, 11-13=-514/151, 3-21=-738/2583, 3-20=-2625/793, 5-19=-1252/3916 NOTES- 1) 3-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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding.Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A1GD Truss Type HIP GIRDER Qty 1 Ply 3 PACKER RESIDENCE Job Reference (optional) R56422124 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:43 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-InrH3rV_vbDgD4BiVMpNgFkIIbeqdusQKP5xFqyAC7c NOTES- 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2036 lb uplift at joint 12 and 1946 lb uplift at joint 2. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1963 lb down and 723 lb up at 11-2-0, 357 lb down and 154 lb up at 13-2-12, 357 lb down and 154 lb up at 15-2-12, 357 lb down and 154 lb up at 17-2-12, 357 lb down and 154 lb up at 19-2-12, 357 lb down and 154 lb up at 21-2-12, 357 lb down and 154 lb up at 22-11-12, 357 lb down and 154 lb up at 24-8-12, 357 lb down and 154 lb up at 26-8-12, 357 lb down and 154 lb up at 28-8-12, 357 lb down and 154 lb up at 30-8-12, 357 lb down and 154 lb up at 32-8-12, 357 lb down and 154 lb up at 34-8-12, 357 lb down and 118 lb up at 36-8-12, 357 lb down and 118 lb up at 38-8-12, 357 lb down and 118 lb up at 40-8-12, and 357 lb down and 118 lb up at 42-8-12, and 357 lb down and 118 lb up at 44-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-5=-84, 5-9=-84, 9-12=-84, 12-21=-14, 2-21=-14 Concentrated Loads (lb) Vert: 17=-357(F) 19=-1963(F) 16=-357(F) 15=-357(F) 14=-357(F) 25=-357(F) 26=-357(F) 27=-357(F) 28=-357(F) 29=-357(F) 30=-357(F) 31=-357(F) 32=-357(F) 33=-357(F) 34=-357(F) 35=-357(F) 36=-357(F) 37=-357(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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss A2 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422125 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:45 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-EAz2UXWERCTOTOL4cnrrmgpbCPFg5i1joja2KjyAC7a Scale = 1:89.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 5x8 12x16 MT18HS 5x12 MT20HS8x12 MT20HS 3x4 3x4 5x6 3x8 7x10 7x10 4x8 5x12 MT20HS 7x10 8x12 5x8 5x8 3x6 3x6 2x4 6x12 2x4 2-10-12 2-10-12 2-11-8 0-0-12 7-5-5 4-5-13 11-8-0 4-2-11 13-10-0 2-2-0 19-10-9 6-0-9 26-0-15 6-2-6 32-1-8 6-0-9 39-4-14 7-3-6 45-11-8 6-6-10 -1-6-0 1-6-0 2-11-8 2-11-8 7-5-5 4-5-13 11-8-0 4-2-11 13-10-0 2-2-0 19-10-9 6-0-9 26-0-15 6-2-6 32-1-8 6-0-9 36-11-5 4-9-13 41-5-12 4-6-6 45-11-8 4-5-12 0- 5 - 0 7- 2 - 3 7- 4 - 0 0- 5 - 0 0- 7 - 4 7- 2 - 3 6.00 12 2.90 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [4:0-4-0,0-3-4], [6:0-0-15,Edge], [8:0-5-0,0-4-8], [9:0-8-6,Edge], [12:0-0-10,Edge], [14:0-4-0,0-3-0], [16:0-6-0,0-3-0], [19:0-3-0,0-4-12], [21:0-5-12,0-5-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.92 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.73 0.34 0.21 (loc) 15-16 15-16 12 16 l/defl >999 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 286 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 6-8,8-9: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 19-21,2-21,2-22: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* 17-19,7-17,7-15,9-15: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-1-2 oc purlins, except 2-0-0 oc purlins (3-7-10 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 7-15 REACTIONS.(lb/size) 12=2235/Mechanical, 2=2391/0-5-8 Max Horz 2=147(LC 14) Max Uplift 12=-342(LC 11), 2=-388(LC 10) Max Grav 12=2660(LC 29), 2=2925(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7735/1022, 3-4=-5448/733, 4-5=-4558/672, 5-6=-4454/698, 6-7=-3563/555, 7-8=-4610/682, 8-9=-4620/685, 9-10=-4054/607, 10-11=-4688/629, 11-12=-5126/657 BOT CHORD 20-21=-950/6436, 19-20=-670/4781, 5-19=-391/124, 17-18=-79/446, 16-17=-601/4602, 15-16=-601/4602, 14-15=-394/3624, 13-14=-461/3812, 12-13=-528/4405, 2-21=-994/6765 WEBS 3-20=-1680/318, 4-20=-51/605, 4-19=-1358/260, 17-19=-417/3337, 6-19=-366/2220, 6-17=-499/189, 7-17=-1569/282, 7-16=0/265, 7-15=-258/287, 8-15=-1052/224, 9-15=-272/1498, 9-14=-109/779, 10-14=-973/236, 10-13=-70/535, 11-13=-494/162, 3-21=-151/1295 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 6 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Refer to girder(s) for truss to truss connections. 11) 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. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A2 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422125 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:45 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-EAz2UXWERCTOTOL4cnrrmgpbCPFg5i1joja2KjyAC7a NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 12 and 388 lb uplift at joint 2. 13) 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss A3 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422126 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:47 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-BZ5ovDYUzqj6iiVTkCtJr5uugCw5ZgH?F138ObyAC7Y Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 5x8 5x8 5x6 10x20 MT20HS 12x12 3x4 3x4 5x6 3x6 7x10 10x12 MT20HS 5x8 4x8 4x8 3x6 5x12 MT20HS 3x6 2x4 4x5 6x8 5x8 3x6 5x8 2-11-8 2-11-8 7-5-5 4-5-13 11-8-0 4-2-11 16-6-0 4-10-0 22-11-12 6-5-12 29-5-8 6-5-12 35-3-9 5-10-1 40-9-7 5-5-14 45-11-8 5-2-2 -1-6-0 1-6-0 2-11-8 2-11-8 7-5-5 4-5-13 11-8-0 4-2-11 16-6-0 4-10-0 22-11-12 6-5-12 29-5-8 6-5-12 35-3-9 5-10-1 40-9-7 5-5-14 45-11-8 5-2-2 0- 5 - 0 8- 6 - 3 8- 8 - 0 0- 5 - 0 0- 7 - 4 8- 6 - 3 6.00 12 2.90 12 Plate Offsets (X,Y)-- [2:0-2-2,0-1-5], [4:0-4-0,0-3-0], [6:0-6-4,0-1-0], [8:0-4-6,Edge], [10:0-3-0,Edge], [12:0-0-0,0-0-13], [12:0-5-0,0-0-5], [14:0-5-12,0-3-0], [16:0-4-0,0-3-0], [21:0-10-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.92 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.72 0.35 0.21 (loc) 5 16-17 12 5 l/defl >999 >758 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 296 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 6-8: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 19-21,2-21: 2x8 DF 1950F 1.7E or 2x8 DF SS 2-22: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-20,4-20,4-19,9-14,11-14,11-13,3-21: 2x4 DF Stud/Std WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (4-8-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 1 Row at midpt 6-17, 7-17, 7-15, 9-15 REACTIONS.(lb/size) 12=2235/Mechanical, 2=2391/0-5-8 Max Horz 2=168(LC 14) Max Uplift 12=-435(LC 11), 2=-483(LC 10) Max Grav 12=2939(LC 29), 2=3115(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8587/1290, 3-4=-6398/971, 4-5=-5085/817, 5-6=-5043/909, 6-7=-3255/636, 7-8=-3284/647, 8-9=-3869/673, 9-11=-4853/762, 11-12=-5749/840 BOT CHORD 20-21=-1216/7285, 19-20=-894/5622, 5-19=-568/173, 17-18=-94/612, 16-17=-430/3424, 15-16=-430/3424, 14-15=-508/4189, 13-14=-683/4952, 12-13=-683/4952, 2-21=-1256/7566 WEBS 3-20=-1678/327, 4-20=-84/774, 4-19=-1487/283, 17-19=-353/2674, 6-19=-418/2187, 6-17=-316/422, 7-17=-859/197, 7-16=0/325, 7-15=-838/191, 8-15=-160/1116, 9-15=-1228/269, 9-14=-38/449, 11-14=-850/194, 3-21=-137/1097 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates 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, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) 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.Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A3 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422126 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:47 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-BZ5ovDYUzqj6iiVTkCtJr5uugCw5ZgH?F138ObyAC7Y NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 12 and 483 lb uplift at joint 2. 12) 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss A4 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422127 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:49 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-7xCZKualVR_qy?frrdwnwW_Ho0j21eGIjLYFTUyAC7W Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 5x8 8x12 5x6 8x12 4x8 4x8 4x5 3x6 2x4 4x8 5x6 4x8 4x5 3x6 3x6 5x6 4x8 3x6 2x4 5x6 8x12 4x8 4x8 4x5 6-7-11 6-7-11 10-11-0 4-3-5 11-2-8 0-3-8 19-0-7 7-9-15 19-2-0 0-1-9 26-9-8 7-7-8 26-11-1 0-1-9 34-9-1 7-10-0 34-10-13 0-1-12 35-0-9 0-1-12 39-4-0 4-3-6 45-11-8 6-7-9 -1-6-0 1-6-0 6-7-11 6-7-11 10-11-0 4-3-5 14-6-0 3-7-0 19-2-0 4-8-0 26-9-8 7-7-8 31-5-8 4-8-0 34-9-1 3-3-9 34-10-13 0-1-12 39-4-0 4-5-2 45-11-8 6-7-9 47-5-8 1-6-0 0- 5 - 0 9- 1 0 - 3 10 - 0 - 0 0- 5 - 0 9- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-4-0], [5:0-3-0,0-3-0], [7:0-4-6,Edge], [8:0-8-6,Edge], [10:0-3-0,0-3-0], [13:0-0-2,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.51 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.52 0.19 0.13 (loc) 18 16-18 13 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 311 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-8: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-22,4-21,5-21,10-16,11-16,11-15: 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E 3-2-10, Right 2x6 DF SS or 1800F 1.6E 3-2-9 BRACING- TOP CHORD Sheathed or 2-4-1 oc purlins, except 2-0-0 oc purlins (4-0-8 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 1 Row at midpt 8-19, 6-19, 9-18 REACTIONS.