Loading...
HomeMy WebLinkAboutRoof Trusses 1.2216023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. January 21,2019 Liu, Xuegang Pages or sheets covered by this seal: I35902543 thru I35902597 My license renewal date for the state of Indiana is July 31, 2020. 18-4993 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: Smith 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A01 Truss Type Roof Special Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902543 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-lAbwFnIWjQIPGac24CdHrNtBq?aRaH3h1z545Szt6vI Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 5x6 3x6 6x6 5x6 4x6 3x8 5x6 8x8 4x9 2x4 4x9 2x4 3x8 2x4 4x6 3x6 4x6 6x8 4x6 4x9 3x6 4x6 4x6 3x4 4x6 6x6 Special Special Special 4-0-04-0-0 9-3-75-3-7 14-5-25-1-11 19-6-145-1-11 24-8-95-1-11 30-0-05-3-7 33-2-03-2-0 36-4-03-2-0 41-4-45-0-4 46-8-05-3-12 -1-0-0 1-0-0 4-0-0 4-0-0 9-3-7 5-3-7 14-5-2 5-1-11 19-6-14 5-1-11 24-8-9 5-1-11 30-0-0 5-3-7 33-2-0 3-2-0 36-4-0 3-2-0 41-4-4 5-0-4 46-8-0 5-3-12 1-11-104-1-147-11-151-11-104-1-147.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [10:0-1-8,0-2-0], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.78 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.50 -1.04 0.16 (loc) 20-22 19-20 14 l/defl >999 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 529 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 17-21,21-24: 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 11-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-6 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)27=3151/0-5-8, 14=2554/0-5-8 Max Horz 27=203(LC 7) Max Uplift 27=-1126(LC 8), 14=-585(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3412/1271, 3-4=-2866/1108, 4-5=-8255/2822, 5-7=-8255/2822, 7-8=-9596/2899, 8-9=-8182/2292, 9-10=-5475/1506, 10-11=-3411/966, 11-12=-3452/957, 12-13=-3095/766, 2-27=-3119/1149, 13-14=-2473/602 BOT CHORD 25-26=-2109/6205, 23-25=-2109/6205, 22-23=-2958/9413, 20-22=-2958/9413, 19-20=-2789/9596, 18-19=-2165/8130, 16-18=-1140/4649, 15-16=-562/2610 WEBS 3-26=-513/1375, 4-26=-4071/1357, 4-25=-207/474, 4-23=-748/2546, 5-23=-293/104, 7-23=-1436/305, 7-22=-200/427, 7-20=-10/349, 8-20=-375/675, 8-19=-1825/774, 9-19=-432/1329, 9-18=-5474/1611, 10-18=-1163/4079, 10-16=-3603/1069, 11-16=-879/3148, 12-16=-162/534, 12-15=-783/271, 2-26=-1083/3126, 13-15=-584/2641 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=1126, 14=585. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A01 Truss Type Roof Special Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902543 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:04 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-DN8IT7J8UkQGtkBEew8WObQMaPwgJkJqGdqddvzt6vH NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 105 lb up at 4-0-0 on top chord, and 68 lb down and 81 lb up at 4-0-0, 127 lb down and 104 lb up at 4-0-12, 127 lb down and 104 lb up at 6-0-12, 127 lb down and 104 lb up at 8-0-12, 127 lb down and 104 lb up at 10-0-12, 127 lb down and 104 lb up at 12-0-12, 127 lb down and 104 lb up at 14-0-12, 127 lb down and 104 lb up at 16-0-12, 127 lb down and 104 lb up at 18-0-12, 127 lb down and 104 lb up at 20-0-12, 127 lb down and 104 lb up at 22-0-12, and 127 lb down and 104 lb up at 24-0-12, and 573 lb down and 138 lb up at 25-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-11=-60, 11-13=-60, 14-27=-20 Concentrated Loads (lb) Vert: 3=-58(F) 24=-118 26=-141(F=-23) 31=-118 32=-118 33=-118 34=-118 35=-118 36=-118 37=-118 38=-118 39=-118 40=-550(F) 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A02 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902544 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-ZKyBWqNHJG2Y_V3CRTkh5e7FPQcy__mZPuYOJ6zt6vC Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 5x6 3x6 6x6 5x6 3x4 3x8 MT18HS 5x6 6x10 3x6 4x6 3x6 7x12 3x6 4x6 4x12 4x6 4x6 4x9 5x6 6-0-06-0-0 14-8-08-8-0 23-4-08-8-0 32-0-08-8-0 39-2-47-2-4 46-8-07-5-12 -1-0-0 1-0-0 6-0-0 6-0-0 12-6-0 6-6-0 19-0-0 6-6-0 25-6-0 6-6-0 32-0-0 6-6-0 36-4-0 4-4-0 41-4-4 5-0-4 46-8-0 5-3-12 1-11-105-3-147-11-151-11-105-3-147.