(lb/size) 13=2380/0-5-8, 2=2380/0-5-8 Max Horz 2=181(LC 14) Max Uplift 13=-477(LC 11), 2=-477(LC 10) Max Grav 13=3217(LC 29), 2=3217(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5969/785, 4-5=-5279/730, 5-6=-5222/808, 6-7=-3954/618, 7-8=-3409/594, 8-9=-3951/618, 9-10=-5225/808, 10-11=-5282/730, 11-13=-5969/786 BOT CHORD 2-22=-766/5159, 21-22=-766/5159, 19-21=-516/4080, 18-19=-277/3406, 16-18=-335/4080, 15-16=-586/5159, 13-15=-586/5159 WEBS 4-21=-720/190, 5-21=-528/148, 7-19=-124/1175, 8-19=-464/470, 8-18=-181/1173, 6-19=-1238/293, 9-18=-1243/293, 10-16=-529/148, 11-16=-718/191, 6-21=-226/1167, 9-16=-227/1173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 13 and 477 lb uplift at joint 2. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A5 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422128 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-b8mxXEaNGl6gZ9E2PKR0TkWO2Q12m3YSx?Ho?wyAC7V Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6x8 6x8 6x8 4x12 3x6 2x4 5x8 5x8 3x8 5x6 5x6 3x8 5x8 5x8 3x6 2x4 4x5 6x8 4x12 6-7-11 6-7-11 10-11-0 4-3-5 19-0-7 8-1-7 21-10-0 2-9-9 22-11-12 1-1-12 24-1-8 1-1-12 26-11-1 2-9-9 34-10-13 7-11-12 35-0-9 0-1-12 39-4-0 4-3-6 45-11-8 6-7-9 -1-6-0 1-6-0 6-7-11 6-7-11 16-5-0 9-9-5 21-10-0 5-5-0 24-1-8 2-3-8 29-6-8 5-5-0 34-10-13 5-4-5 39-4-0 4-5-2 45-11-8 6-7-9 47-5-8 1-6-0 0- 5 - 0 11 - 2 - 3 11 - 4 - 0 0- 5 - 0 11 - 2 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-2-0], [4:0-4-0,0-3-4], [6:0-4-6,Edge], [7:0-4-6,Edge], [9:0-4-0,0-3-4], [11:0-1-10,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.59 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.65 0.20 0.15 (loc) 18-20 18-20 11 18-20 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 316 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-21,3-20,4-20,9-14,10-14,10-13: 2x4 DF Stud/Std WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-3-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 1 Row at midpt 5-18, 8-16, 6-17, 7-17 REACTIONS.(lb/size) 11=2380/0-5-8, 2=2380/0-5-8 Max Horz 2=-206(LC 15) Max Uplift 11=-461(LC 11), 2=-461(LC 10) Max Grav 11=3348(LC 29), 2=3348(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6348/755, 3-4=-5801/700, 4-5=-5813/802, 5-6=-4488/623, 6-7=-3510/516, 7-8=-4508/627, 8-9=-5815/801, 9-10=-5802/699, 10-11=-6349/755 BOT CHORD 2-21=-764/5515, 20-21=-764/5515, 18-20=-451/4315, 17-18=-265/3519, 16-17=-233/3477, 14-16=-303/4315, 13-14=-561/5516, 11-13=-561/5516 WEBS 3-20=-571/192, 4-20=-687/186, 5-20=-290/1355, 5-18=-1413/369, 8-16=-1496/382, 8-14=-290/1356, 9-14=-690/186, 10-14=-570/194, 6-18=-294/1460, 7-16=-307/1543, 6-17=-551/372, 7-17=-314/607 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 461 lb uplift at joint 11 and 461 lb uplift at joint 2. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A6 Truss Type Common Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422129 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:51 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-3KKJlab?12EXBJoEz2yF?x3ZmpPXVPNbAf1MXMyAC7U Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 5x6 4x5 5x6 3x6 2x4 6x8 5x6 5x8 3x6 4x5 3x6 5x6 3x8 3x6 2x4 5x6 5x6 6-7-11 6-7-11 10-11-0 4-3-5 11-1-12 0-2-12 19-0-7 7-10-11 26-11-1 7-10-11 34-10-13 7-11-12 39-4-0 4-5-2 45-11-8 6-7-9 -1-6-0 1-6-0 6-7-11 6-7-11 11-1-12 4-6-1 16-5-0 5-3-4 22-11-12 6-6-12 29-6-8 6-6-12 34-10-13 5-4-5 39-4-0 4-5-2 45-11-8 6-7-9 47-5-8 1-6-0 0- 5 - 0 11 - 1 0 - 1 4 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-0-0,0-1-1] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.51 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.08 0.08 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-19,3-18,4-18,8-13,9-13,9-12: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-16, 7-15 REACTIONS.(lb/size) 18=3128/0-5-8, 10=1635/0-5-8 Max Horz 18=216(LC 14) Max Uplift 18=-614(LC 10), 10=-379(LC 11) Max Grav 18=3132(LC 17), 10=1866(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-246/1044, 3-4=-307/1527, 4-5=-216/1633, 5-6=-936/317, 6-7=-1867/462, 7-8=-2604/615, 8-9=-2639/519, 9-10=-3141/573 BOT CHORD 2-19=-810/301, 18-19=-810/301, 16-18=-202/539, 15-16=0/1020, 13-15=-89/1830, 12-13=-400/2661, 10-12=-400/2661 WEBS 3-18=-636/229, 4-18=-346/171, 5-18=-2810/428, 5-16=-75/922, 6-16=-812/149, 6-15=-340/1365, 7-15=-1234/408, 7-13=-281/869, 8-13=-344/172, 9-13=-497/199 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 18 and 379 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A7 Truss Type Common Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422130 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-XWuhywcdoMMOpTNQXlTUY9bmrDkiEvwlPJmv4pyAC7T Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 5x6 4x5 3x4 3x4 3x4 3x4 5x6 3x6 2x4 4x8 6x12 6x8 6x12 6x12 3x6 5x6 3x6 2x4 5x6 3x6 5x6 6-7-11 6-7-11 10-11-0 4-3-5 11-1-12 0-2-12 13-4-8 2-2-12 19-0-7 5-7-15 25-11-0 6-10-9 26-11-1 1-0-1 34-10-13 7-11-12 35-0-9 0-1-12 39-4-0 4-3-6 45-11-8 6-7-9 -1-6-0 1-6-0 6-7-11 6-7-11 11-1-12 4-6-1 13-4-8 2-2-12 16-5-0 3-0-8 22-11-12 6-6-12 25-11-0 2-11-4 29-6-8 3-7-8 34-10-13 5-4-5 39-4-0 4-5-2 45-11-8 6-7-9 47-5-8 1-6-0 0- 5 - 0 11 - 1 0 - 1 4 0- 5 - 0 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [12:0-0-0,0-1-1] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.51 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.09 0.08 (loc) 15 15-17 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-21: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 7-18,15-18,9-18,9-15,6-19,7-19,6-20: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-18 WEBS 1 Row at midpt 4-22, 7-19, 6-20 REACTIONS.(lb/size) 22=3128/0-5-8, 12=1635/0-5-8 Max Horz 22=216(LC 10) Max Uplift 22=-614(LC 10), 12=-379(LC 11) Max Grav 22=3132(LC 17), 12=1866(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-247/1039, 3-4=-303/1533, 4-5=-211/732, 5-6=-199/878, 6-7=-1007/294, 7-8=-1837/463, 8-9=-1861/402, 9-10=-2643/619, 10-11=-2645/516, 11-12=-3136/573 BOT CHORD 2-23=-803/301, 22-23=-803/301, 19-20=-229/572, 18-19=0/1103, 8-18=-443/111, 14-15=-400/2655, 12-14=-400/2655 WEBS 3-22=-653/230, 20-22=-1454/443, 4-20=-219/1619, 7-18=-378/1606, 15-18=-100/1815, 9-18=-878/334, 9-15=-275/731, 10-15=-381/194, 11-15=-482/198, 4-22=-2061/375, 6-19=-96/898, 7-19=-787/164, 6-20=-2197/329 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 22 and 379 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A7A Truss Type COMMON Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422131 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:54 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-Uv0SNcdtKzc62nXpeAVydZh7a1OmipK1sdF08hyAC7R Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 5x6 4x5 3x4 3x4 3x4 3x4 5x6 3x6 2x4 4x8 6x12 6x8 6x12 6x12 3x6 5x6 3x6 2x4 5x6 3x6 5x6 6-7-11 6-7-11 10-11-0 4-3-5 11-1-12 0-2-12 13-4-8 2-2-12 19-0-7 5-7-15 25-11-0 6-10-9 26-11-1 1-0-1 34-10-13 7-11-12 35-0-9 0-1-12 39-4-0 4-3-6 45-11-8 6-7-9 -1-6-0 1-6-0 6-7-11 6-7-11 11-1-12 4-6-1 13-4-8 2-2-12 16-5-0 3-0-8 22-11-12 6-6-12 25-11-0 2-11-4 29-6-8 3-7-8 34-10-13 5-4-5 39-4-0 4-5-2 45-11-8 6-7-9 0- 5 - 0 11 - 1 0 - 1 4 0- 5 - 0 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [12:0-0-0,0-1-1] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.60 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.09 0.08 (loc) 14-16 14-16 12 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-20: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 7-17,14-17,9-17,9-14,6-18,7-18,6-19: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-17 WEBS 1 Row at midpt 4-21, 7-18, 6-19 REACTIONS.(lb/size) 21=3132/0-5-8, 12=1481/0-5-8 Max Horz 21=228(LC 14) Max Uplift 21=-614(LC 10), 12=-330(LC 11) Max Grav 21=3132(LC 1), 12=1711(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-247/1039, 3-4=-303/1533, 4-5=-208/741, 5-6=-196/884, 6-7=-1011/299, 7-8=-1844/469, 8-9=-1869/408, 9-10=-2660/625, 10-11=-2663/523, 11-12=-3180/590 BOT CHORD 2-22=-803/301, 21-22=-803/301, 18-19=-223/575, 17-18=0/1107, 8-17=-442/111, 13-14=-440/2699, 12-13=-440/2699 WEBS 3-21=-653/230, 19-21=-1454/429, 4-19=-224/1622, 7-17=-382/1614, 14-17=-127/1823, 9-17=-885/335, 9-14=-276/741, 10-14=-375/191, 11-14=-519/212, 4-21=-2057/380, 6-18=-96/900, 7-18=-789/164, 6-19=-2174/328 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 21 and 330 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A8 Truss Type Common Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422132 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:55 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-y5aqayeV5Hkzgw6?Ct1B9nDEORmNREmB5H?Zg8yAC7Q Scale = 1:75.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 5x6 3x6 2x4 3x4 1.5x4 5x8 5x6 5x8 3x6 3x6 3x4 5x6 5x8 6x8 3x6 3x6 6-7-11 6-7-11 10-11-0 4-3-5 19-0-7 8-1-7 26-11-1 7-10-11 34-10-13 7-11-12 35-0-9 0-1-12 41-5-8 6-4-15 -1-6-0 1-6-0 6-7-11 6-7-11 16-5-0 9-9-5 22-11-12 6-6-12 29-6-8 6-6-12 34-10-13 5-4-5 41-5-8 6-6-11 0- 5 - 0 11 - 1 0 - 1 4 2- 8 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [4:0-3-0,0-3-0], [8:0-3-0,0-3-4], [9:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.45 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.03 0.04 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-17,3-16,4-16,9-10,8-11,9-11: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-14, 7-13 REACTIONS.(lb/size) 10=1233/0-5-8, 16=2948/0-5-8 Max Horz 16=284(LC 10) Max Uplift 10=-268(LC 11), 16=-596(LC 10) Max Grav 10=1496(LC 18), 16=2948(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-246/1044, 3-4=-307/1527, 4-5=-215/1601, 5-6=-756/277, 6-7=-1466/380, 7-8=-1641/434, 8-9=-1674/299, 9-10=-1454/288 BOT CHORD 2-17=-810/301, 16-17=-810/301, 14-16=-225/414, 13-14=-11/800, 11-13=-114/1349 WEBS 3-16=-637/229, 4-16=-345/171, 5-16=-2558/406, 5-14=-71/812, 6-14=-700/146, 6-13=-254/944, 7-13=-818/321, 7-11=-149/261, 8-11=-511/259, 9-11=-184/1417 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 10 and 596 lb uplift at joint 16. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A8A Truss Type COMMON Qty 3 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422133 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:56 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-QI7CoHf8sbsqH4hCmbYQi_mQqq8GAl0KKxk7DayAC7P Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 5x6 3x6 2x4 2x4 2x4 3x4 3x6 3x4 1.5x4 4x8 6x12 6x8 6x12 6x12 3x4 5x8 6x8 5x6 3x4 2x4 6-7-11 6-7-11 10-11-0 4-3-5 11-1-12 0-2-12 13-4-8 2-2-12 19-0-7 5-7-15 25-11-0 6-10-9 26-11-1 1-0-1 34-10-13 7-11-12 35-0-9 0-1-12 40-6-14 5-6-5 41-5-8 0-10-10 -1-6-0 1-6-0 6-7-11 6-7-11 11-1-12 4-6-1 13-4-8 2-2-12 16-5-0 3-0-8 22-11-12 6-6-12 25-11-0 2-11-4 29-6-8 3-7-8 34-10-13 5-4-5 40-6-14 5-8-1 41-5-8 0-10-10 0- 5 - 0 11 - 1 0 - 1 4 2- 8 - 0 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [10:0-4-0,0-3-0], [11:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.34 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.26 0.04 0.04 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-19: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* 7-16,13-16,9-16,9-13,6-17,7-17,6-18: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-16 WEBS 1 Row at midpt 9-13, 4-20, 7-17, 6-18 REACTIONS.(lb/size) 20=2948/0-5-8, 12=1233/0-5-8 Max Horz 20=284(LC 10) Max Uplift 20=-596(LC 10), 12=-268(LC 11) Max Grav 20=2948(LC 1), 12=1496(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-247/1039, 3-4=-304/1534, 4-5=-200/817, 5-6=-188/937, 6-7=-785/266, 7-8=-1446/401, 8-9=-1460/335, 9-10=-1689/443, 10-11=-1684/298, 11-12=-1458/285 BOT CHORD 2-21=-803/301, 20-21=-803/301, 17-18=-255/416, 16-17=-13/862, 8-16=-468/123 WEBS 3-20=-654/230, 18-20=-1448/365, 4-18=-230/1460, 7-16=-306/1208, 13-16=-124/1318, 9-16=-491/241, 10-13=-549/281, 11-13=-185/1441, 4-20=-1877/387, 6-17=-88/794, 7-17=-684/155, 6-18=-2010/307 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 20 and 268 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss A9 Truss Type Common Qty 4 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422134 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:57 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-uUha?dgmcu_hvEGOJI3fFCJgkESVvCaUYbUgl0yAC7O Scale = 1:69.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 5x8 3x6 1.5x4 3x4 1.5x4 3x8 5x6 3x6 4x5 4x5 5x8 4x5 6-7-11 6-7-11 10-11-0 4-3-5 19-0-7 8-1-7 22-11-12 3-11-5 26-11-1 3-11-5 30-5-4 3-6-3 -1-6-0 1-6-0 6-7-11 6-7-11 16-5-0 9-9-5 22-11-12 6-6-12 30-5-4 7-5-8 0- 5 - 0 11 - 1 0 - 1 4 8- 2 - 2 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.47 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.27 0.06 0.08 (loc) 10-12 10-12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 6-7: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-13,3-12,4-12: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 1 Row at midpt 7-8, 5-10, 6-9 REACTIONS.(lb/size) 8=1469/0-5-8, 2=1628/0-5-8 Max Horz 2=409(LC 10) Max Uplift 8=-309(LC 10), 2=-332(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2638/472, 3-4=-2132/418, 4-5=-2120/515, 5-6=-1316/355, 6-7=-572/157, 7-8=-1453/312 BOT CHORD 2-13=-720/2216, 12-13=-720/2216, 10-12=-405/1349, 9-10=-176/717 WEBS 3-12=-503/200, 4-12=-346/174, 5-12=-287/869, 5-10=-973/404, 6-10=-332/1120, 6-9=-920/271, 7-9=-218/1043 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 8 and 332 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss B1GD Truss Type Hip Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422135 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:59 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-qspLQJh08WEP8YQmRj57KdO?u23TN71m0vznpvyAC7M Scale = 1:54.9 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 21 22 23 24 6x8 6x8 4x8 4x5 10x12 MT20HS 1.5x4 1.5x4 4x5 1.5x4 4x8 Special Special Special Special Special 6-7-12 6-7-12 11-2-0 4-6-4 14-11-6 3-9-6 18-8-12 3-9-6 23-3-2 4-6-6 29-10-12 6-7-10 -1-6-0 1-6-0 6-7-12 6-7-12 11-2-0 4-6-4 14-11-6 3-9-6 18-8-12 3-9-6 23-3-2 4-6-6 29-10-12 6-7-10 31-4-12 1-6-0 0- 5 - 0 5- 1 0 - 3 6- 0 - 0 0- 5 - 0 5- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-13], [4:0-4-6,Edge], [6:0-4-6,Edge], [8:0-4-0,0-1-13], [11:0-6-0,0-7-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.59 0.76 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.39 0.07 0.17 (loc) 11-12 11-12 8 11-12 l/defl >999 >896 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 364 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-2-15 oc purlins, except 2-0-0 oc purlins (4-10-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=4040/0-5-8, 8=4032/0-5-8 Max Horz 2=110(LC 10) Max Uplift 2=-1214(LC 10), 8=-1211(LC 11) Max Grav 2=4667(LC 29), 8=4659(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8941/2468, 3-4=-8789/2563, 4-5=-7987/2480, 5-6=-7987/2480, 6-7=-8769/2557, 7-8=-8921/2461 BOT CHORD 2-12=-2196/7757, 11-12=-1888/6561, 10-11=-1807/6555, 8-10=-2081/7739 WEBS 6-10=-477/1856, 4-11=-931/2827, 5-11=-860/204, 6-11=-935/2837, 7-10=-650/300, 4-12=-484/1877, 3-12=-651/300 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1214 lb uplift at joint 2 and 1211 lb uplift at joint 8. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1907 lb down and 677 lb up at 11-2-0, 357 lb down and 154 lb up at 13-2-12, 357 lb down and 154 lb up at 14-11-6, and 357 lb down and 154 lb up at 16-8-0, and 1907 lb down and 677 lb up at 18-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss B1GD Truss Type Hip Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422135 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:45:59 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-qspLQJh08WEP8YQmRj57KdO?u23TN71m0vznpvyAC7M LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-6=-84, 6-9=-84, 2-8=-14 Concentrated Loads (lb) Vert: 11=-357(F) 18=-1907(F) 20=-357(F) 21=-357(F) 23=-1907(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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss B2 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422136 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:00 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-I3NjefievpMGmi?z?RcMsqx4YSQk6XewEZiKMLyAC7L Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 5x6 5x6 5x6 6x12 3x6 3x6 5x8 3x6 3x6 5x8 5x6 13-10-0 13-10-0 14-11-6 1-1-6 16-0-12 1-1-6 23-3-2 7-2-6 29-10-12 6-7-10 -1-6-0 1-6-0 10-1-5 10-1-5 13-10-0 3-8-11 16-0-12 2-2-12 19-9-7 3-8-11 23-3-2 3-5-11 29-10-12 6-7-10 31-4-12 1-6-0 0- 5 - 0 7- 2 - 3 7- 4 - 0 0- 5 - 0 7- 2 - 3 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-1], [3:0-4-0,0-3-4], [8:0-4-0,0-3-4], [9:0-0-0,0-1-1] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.69 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.32 0.13 0.07 (loc) 12 11-12 9 2-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (4-4-7 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1593/0-5-8, 9=1593/0-5-8 Max Horz 2=-135(LC 11) Max Uplift 2=-323(LC 10), 9=-323(LC 11) Max Grav 2=2521(LC 29), 9=2521(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3982/445, 3-4=-3839/556, 4-5=-2491/338, 5-6=-2248/335, 6-7=-2491/338, 7-8=-3841/556, 8-9=-3983/445 BOT CHORD 2-13=-422/3315, 12-13=-307/2758, 11-12=-202/2758, 9-11=-288/3315 WEBS 7-12=-916/224, 7-11=-200/979, 8-11=-675/219, 4-12=-916/223, 4-13=-199/977, 3-13=-674/218, 5-12=-103/736, 6-12=-103/736 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 323 lb uplift at joint 9. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss B3 Truss Type Common Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422137 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:01 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-mFx5r?jGg7U7OrZ9Y87bP2TMErqqr?C3TDSuunyAC7K Scale = 1:53.2 1 2 3 4 5 6 7 8 9 12 11 10 13 14 4x5 5x8 4x5 3x4 3x4 3x4 5x6 3x4 5x6 4x5 23-3-2 23-3-2 29-10-12 6-7-10 -1-6-0 1-6-0 10-1-5 10-1-5 14-11-6 4-10-1 19-9-7 4-10-1 23-3-2 3-5-11 29-10-12 6-7-10 31-4-12 1-6-0 0- 5 - 0 7- 1 0 - 1 1 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [11:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.45 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.08 0.07 (loc) 11 10-11 8 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 5-11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=1593/0-5-8, 2=1593/0-5-8 Max Horz 2=146(LC 14) Max Uplift 8=-320(LC 11), 2=-320(LC 10) Max Grav 8=1594(LC 18), 2=1594(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2569/438, 3-4=-2476/544, 4-5=-1665/347, 5-6=-1665/347, 6-7=-2478/545, 7-8=-2569/439 BOT CHORD 2-12=-427/2153, 11-12=-319/1834, 10-11=-209/1834, 8-10=-282/2153 WEBS 5-11=-180/1002, 6-11=-795/255, 4-11=-795/255, 6-10=-188/583, 7-10=-359/208, 4-12=-187/582, 3-12=-358/208 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint 8 and 320 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss B4 Truss Type Common Qty 9 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422138 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:02 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-FRVT2LkuRRc_??8L6sfqyF0YpFBHaP8DitBRQEyAC7J Scale = 1:51.6 1 2 3 4 5 6 7 8 11 10 9 12 13 4x5 3x6 5x8 3x4 3x4 5x6 4x5 3x6 5x8 3x6 6-8-12 6-8-12 14-11-6 8-2-10 23-3-2 8-3-12 29-10-12 6-7-10 6-8-12 6-8-12 10-1-5 3-4-9 14-11-6 4-10-1 19-9-7 4-10-1 23-3-2 3-5-11 29-10-12 6-7-10 31-4-12 1-6-0 0- 5 - 0 7- 1 0 - 1 1 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-3], [2:0-4-0,0-3-0], [6:0-3-0,0-3-0], [7:0-0-15,0-1-8], [10:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.37 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.03 0.05 (loc) 7-9 9-10 7 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 4-10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-11. REACTIONS.