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [16:0-6-0,0-4-8], [19:0-4-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.83 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.83 0.19 (loc) 16 15-16 12 l/defl >999 >668 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-19,7-15,8-13,9-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-13 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 4-19, 10-12 2 Rows at 1/3 pts 8-13 REACTIONS.(lb/size)20=1925/0-5-8, 12=1854/0-5-8 Max Horz 20=203(LC 11) Max Uplift 20=-229(LC 12), 12=-188(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/376, 3-4=-1888/364, 4-5=-3738/615, 5-7=-4346/692, 7-8=-3733/608, 8-9=-1574/327, 9-10=-2308/439, 2-20=-1869/364 BOT CHORD 17-19=-514/3426, 16-17=-624/4206, 15-16=-633/4339, 13-15=-517/3712, 12-13=-273/1836 WEBS 3-19=-34/770, 4-19=-1920/311, 4-17=-13/778, 5-17=-710/158, 5-16=0/261, 7-15=-838/151, 8-15=0/668, 8-13=-2935/475, 9-13=-287/1738, 10-13=0/332, 2-19=-186/1867, 10-12=-2344/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 6-0-0, Exterior(2) 6-0-0 to 10-8-0, Interior(1) 10-8-0 to 36-4-0, Exterior(2) 36-4-0 to 41-0-0, Interior(1) 41-0-0 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=229, 12=188. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A03 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902545 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-Wj4yxWOXquIGDpDaYum9A3CYFDKcSv5stC1VN?zt6vA Scale = 1:85.4 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 27 28 29 30 31 32 33 34 35 36 5x6 3x6 5x9 4x6 4x8 MT18HS 5x6 6x8 3x6 4x6 3x6 4x6 3x6 5x10 MT18HS 10x10 2x4 6x8 4x6 4x16 4x6 5x6 8-0-08-0-0 16-8-08-8-0 25-4-08-8-0 34-0-08-8-0 41-4-47-4-4 46-8-05-3-12 -1-0-0 1-0-0 8-0-0 8-0-0 14-6-0 6-6-0 21-0-0 6-6-0 27-6-0 6-6-0 34-0-0 6-6-0 36-4-0 2-4-0 41-4-4 5-0-4 46-8-0 5-3-12 1-11-106-5-147-11-151-11-106-5-147.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-5-0,0-1-0], [12:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.76 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.65 0.13 (loc) 16-18 16-18 12 l/defl >999 >852 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,4-18,7-16,8-15,10-13,11-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 7-15, 8-15, 9-13 REACTIONS.(lb/size)21=1925/0-5-8, 12=1854/0-5-8 Max Horz 21=203(LC 11) Max Uplift 21=-229(LC 12), 12=-188(LC 12) Max Grav 21=1925(LC 1), 12=1880(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2424/398, 3-4=-2008/393, 4-5=-3302/566, 5-7=-3583/599, 7-8=-2875/499, 8-9=-3430/627, 9-10=-2317/479, 10-11=-2275/348, 2-21=-1847/373, 11-12=-1835/290 BOT CHORD 20-21=-181/357, 18-20=-426/3149, 16-18=-491/3608, 15-16=-472/3529, 13-15=-222/1986 WEBS 3-20=-24/839, 4-20=-1528/241, 4-18=0/710, 5-18=-462/117, 7-16=0/286, 7-15=-970/169, 8-15=-1913/403, 9-15=-444/2941, 9-13=-308/100, 10-13=-352/200, 2-20=-128/1863, 11-13=-221/1904 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 8-0-0, Exterior(2) 8-0-0 to 12-8-0, Interior(1) 12-8-0 to 36-4-0, Exterior(2) 36-4-0 to 41-0-0, Interior(1) 41-0-0 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=229, 12=188. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A04 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902546 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-S5BiLCQnMVZ_S7NzgJpdFUHwb101wqe9KWWbStzt6v8 Scale = 1:88.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 38 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x6 3x6 6x10 4x6 4x6 4x9 4x6 3x6 4x6 3x6 4x6 3x6 6x10 2x4 3x6 4x8 MT18HS 3x8 MT18HS4x16 4x6 5x6 10-0-010-0-0 18-8-08-8-0 27-4-08-8-0 36-0-08-8-0 41-4-45-4-4 46-8-05-3-12 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 16-6-0 6-6-0 23-0-0 6-6-0 29-6-0 6-6-0 36-0-0 6-6-0 36-4-0 0-4-0 41-4-4 5-0-4 46-8-0 5-3-12 1-11-107-7-147-11-151-11-107-7-147.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.70 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.13 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,9-15,11-14,2-22,3-22,12-13,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-14 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-19, 6-17, 8-15, 9-15, 10-14, 3-22 REACTIONS.(lb/size)22=1925/0-5-8, 13=1854/0-5-8 Max Horz 22=197(LC 11) Max Uplift 22=-229(LC 12), 13=-188(LC 12) Max Grav 22=1944(LC 17), 13=1921(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2433/432, 4-5=-2053/403, 5-6=-2976/532, 6-8=-3029/533, 8-9=-2223/429, 9-10=-2304/449, 10-11=-2309/479, 11-12=-2301/357, 2-22=-295/162, 12-13=-1858/288 BOT CHORD 21-22=-300/1934, 19-21=-352/2892, 17-19=-384/3135, 15-17=-349/2917, 14-15=-215/2074 WEBS 3-21=0/402, 4-21=-79/906, 5-21=-1236/207, 5-19=0/562, 6-19=-298/82, 8-17=0/477, 8-15=-1123/182, 9-15=-985/245, 10-14=-440/37, 11-14=-306/186, 3-22=-2304/326, 12-14=-217/1911, 10-15=-299/2058 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 10-0-0, Exterior(2) 10-0-0 to 14-8-0, Interior(1) 14-8-0 to 36-4-0, Exterior(2) 36-4-0 to 41-0-0, Interior(1) 41-0-0 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=229, 13=188. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A05 Truss Type Hip Qty 1 Ply 1 Smith Job Reference (optional) I35902547 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-wIl4ZYRP7phr4Gy9E0Ksohq2tROAfGqIZAG9_Kzt6v7 Scale = 1:90.3 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 3x6 5x6 3x6 3x6 3x8 MT18HS 7x12 3x6 4x9 3x8 2x4 4x6 3x6 7x12 3x6 4x9 4x6 3x8 MT18HS 5x6 5x6 4x6 6-1-126-1-12 12-0-05-10-4 19-7-47-7-4 27-0-127-5-8 34-8-07-7-4 40-6-45-10-4 46-8-06-1-12 -1-0-0 1-0-0 6-1-12 6-1-12 12-0-0 5-10-4 19-7-4 7-7-4 27-0-12 7-5-8 34-8-0 7-7-4 40-6-4 5-10-4 46-8-0 6-1-12 1-11-108-9-148-11-101-11-108-9-147.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [14:0-3-8,0-2-0], [15:0-6-0,0-4-8], [19:0-6-0,0-4-8], [20:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.95 0.57 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.11 (loc) 15-16 16-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,10-14,2-21,2-20,12-13,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 6-16, 8-15 REACTIONS.(lb/size)21=1925/0-5-8, 13=1854/0-5-8 Max Horz 21=224(LC 11) Max Uplift 21=-229(LC 12), 13=-188(LC 12) Max Grav 21=1943(LC 17), 13=1870(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2333/393, 4-5=-2406/467, 5-6=-2035/450, 6-8=-2629/542, 8-9=-2025/448, 9-10=-2395/472, 10-12=-2324/388, 2-21=-1869/364, 12-13=-1797/319 BOT CHORD 20-21=-175/261, 19-20=-307/2062, 18-19=-329/2716, 16-18=-329/2716, 15-16=-335/2661, 14-15=-283/1916 WEBS 4-20=-415/134, 5-19=-75/839, 6-19=-1033/152, 6-18=0/396, 8-16=0/346, 8-15=-1016/150, 9-15=-76/836, 10-14=-420/146, 2-20=-208/1868, 12-14=-242/1887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 12-0-0, Exterior(2) 12-0-0 to 18-7-3, Interior(1) 18-7-3 to 34-8-0, Exterior(2) 34-8-0 to 41-3-3, Interior(1) 41-3-3 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=229, 13=188. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A06 Truss Type Hip Qty 2 Ply 1 Smith Job Reference (optional) I35902548 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-sgtr_ESgfQxZJa5YLRMKt6vROE2?7Avb0UlG2Czt6v5 Scale = 1:90.2 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 3