(lb/size) 1=81/Mechanical, 11=1756/0-5-8, 7=1215/0-5-8 Max Horz 1=-157(LC 15) Max Uplift 1=-70(LC 18), 11=-338(LC 10), 7=-275(LC 11) Max Grav 1=145(LC 17), 11=1756(LC 1), 7=1270(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-125/520, 2-3=0/435, 3-4=-841/248, 4-5=-911/228, 5-6=-1793/451, 6-7=-1885/343 BOT CHORD 1-11=-373/207, 10-11=-47/474, 9-10=-87/1218, 7-9=-197/1550 WEBS 4-10=-92/286, 5-10=-784/258, 5-9=-192/620, 6-9=-384/211, 3-10=-27/546, 3-11=-1334/182, 2-11=-495/239 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 1, 338 lb uplift at joint 11 and 275 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C1GD Truss Type Roof Special Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422139 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:03 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-je2rGhkXCkkqd9jYgZA3UTZirfUnJxkMxXx_ygyAC7I Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 193x6 4x5 5x6 6x8 5x6 5x8 1.5x4 3x6 5x6 4x8 1.5x4 8x12 2x4 3x4 3x4 5x8 Special Special Special Special 8-10-14 8-10-14 8-11-8 0-0-10 10-6-8 1-7-0 15-8-4 5-1-12 19-7-5 3-11-1 23-4-11 3-9-5 27-0-4 3-7-9 32-7-12 5-7-8 4-9-8 4-9-8 10-6-8 5-9-1 15-8-4 5-1-12 19-7-5 3-11-1 23-4-11 3-9-5 27-0-4 3-7-9 32-7-12 5-7-8 34-1-12 1-6-0 0- 9 - 1 3 4- 3 - 5 7- 1 0 - 3 0- 8 - 0 4- 3 - 5 8.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-2], [8:0-3-0,0-2-3], [10:0-0-14,0-2-8], [10:0-7-9,0-0-14], [10:0-3-2,0-0-0], [16:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.53 0.54 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.03 0.06 (loc) 13-14 13-14 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 381 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 10-14: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* 4-16,5-16: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x6 DF SS or 1800F 1.6E 2-10-13, Right 2x4 DF Stud/Std 3-0-15 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-16. REACTIONS.(lb/size) 1=-961/0-3-12, 16=4807/0-5-8, 10=2999/0-5-8 Max Horz 1=-208(LC 6) Max Uplift 1=-961(LC 1), 16=-1044(LC 9), 10=-793(LC 9) Max Grav 1=337(LC 7), 16=4807(LC 1), 10=2999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-533/1985, 3-4=-557/2432, 4-5=-372/1773, 5-6=-1466/420, 6-7=-4548/1212, 7-8=-4551/1214, 8-10=-4334/1137 BOT CHORD 1-16=-1451/538, 15-16=-226/1386, 14-15=-765/3549, 13-14=-773/3596, 12-13=-783/3380, 10-12=-793/3414 WEBS 3-16=-642/296, 4-16=-2684/570, 5-16=-3193/876, 5-15=-487/2169, 6-15=-3028/766, 6-14=-165/876, 6-13=-372/1390, 7-13=-414/154, 8-13=-419/1726, 8-12=-277/899 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 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 961 lb uplift at joint 1, 1044 lb uplift at joint 16 and 793 lb uplift at joint 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C1GD Truss Type Roof Special Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422139 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:03 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-je2rGhkXCkkqd9jYgZA3UTZirfUnJxkMxXx_ygyAC7I NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1609 lb down and 371 lb up at 21-5-4, 439 lb down and 117 lb up at 22-11-4, and 439 lb down and 117 lb up at 24-11-4, and 1028 lb down and 347 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-5=-84, 5-8=-84, 8-11=-84, 1-10=-14 Concentrated Loads (lb) Vert: 12=-1028(F) 17=-1609(F) 18=-439(F) 19=-439(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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss C2 Truss Type Roof Special Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422140 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:04 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-BqcET1l9z2shFJIkEGhI1g5u_3rE2IsW9BgYV6yAC7H Scale = 1:58.2 1 2 3 4 5 6 7 8 9 10 13 12 11 14 153x6 4x5 5x6 6x8 5x6 5x8 1.5x4 5x8 1.5x4 1.5x4 3x6 3x4 3x4 8-10-14 8-10-14 8-11-8 0-0-10 10-6-8 1-7-0 14-2-4 3-7-12 19-10-4 5-8-0 25-6-4 5-8-0 32-7-12 7-1-8 4-9-8 4-9-8 10-6-8 5-9-1 14-2-4 3-7-12 19-10-4 5-8-0 25-6-4 5-8-0 32-7-12 7-1-8 34-1-12 1-6-0 0- 9 - 1 3 5- 3 - 5 7- 1 0 - 3 0- 8 - 0 5- 3 - 5 8.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-2], [7:0-3-0,0-2-3], [9:0-3-1,0-1-11], [12:0-4-0,0-3-0], [13:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.47 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.41 0.02 0.05 (loc) 12-13 12-13 9 9-11 l/defl >999 >693 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 4-13,5-12,7-12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x6 DF SS or 1800F 1.6E 2-10-13, Right 2x4 DF Stud/Std 4-1-7 BRACING- TOP CHORD Sheathed or 5-0-6 oc purlins, except 2-0-0 oc purlins (5-11-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-13. REACTIONS.(lb/size) 1=101/0-3-12, 13=2056/0-5-8, 9=1175/0-5-8 Max Horz 1=-207(LC 4) Max Uplift 1=-56(LC 8), 13=-323(LC 9), 9=-302(LC 9) Max Grav 1=142(LC 17), 13=2056(LC 1), 9=1175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-167/274, 3-4=-182/677, 4-5=-83/420, 5-6=-1116/371, 6-7=-1118/372, 7-9=-1409/344 BOT CHORD 12-13=-48/490, 11-12=-129/997, 9-11=-129/1000 WEBS 3-13=-477/260, 4-13=-890/155, 5-12=-155/834, 6-12=-539/224, 5-13=-1051/383 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 323 lb uplift at joint 13 and 302 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C3 Truss Type Roof Special Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422141 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:05 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-f0AchMmnkM?YsTtwn_CXZuex2TCdntcfOqQ51YyAC7G Scale = 1:49.9 1 2 4 5 6 7 8 9 10 3 13 12 111415 2x4 8x12 5x6 5x8 4x5 3x4 1.5x4 3x8 3x6 5x6 5x6 1.5x4 7-9-4 7-9-4 15-3-0 7-5-12 23-10-8 8-7-8 1-9-4 1-9-4 7-9-4 6-0-0 15-3-0 7-5-12 19-5-5 4-2-6 23-10-8 4-5-3 25-4-8 1-6-0 6- 8 - 0 6- 3 - 5 7- 1 0 - 3 0- 8 - 0 6- 3 - 5 8.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-2-8], [4:0-3-0,0-2-14], [6:0-3-0,0-2-3], [9:0-3-13,Edge], [11:0-2-12,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.33 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.03 0.03 (loc) 9-11 9-11 9 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-3,3-4: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 1-12,5-11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std 2-7-3 BRACING- TOP CHORD Sheathed or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-12 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 13=1158/0-5-8, 9=1300/0-5-8 Max Horz 13=-294(LC 9) Max Uplift 13=-293(LC 9), 9=-290(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1110/320, 1-2=-838/234, 2-4=-838/234, 4-5=-1093/284, 5-6=-1085/324, 6-7=-1380/329, 7-9=-1644/366, 1-3=-380/123, 3-4=-287/76 BOT CHORD 12-13=-128/293, 11-12=-184/1093, 9-11=-187/1251 WEBS 1-12=-392/1369, 5-12=-735/311, 6-11=-1/286, 7-11=-251/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 13 and 290 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C4 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422142 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:06 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-7Dk_uinPVf7PUdS7Lhjm65BECsZXWI5odU9fZ?yAC7F Scale = 1:49.6 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 1.5x4 3x4 5x8 5x6 3x6 3x6 3x4 5x8 3x6 1.5x4 3x6 3x4 3x4 4x5 1-1-8 1-1-8 7-5-4 6-3-12 13-9-0 6-3-12 18-8-3 4-11-3 23-10-8 5-2-5 1-1-8 1-1-8 7-5-4 6-3-12 13-9-0 6-3-12 18-8-3 4-11-3 23-10-8 5-2-5 25-4-8 1-6-0 6- 8 - 0 7- 3 - 5 7- 1 0 - 3 0- 8 - 0 7- 3 - 5 8.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-9], [3:0-2-0,Edge], [4:0-2-8,0-1-1], [6:0-3-0,0-2-3], [9:0-3-1,0-1-7], [12:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.28 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.03 0.03 (loc) 13-14 13-14 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 2-13,5-12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std 3-0-9 BRACING- TOP CHORD Sheathed or 5-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 2-14 REACTIONS.(lb/size) 14=1158/0-5-8, 9=1300/0-5-8 Max Horz 14=-307(LC 9) Max Uplift 14=-297(LC 9), 9=-286(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1023/331, 4-5=-893/259, 5-6=-977/320, 6-7=-1284/323, 7-9=-1679/339 BOT CHORD 13-14=-115/303, 12-13=-142/893, 11-12=-160/1252, 9-11=-160/1252 WEBS 2-13=-300/1056, 5-13=-688/292, 7-12=-372/193, 2-14=-1332/412 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 14 and 286 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C5 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422143 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:06 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-7Dk_uinPVf7PUdS7Lhjm65BHssYUWL?odU9fZ?yAC7F Scale = 1:50.8 1 2 3 4 5 6 7 8 9 12 11 1013 14 15 16 1.5x4 5x6 5x6 3x4 6x8 3x8 3x6 1.5x4 1.5x4 3x8 1.5x4 2-7-8 2-7-8 7-5-4 4-9-12 12-3-0 4-9-12 14-8-11 2-5-11 23-10-8 9-1-13 2-7-8 2-7-8 7-5-4 4-9-12 12-3-0 4-9-12 14-6-15 2-3-15 14-8-11 0-1-12 18-9-14 4-1-3 23-10-8 5-0-10 25-4-8 1-6-0 6- 8 - 0 8- 3 - 5 8- 5 - 0 0- 8 - 0 8- 3 - 5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-3], [4:0-3-0,0-2-3], [8:0-3-13,Edge], [10:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.35 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.03 0.02 (loc) 8-10 8-10 8 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-12,6-10,5-10: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 2-11-11 BRACING- TOP CHORD Sheathed or 5-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 4-11 REACTIONS.(lb/size) 12=1158/0-5-8, 8=1300/0-5-8 Max Horz 12=-317(LC 9) Max Uplift 12=-169(LC 9), 8=-229(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/164, 3-4=-771/166, 4-5=-1313/345, 5-6=-1342/231, 6-8=-1630/260 BOT CHORD 11-12=-102/431, 10-11=-50/850, 8-10=-94/1239 WEBS 4-10=-252/682, 2-12=-1073/224, 6-10=-279/193, 5-10=-293/179, 3-11=-481/185, 2-11=-178/856 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 12 and 229 lb uplift at joint 8. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C6 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422144 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:07 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-bPIM62n1GzFG6m1JvPE?fJjHcGuXFq8yr8vC6RyAC7E Scale = 1:55.3 1 2 3 4 5 6 7 8 11 10 9 12 13 14 5x6 5x6 5x6 1.5x4 5x6 5x6 3x6 1.5x4 4x12 5x6 4-1-8 4-1-8 7-5-4 3-3-12 10-9-0 3-3-12 14-8-11 3-11-12 23-10-8 9-1-13 4-1-8 4-1-8 10-9-0 6-7-8 14-6-15 3-10-0 14-8-11 0-1-12 18-9-14 4-1-3 23-10-8 5-0-10 25-4-8 1-6-0 6- 8 - 0 9- 3 - 5 9- 5 - 0 0- 8 - 0 9- 3 - 5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-8,Edge], [4:0-3-0,0-3-0], [7:0-3-5,0-0-8], [9:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.36 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.03 0.02 (loc) 7-9 7-9 7 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-11,5-9,4-9: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 2-11-11 BRACING- TOP CHORD Sheathed or 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 2-10, 3-10 REACTIONS.(lb/size) 11=1158/0-5-8, 7=1300/0-5-8 Max Horz 11=-333(LC 9) Max Uplift 11=-225(LC 9), 7=-258(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-840/204, 2-3=-620/200, 3-4=-841/209, 4-5=-1336/278, 5-7=-1628/307, 1-11=-1113/251 BOT CHORD 10-11=-165/334, 9-10=0/1028, 7-9=-132/1236 WEBS 4-10=-606/225, 5-9=-273/185, 4-9=-54/365, 1-10=-184/847 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 11 and 258 lb uplift at joint 7. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C7 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422145 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:08 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-3bskJOof1HN7jwcVT6lEBWGYbgEm_HZ54oeletyAC7D Scale = 1:60.7 1 2 3 4 5 6 7 8 11 10 9 12 13 14 5x6 5x6 5x6 2x4 5x6 4x12 5x6 3x8 3x6 1.5x4 5-7-8 5-7-8 7-5-4 1-9-12 9-3-0 1-9-12 14-8-11 5-5-11 23-10-8 9-1-13 5-7-8 5-7-8 9-3-0 3-7-8 14-6-15 5-3-15 14-8-11 0-1-12 18-9-14 4-1-3 23-10-8 5-0-10 25-4-8 1-6-0 6- 8 - 0 10 - 3 - 5 10 - 5 - 0 0- 8 - 0 10 - 3 - 5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-8,Edge], [4:0-3-0,0-3-0], [7:0-3-13,Edge], [9:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.36 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.03 0.02 (loc) 7-9 7-9 7 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-11,5-9,4-9: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 2-11-11 BRACING- TOP CHORD Sheathed or 5-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 1-11, 2-10 REACTIONS.(lb/size) 11=1158/0-5-8, 7=1300/0-5-8 Max Horz 11=-351(LC 9) Max Uplift 11=-232(LC 9), 7=-251(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-824/212, 2-3=-585/216, 3-4=-830/198, 4-5=-1339/267, 5-7=-1623/293, 1-11=-1112/257 BOT CHORD 10-11=-192/349, 9-10=-10/1043, 7-9=-119/1229 WEBS 4-10=-681/271, 1-10=-165/762, 4-9=-45/347 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 11 and 251 lb uplift at joint 7. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C8 Truss Type Hip Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422146 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:09 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-XoQ7WkpIoaV_L4Bh0qHTkkpel4a0jj1FJSOJAKyAC7C Scale = 1:66.4 1 2 3 4 5 6 7 8 11 10 9 12 13 14 5x6 5x6 5x8 2x4 5x6 1.5x4 4x12 5x6 3x8 3x6 7-1-8 7-1-8 7-5-4 0-3-12 7-9-0 0-3-12 14-8-11 6-11-11 23-10-8 9-1-13 7-1-8 7-1-8 7-9-0 0-7-8 14-8-11 6-11-11 18-9-14 4-1-3 23-10-8 5-0-10 25-4-8 1-6-0 6- 8 - 0 11 - 3 - 5 11 - 5 - 0 0- 8 - 0 11 - 3 - 5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-8,Edge], [4:0-4-0,0-3-0], [7:0-3-13,Edge], [9:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.36 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.03 0.03 (loc) 7-9 7-9 7 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-9,1-11,4-9: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 2-11-11 BRACING- TOP CHORD Sheathed or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 1-11, 2-10 REACTIONS.(lb/size) 11=1158/0-5-8, 7=1300/0-5-8 Max Horz 11=-369(LC 9) Max Uplift 11=-240(LC 9), 7=-243(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-817/223, 2-3=-553/231, 3-4=-827/201, 4-5=-1341/255, 5-7=-1618/276, 1-11=-1111/265 BOT CHORD 10-11=-218/364, 9-10=-25/1059, 7-9=-104/1222 WEBS 4-10=-741/308, 1-10=-156/705, 3-10=-165/276, 4-9=-34/328 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 11 and 243 lb uplift at joint 7. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C9GD Truss Type Monopitch Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422147 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:10 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-0__Vk4qwZudrzEluaXoiGxLzYUz8SAKOY67simyAC7B Scale = 1:68.9 1 2 3 4 7 6 5 8 9 10 11 12 13 14 5x6 2x4 5x6 3x6 3x4 7x10 3x6 Special Special Special Special Special Special Special 5-8-4 5-8-4 10-5-4 4-9-0 16-5-4 6-0-0 5-8-4 5-8-4 10-5-4 4-9-0 16-5-4 6-0-0 11 - 7 - 8 0- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-0-0,0-0-2], [5:0-5-0,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.31 0.18 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-7: 2x6 DF 1800F 1.6E or 2x6 DF SS, 3-6,3-5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7 REACTIONS.(lb/size) 7=1233/0-5-4, 4=1252/0-5-8 Max Horz 7=-452(LC 9) Max Uplift 7=-412(LC 9), 4=-102(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-921/22, 3-4=-1665/85 BOT CHORD 6-7=0/676, 5-6=0/1216, 4-5=0/1224 WEBS 2-7=-1119/364, 2-6=-167/895, 3-6=-733/267, 3-5=-98/506 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 7 and 102 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 84 lb up at 2-4-8, 131 lb down and 84 lb up at 4-4-8, 131 lb down and 84 lb up at 6-4-8, 131 lb down and 84 lb up at 8-4-8, 131 lb down and 84 lb up at 10-4-8, and 131 lb down and 84 lb up at 12-4-8, and 131 lb down and 84 lb up at 14-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-7=-14 Continued 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss C9GD Truss Type Monopitch Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422147 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:10 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-0__Vk4qwZudrzEluaXoiGxLzYUz8SAKOY67simyAC7B LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-131(B) 8=-131(B) 10=-131(B) 11=-131(B) 12=-131(B) 13=-131(B) 14=-131(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss D1 Truss Type Common Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422148 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:11 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-UAXtxQrYJCliaOK48FJxp9u6gtGxBYPYmmtQFCyAC7A Scale: 1/4"=1' 1 2 3 4 5 6 7 8 10 9 5x6 5x6 3x4 5x6 3x4 5x6 3x4 1.5x4 1.5x4 8-11-12 8-11-12 9-2-4 0-2-8 12-6-12 3-4-8 21-6-8 8-11-12 -1-6-0 1-6-0 4-11-15 4-11-15 10-9-4 5-9-5 16-6-9 5-9-5 21-6-8 4-11-15 0- 8 - 0 7- 1 0 - 3 0- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-0-12], [8:0-3-5,0-0-12], [9:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.33 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.01 0.01 (loc) 8-9 8-9 8 8-9 l/defl >999 >721 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-10,6-9: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 2-11-4, Right 2x4 DF Stud/Std 2-11-4 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=575/Mechanical, 2=543/0-5-8, 10=1126/0-5-8 Max Horz 2=209(LC 5) Max Uplift 8=-117(LC 9), 2=-91(LC 8), 10=-244(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-389/92, 5-6=-355/126, 6-8=-687/169 BOT CHORD 2-10=-112/324, 8-9=-56/504 WEBS 4-10=-437/257, 5-10=-775/147, 5-9=-121/374, 6-9=-436/257 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 117 lb uplift at joint 8, 91 lb uplift at joint 2 and 244 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss D1G Truss Type GABLE Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422149 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:12 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-yN5F9mrA4VtZCYvGiyqAMMQHvHb4w_1h?QcznfyAC79 Scale: 1/4"=1' 1 2 3 4 5 6 8 74x5 5x6 3x8 3x8 5x6 3x4 3x4 4x12 3x6 3x6 4x5 8-11-12 8-11-12 9-2-4 0-2-8 12-6-12 3-4-8 21-6-8 8-11-12 4-11-15 4-11-15 10-9-4 5-9-5 16-6-9 5-9-5 21-6-8 4-11-15 0- 3 - 1 3 7- 5 - 1 5 0- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-4], [3:0-4-0,0-2-12], [7:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.34 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.01 0.02 (loc) 1-8 1-8 6 1-8 l/defl >826 >478 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-8,5-7: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=300/0-5-8, 6=514/Mechanical, 8=1274/0-5-8 Max Horz 1=-187(LC 4) Max Uplift 1=-32(LC 8), 6=-100(LC 9), 8=-265(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/46, 2-3=-54/366, 3-5=-262/97, 5-6=-647/167 BOT CHORD 1-8=-139/254, 6-7=-77/505 WEBS 2-8=-463/265, 3-8=-908/192, 3-7=-131/397, 5-7=-518/295 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 1, 100 lb uplift at joint 6 and 265 lb uplift at joint 8. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss E1 Truss Type Common Qty 3 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422150 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:12 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-yN5F9mrA4VtZCYvGiyqAMMQIUHehw6zh?QcznfyAC79 Scale = 1:29.4 1 2 3 4 5 6 7 8 9 4x5 3x6 3x4 3x6 3x4 3x8 1.5x4 1.5x4 6-3-8 6-3-8 12-7-0 6-3-8 -1-6-0 1-6-0 3-1-12 3-1-12 6-3-8 3-1-12 9-5-4 3-1-12 12-7-0 3-1-12 0- 8 - 0 4- 1 0 - 5 0- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-1-3], [8:0-3-5,0-1-3] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.17 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 2-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 1-9-15, Right 2x4 DF Stud/Std 1-9-15 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=608/Mechanical, 2=758/0-5-8 Max Horz 2=131(LC 5) Max Uplift 8=-108(LC 9), 2=-154(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-812/146, 4-5=-597/138, 5-6=-599/135, 6-8=-808/156 BOT CHORD 2-9=-133/572, 8-9=-73/598 WEBS 5-9=-60/299 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 108 lb uplift at joint 8 and 154 lb uplift at joint 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss E1G Truss Type Common Supported Gable Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422151 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:13 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-QZfdM6sorp?QqhUTFfLPuazXth0BfbcqE4MWJ5yAC78 Scale = 1:27.2 1 2 3 4 5 6 7 12 11 10 9 83x4 4x5 3x4 12-7-0 12-7-0 6-3-8 6-3-8 12-7-0 6-3-8 0- 3 - 1 3 4- 6 - 2 0- 3 - 1 3 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 1=109(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 9 except 12=-104(LC 8), 8=-104(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 9 except (jt=lb) 12=104, 8=104. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss F1G Truss Type Common Supported Gable Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422152 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:14 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-ulD?aRtQc77HSr3fpNseRnWie5MRO2t_Sk54rXyAC77 Scale = 1:27.0 1 2 3 4 5 6 7 12 11 10 9 83x4 4x5 3x4 12-6-2 12-6-2 6-3-1 6-3-1 12-6-2 6-3-1 0- 3 - 1 3 4- 5 - 1 3 0- 3 - 1 3 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-6-2. (lb) - Max Horz 1=-109(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 9 except 12=-103(LC 8), 8=-103(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 9 except (jt=lb) 12=103, 8=103. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss F1GD Truss Type Common Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422153 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:15 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-MxnOnnu2NQF73?erN4Otz?2obVWc7Ol7hOrdOzyAC76 Scale = 1:31.0 1 2 3 4 5 6 9 8 7 10 11 5x6 7x10 7x10 12x12 6x8 4x12 6x8 4x12 Special Special Special 3-1-9 3-1-9 6-3-1 3-1-9 9-4-10 3-1-9 12-6-2 3-1-9 -1-6-0 1-6-0 3-1-9 3-1-9 6-3-1 3-1-9 9-4-10 3-1-9 12-6-2 3-1-9 0- 8 - 0 4- 1 0 - 1 0- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-2,0-1-11], [6:Edge,0-1-11], [7:0-8-0,0-2-0], [8:0-6-0,0-7-4], [9:0-8-0,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.35 0.80 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.02 0.05 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-8,3-8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=10100/0-5-8, 2=3521/0-5-8 Max Horz 2=128(LC 23) Max Uplift 6=-2179(LC 9), 2=-917(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4789/1226, 3-4=-5615/1531, 4-5=-5605/1524, 5-6=-10154/2588 BOT CHORD 2-9=-992/3755, 8-9=-992/3755, 7-8=-2019/8047, 6-7=-2019/8047 WEBS 4-8=-1598/5854, 5-8=-4169/1088, 5-7=-1277/5184, 3-8=-427/1073, 3-9=-1083/342 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: 2x10 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 6=2179, 2=917. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6712 lb down and 2050 lb up at 8-2-4, and 2646 lb down and 356 lb up at 10-0-12, and 2930 lb down and 444 lb up at 12-3-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-6=-84, 2-6=-14 Continued 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss F1GD Truss Type Common Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422153 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:15 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-MxnOnnu2NQF73?erN4Otz?2obVWc7Ol7hOrdOzyAC76 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-2930(B) 10=-6712(B) 11=-2646(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss F2 Truss Type Common Qty 5 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422154 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:15 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-MxnOnnu2NQF73?erN4Otz?2kJVcK7U37hOrdOzyAC76 Scale = 1:30.9 1 2 3 4 5 6 4x5 1.5x4 3x4 3x4 3x4 3x4 8-0-0 8-0-0 -1-6-0 1-6-0 6-3-1 6-3-1 8-0-0 1-8-15 0- 8 - 0 4- 1 0 - 1 3- 8 - 1 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.63 0.43 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.34 0.00 0.00 (loc) 2-6 2-6 6 2 l/defl >472 >278 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 3-8-6 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=531/0-5-8, 6=371/Mechanical Max Horz 2=184(LC 8) Max Uplift 2=-98(LC 8), 6=-104(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-281/31 WEBS 4-6=-265/124 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 6=104. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss HJ1 Truss Type Roof Special Girder Qty 2 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422155 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:17 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-IKv8CTvJv2VrJJoEUVQL3Q80YIBSbBlQ9iKkSsyAC74 Scale = 1:35.3 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 18 19 20 21 3x4 3x6 5x6 4x5 5x6 1.5x4 3x4 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special 0-0-8 0-0-8 4-7-8 4-7-0 8-6-1 3-10-9 13-2-0 4-7-15 -2-6-0 2-6-0 4-7-8 4-7-8 8-6-1 3-10-9 13-2-0 4-7-15 0- 8 - 0 5- 1 1 - 3 4.80 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [4:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.84 0.84 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.17 0.02 0.08 (loc) 7-8 7-8 7 7-8 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E 2-5-3 BRACING- TOP CHORD Sheathed or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. REACTIONS.(lb/size) 7=1442/Mechanical, 2=1104/0-8-3 Max Horz 2=228(LC 35) Max Uplift 7=-499(LC 10), 2=-350(LC 6) Max Grav 7=1572(LC 17), 2=1121(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1561/424, 4-5=-1335/377 BOT CHORD 2-9=-526/1317, 8-9=-530/1321, 7-8=-409/1197 WEBS 5-8=-174/750, 5-7=-1514/520 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=499, 2=350. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 166 lb up at 1-9-14, 84 lb down and 42 lb up at 3-3-4, 88 lb down and 55 lb up at 4-3-14, 205 lb down and 121 lb up at 6-7-4, and 114 lb down and 107 lb up at 6-9-14, and 167 lb down and 151 lb up at 9-3-14 on top chord, and 53 lb up at 1-9-14, 5 lb down at 3-3-4, 7 lb down at 4-3-14, 36 lb down at 6-7-4, 25 lb down at 6-9-14, 51 lb down at 9-3-14, and 484 lb down and 131 lb up at 9-11-4, and 306 lb down and 151 lb up at 11-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss HJ1 Truss Type Roof Special Girder Qty 2 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422155 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:17 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-IKv8CTvJv2VrJJoEUVQL3Q80YIBSbBlQ9iKkSsyAC74 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-84, 2-7=-14 Concentrated Loads (lb) Vert: 10=27(B) 13=-159(F=-123, B=-36) 14=-106(B) 15=19(B) 18=-25(F=-15, B=-10) 19=-21(B) 20=-484(F) 21=-306(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss HJ1A Truss Type Roof Special Girder Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422156 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 07:44:49 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-1y3v7Hu4NEjsJxBQfpUeV7Pv9TC6LtqTHpWYY?yA4EC Scale = 1:35.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 4x8 3x4 6x8 4x5 4x5 2x4 4x5 3x6 6x12 4x5 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special 0-0-8 0-0-8 2-4-9 2-4-2 4-9-3 2-4-9 8-5-5 3-8-3 13-2-0 4-8-11 -2-6-0 2-6-0 2-4-9 2-4-9 4-9-3 2-4-9 8-5-5 3-8-3 13-2-0 4-8-11 0- 8 - 0 5- 1 1 - 3 4- 1 1 - 3 1- 0 - 0 4.80 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.84 0.96 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.20 0.07 0.09 (loc) 8-9 8-9 8 8-9 l/defl >999 >784 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-11: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E 1-6-7 BRACING- TOP CHORD Sheathed or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=1434/Mechanical, 2=1109/0-8-3 Max Horz 2=250(LC 35) Max Uplift 8=-542(LC 10), 2=-348(LC 6) Max Grav 8=1609(LC 17), 2=1162(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1511/403, 3-13=-1427/401, 4-13=-1422/396, 4-14=-3023/966, 14-15=-3001/967, 5-15=-2970/965, 5-16=-1883/515, 6-16=-1765/522 BOT CHORD 2-18=-529/1231, 12-18=-529/1231, 5-10=-233/563, 10-20=-1065/2830, 9-20=-1062/2821, 9-21=-593/1720, 21-22=-593/1720, 22-23=-593/1720, 8-23=-593/1720 WEBS 4-12=-611/278, 10-12=-522/1170, 4-10=-525/1560, 5-9=-1169/496, 6-9=-340/1056, 6-8=-1951/674 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=542, 2=348. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 166 lb up at 1-9-14, 84 lb down and 33 lb up at 3-3-4, 88 lb down and 48 lb up at 4-3-14, 92 lb down and 50 lb up at 6-7-4, and 83 lb down and 41 lb up at 6-9-14, and 114 lb down and 88 lb up at 9-3-14 on top chord, and 53 lb up at 1-9-14, 5 lb down at 3-3-4, 7 lb down at 4-7-7, 128 lb down and 56 lb up at 6-7-4, 67 lb down and 58 lb up at 6-9-14, 80 lb down and 51 lb up at 9-3-14, and 457 lb down and 128 lb up at 9-11-4, and 306 lb down and 151 lb up at 11-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss HJ1A Truss Type Roof Special Girder Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422156 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 07:44:49 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-1y3v7Hu4NEjsJxBQfpUeV7Pv9TC6LtqTHpWYY?yA4EC LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-84, 2-11=-14, 8-10=-14 Concentrated Loads (lb) Vert: 13=27(F) 16=-14(F=-4, B=-10) 17=-48(F) 18=19(F) 20=-195(F=-67, B=-128) 21=-80(F) 22=-457(B) 23=-306(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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss HJ2 Truss Type Roof Special Girder Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422157 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:19 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-Fj0ud9xZRflZYcxccwSp8rDM160y3F5jc0prXlyAC72 Scale = 1:27.3 1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 3x4 3x4 4x5 4x5 3x4 1.5x4 Special Special Special Special Special Special Special Special Special Special 0-0-8 0-0-8 4-7-8 4-7-0 9-2-15 4-7-8 -2-6-0 2-6-0 4-7-8 4-7-8 9-2-15 4-7-8 0- 8 - 0 4- 4 - 6 4.80 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.84 0.20 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E 2-5-3 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=540/Mechanical, 2=704/0-8-3 Max Horz 2=183(LC 35) Max Uplift 6=-213(LC 10), 2=-229(LC 6) Max Grav 6=606(LC 17), 2=735(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-775/183, 5-6=-266/109 BOT CHORD 2-7=-256/617, 6-7=-256/617 WEBS 4-6=-657/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=213, 2=229. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 166 lb up at 1-9-14, 84 lb down and 42 lb up at 3-3-4, 88 lb down and 55 lb up at 4-3-14, and 205 lb down and 121 lb up at 6-7-4, and 114 lb down and 107 lb up at 6-9-14 on top chord, and 53 lb up at 1-9-14, 5 lb down at 3-3-4, 7 lb down at 4-3-14, and 36 lb down at 6-7-4, and 25 lb down at 6-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 2-6=-14 Continued 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss HJ2 Truss Type Roof Special Girder Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422157 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:19 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-Fj0ud9xZRflZYcxccwSp8rDM160y3F5jc0prXlyAC72 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=27(F) 11=-159(F=-36, B=-123) 13=19(F) 15=-25(F=-10, B=-15) 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 18-080233T Truss J1 Truss Type Jack-Closed Qty 17 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:20 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-jvaHqVyBCztQAmWpAdz2g2mgTWJSok0srgYO3ByAC71 Scale = 1:35.3 1 2 3 4 5 6 7 1.5x4 3x4 3x4 3x4 1.5x4 8-0-0 8-0-0 -1-6-0 1-6-0 4-3-15 4-3-15 8-0-0 3-8-2 0- 8 - 0 6- 0 - 0 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.43 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.34 0.00 0.00 (loc) 2-6 2-6 6 2 l/defl >472 >278 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 2-6-7 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=371/Mechanical, 2=531/0-5-8 Max Horz 2=237(LC 8) Max Uplift 6=-140(LC 8), 2=-68(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-393/10 WEBS 4-6=-301/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 6=140. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J1A Truss Type Jack-Closed Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422159 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:22 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-fIi1FAzRka88P4gBH20WmTr_sJwFGdw9I_1V73yAC7? Scale = 1:34.7 1 2 3 4 5 6 10 9 8 7 11 3x4 4x5 3x6 3x4 2x4 5x8 3x6 1-5-12 1-5-12 2-11-8 1-5-12 8-0-0 5-0-8 -1-6-0 1-6-0 1-5-12 1-5-12 2-11-8 1-5-12 8-0-0 5-0-8 0- 8 - 0 6- 0 - 0 5- 4 - 1 2 0- 7 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.73 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-10: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 1-7-6 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS.(lb/size) 8=392/Mechanical, 2=525/0-5-8 Max Horz 2=239(LC 8) Max Uplift 8=-144(LC 8), 2=-64(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-484/8 BOT CHORD 2-10=-166/320, 8-9=-232/478 WEBS 4-8=-482/236 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 8=144. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J2 Truss Type Jack-Closed Qty 2 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422160 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:22 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-fIi1FAzRka88P4gBH20WmTr0zJ0aGf89I_1V73yAC7? Scale: 3/8"=1' 1 2 3 4 5 6 7 1.5x4 3x4 3x4 3x4 1.5x4 7-0-9 7-0-9 -1-6-0 1-6-0 3-9-4 3-9-4 7-0-9 3-3-5 0- 8 - 0 5- 4 - 6 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.33 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.00 0.00 (loc) 2-6 2-6 6 2 l/defl >696 >409 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 2-2-7 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=323/Mechanical, 2=486/0-5-8 Max Horz 2=219(LC 8) Max Uplift 6=-134(LC 8), 2=-63(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-344/5 WEBS 4-6=-256/175 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 6=134. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J2A Truss Type Jack-Closed Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422161 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:23 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-7UGPTW_4VuG?1EFOrmXlIhOBjjJa?6mJXen2gWyAC7_ Scale = 1:31.2 1 2 3 4 5 6 10 9 8 7 11 2x4 4x5 3x6 3x4 1.5x4 5x6 1.5x4 2-11-8 2-11-8 7-0-9 4-1-1 -1-6-0 1-6-0 2-11-8 2-11-8 7-0-9 4-1-1 0- 8 - 0 5- 4 - 6 4- 9 - 2 0- 7 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.54 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-10: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 1-7-6 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS.(lb/size) 8=344/Mechanical, 2=480/0-5-8 Max Horz 2=221(LC 8) Max Uplift 8=-137(LC 8), 2=-59(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-405/0 BOT CHORD 2-10=-135/252, 8-9=-182/360 WEBS 4-8=-372/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 8=137. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J3 Truss Type Jack-Open Qty 2 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422162 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:24 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-bgqngs?iGBOseOqaPT2_ruwJc7j5ka?SmIWcByyAC6z Scale = 1:25.6 1 2 3 4 52x4 3x4 3x4 5-6-9 5-6-9 -1-6-0 1-6-0 5-6-9 5-6-9 0- 8 - 0 4- 4 - 6 3- 1 1 - 3 4- 4 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-7] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.02 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >815 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 3-4-3 BRACING- TOP CHORD Sheathed or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=211/Mechanical, 2=421/0-5-8, 5=38/Mechanical Max Horz 2=188(LC 8) Max Uplift 4=-141(LC 8), 2=-56(LC 8) Max Grav 4=212(LC 16), 2=421(LC 1), 5=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 4=141. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J3A Truss Type Jack-Open Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422163 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:24 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-bgqngs?iGBOseOqaPT2_ruwMT7fjka1SmIWcByyAC6z Scale = 1:25.6 1 2 3 4 9 8 7 6 5 3x4 3x4 1.5x4 5x6 1.5x4 3x4 2-11-8 2-11-8 5-6-9 2-7-1 -1-6-0 1-6-0 2-11-8 2-11-8 5-6-9 2-7-1 0- 8 - 0 4- 4 - 6 3- 9 - 2 3- 1 1 - 3 0- 7 - 4 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.48 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-9: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 1-7-6 BRACING- TOP CHORD Sheathed or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=101/Mechanical, 2=419/0-5-8, 7=152/Mechanical Max Horz 2=188(LC 8) Max Uplift 5=-55(LC 8), 2=-55(LC 8), 7=-63(LC 8) Max Grav 5=101(LC 1), 2=419(LC 1), 7=155(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-295/0 WEBS 4-7=-257/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 5, 2, 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J4 Truss Type Jack-Open Qty 3 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422164 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:25 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-3tOAtC?K0VWjGXPmyBZDN6TXCX5tT1Fb_yG9jOyAC6y Scale = 1:20.7 1 2 3 4 52x4 3x4 4-0-9 4-0-9 -1-6-0 1-6-0 4-0-9 4-0-9 0- 8 - 0 3- 4 - 6 2- 1 1 - 3 3- 4 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-7] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 2-5-6 BRACING- TOP CHORD Sheathed or 4-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=141/Mechanical, 2=354/0-5-8, 5=28/Mechanical Max Horz 2=147(LC 8) Max Uplift 4=-100(LC 8), 2=-54(LC 8) Max Grav 4=144(LC 16), 2=354(LC 1), 5=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 2 except (jt=lb) 4=100. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J4A Truss Type Jack-Open Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422165 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:25 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-3tOAtC?K0VWjGXPmyBZDN6TXCX3HT1gb_yG9jOyAC6y Scale = 1:20.7 1 2 3 4 9 8 7 6 5 2x4 3x4 1.5x4 5x6 1.5x4 3x4 2-11-8 2-11-8 4-0-9 1-1-1 -1-6-0 1-6-0 2-11-8 2-11-8 4-0-9 1-1-1 0- 8 - 0 3- 4 - 6 2- 9 - 2 2- 1 1 - 3 0- 7 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-7] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.20 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-9 2-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-9: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 1-7-6 BRACING- TOP CHORD Sheathed or 4-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=36/Mechanical, 2=352/0-5-8, 7=136/Mechanical Max Horz 2=147(LC 8) Max Uplift 5=-8(LC 8), 2=-53(LC 8), 7=-76(LC 8) Max Grav 5=41(LC 14), 2=352(LC 1), 7=143(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 5, 2, 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J5 Truss Type Jack-Open Qty 4 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422166 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:26 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-Y3xY5Y0ynpeauh_zWu4SwJ0iywS5CTVlDc?iFryAC6x Scale = 1:15.8 1 2 3 4 5 2x4 3x4 2-6-9 2-6-9 -1-6-0 1-6-0 2-6-9 2-6-9 0- 8 - 0 2- 4 - 6 1- 1 1 - 3 2- 4 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-7] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 1-6-8 BRACING- TOP CHORD Sheathed or 2-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=62/Mechanical, 2=297/0-5-8, 5=17/Mechanical Max Horz 2=106(LC 8) Max Uplift 4=-60(LC 14), 2=-56(LC 8) Max Grav 4=68(LC 16), 2=356(LC 14), 5=42(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J6 Truss Type Jack-Open Qty 4 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422167 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:27 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-0FVwIu1aY6mRVrZ94cbhSXYrfKnOxwluSGlGoHyAC6w Scale = 1:10.7 1 2 5 3 4 3x6 1-0-9 1-0-9 -1-6-0 1-6-0 1-0-9 1-0-9 0- 8 - 0 1- 4 - 6 0- 1 1 - 3 1- 4 - 6 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=330/0-5-8, 3=-61/Mechanical, 4=-36/Mechanical Max Horz 5=64(LC 8) Max Uplift 5=-87(LC 8), 3=-171(LC 14), 4=-75(LC 14) Max Grav 5=537(LC 14), 3=17(LC 12), 4=9(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-449/87 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) 5, 4 except (jt=lb) 3=171. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J7 Truss Type Jack-Closed Qty 2 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422168 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:27 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-0FVwIu1aY6mRVrZ94cbhSXYrPKnLxuvuSGlGoHyAC6w Scale = 1:27.3 1 2 3 4 5 8 7 6 9 10 1.5x4 3x6 3x4 3x4 1.5x4 4-5-13 4-5-13 8-4-12 3-10-15 -1-6-0 1-6-0 4-5-13 4-5-13 8-4-12 3-10-15 0- 5 - 0 4- 7 - 6 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-8 2-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=397/Mechanical, 2=554/0-5-8 Max Horz 2=184(LC 10) Max Uplift 7=-108(LC 10), 2=-105(LC 10) Max Grav 7=508(LC 17), 2=589(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-573/17 BOT CHORD 2-8=-121/427, 7-8=-121/427 WEBS 3-7=-508/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=108, 2=105. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J7A Truss Type Jack-Closed Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422169 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:28 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-US3IWE2CJQuH7?8LeJ6w?k5vok3agGH2gvUpKjyAC6v Scale = 1:27.5 1 2 3 4 5 9 8 7 6 10 11 3x6 4x5 3x6 2x4 7x10 3x6 1-9-0 1-9-0 2-11-8 1-2-8 8-4-12 5-5-4 -1-6-0 1-6-0 1-9-0 1-9-0 2-11-8 1-2-8 8-4-12 5-5-4 0- 5 - 0 4- 7 - 6 4- 0 - 2 0- 7 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.35 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 0.03 0.02 (loc) 8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=397/Mechanical, 2=554/0-5-8 Max Horz 2=184(LC 10) Max Uplift 7=-108(LC 10), 2=-105(LC 10) Max Grav 7=508(LC 17), 2=589(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/48, 4-7=-294/77 BOT CHORD 2-9=-163/492, 7-8=-300/975 WEBS 3-7=-936/293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=108, 2=105. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J8 Truss Type Jack-Open Qty 3 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422170 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:29 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-yedgja3q4k08l9iXB0e9Yye898RKPqFBvZENs9yAC6u Scale = 1:20.0 1 2 5 3 42x4 5-8-12 5-8-12 -1-6-0 1-6-0 5-8-12 5-8-12 0- 5 - 0 3- 3 - 6 2- 1 0 - 1 1 3- 3 - 6 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >837 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=204/Mechanical, 2=442/0-5-8, 4=38/Mechanical Max Horz 2=144(LC 10) Max Uplift 3=-111(LC 10), 2=-90(LC 10) Max Grav 3=263(LC 17), 2=468(LC 17), 4=92(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=111. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J8A Truss Type Jack-Open Qty 1 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422171 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:29 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-yedgja3q4k08l9iXB0e9YyeBv8KnPpqBvZENs9yAC6u Scale = 1:20.7 1 2 3 8 7 6 5 9 4 2x4 1.5x4 5x6 1.5x4 4x5 3x4 2-11-8 2-11-8 5-7-4 2-7-12 5-8-12 0-1-8 -1-6-0 1-6-0 2-11-8 2-11-8 5-7-4 2-7-12 5-8-12 0-1-8 0- 5 - 0 3- 3 - 6 2- 8 - 2 0- 7 - 4 6.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-0-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.68 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-8: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 2=433/0-5-8, 6=129/Mechanical, 4=106/Mechanical Max Horz 2=139(LC 10) Max Uplift 2=-89(LC 10), 6=-32(LC 10), 4=-50(LC 10) Max Grav 2=457(LC 17), 6=154(LC 17), 4=136(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/9 BOT CHORD 6-7=-132/382 WEBS 3-6=-404/139 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 4. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J9 Truss Type Jack-Open Qty 4 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422172 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:30 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-QqB3xw3Tr18?MJHklk9P49AMfYqt8HUL8DzwPcyAC6t Scale = 1:13.4 1 2 5 3 4 2x4 3-0-12 3-0-12 -1-6-0 1-6-0 3-0-12 3-0-12 0- 5 - 0 1- 1 1 - 6 1- 6 - 1 1 1- 1 1 - 6 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=68/Mechanical, 2=335/0-5-8, 4=19/Mechanical Max Horz 2=89(LC 10) Max Uplift 3=-70(LC 16), 2=-80(LC 10) Max Grav 3=88(LC 17), 2=405(LC 16), 4=47(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J10 Truss Type Jack-Closed Qty 3 Ply 1 PACKER RESIDENCE Job Reference (optional) R56422173 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:20 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-jvaHqVyBCztQAmWpAdz2g2mfAWJrokgsrgYO3ByAC71 Scale = 1:26.6 1 2 3 4 5 6 7 1.5x4 3x4 3x4 1.5x4 8-0-0 8-0-0 -1-6-0 1-6-0 4-4-12 4-4-12 8-0-0 3-7-4 0- 5 - 0 4- 5 - 0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.41 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >516 >303 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=356/Mechanical, 2=542/0-5-8 Max Horz 2=177(LC 10) Max Uplift 5=-103(LC 10), 2=-105(LC 10) Max Grav 5=453(LC 17), 2=578(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-503/61 BOT CHORD 2-5=-155/368 WEBS 3-5=-433/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=103, 2=105. 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J10GD Truss Type Jack-Closed Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422174 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:21 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-B58f2rypzG0Hnw5?jLUHDGIubvhTX8H03KIxbdyAC70 Scale = 1:29.4 1 2 3 5 4 6 7 8 9 10 3x4 1.5x4 4x5 3x6 3x8 Special Special Special Special 3-11-14 3-11-14 8-0-0 4-0-3 3-11-14 3-11-14 8-0-0 4-0-3 0- 5 - 0 4- 5 - 0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.13 0.26 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1446/0-5-8, 4=1551/Mechanical Max Horz 1=150(LC 10) Max Uplift 1=-269(LC 10), 4=-357(LC 10) Max Grav 1=1467(LC 16), 4=1623(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2357/408 BOT CHORD 1-5=-469/2040, 4-5=-469/2040 WEBS 2-5=-307/1737, 2-4=-2301/529 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=269, 4=357. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 594 lb down and 122 lb up at 2-0-12, 594 lb down and 122 lb up at 4-0-12, and 500 lb down and 114 lb up at 4-6-0, and 561 lb down and 131 lb up at 6-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 1-4=-14 Continued 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 December 11,2018 Job 18-080233T Truss J10GD Truss Type Jack-Closed Girder Qty 1 Ply 2 PACKER RESIDENCE Job Reference (optional) R56422174 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 11 00:46:21 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Jkha8UC898?iRDSvS50j?lyBduX-B58f2rypzG0Hnw5?jLUHDGIubvhTX8H03KIxbdyAC70 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-594(B) 8=-594(B) 9=-500(B) 10=-561(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270Roseville, CA 95661 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .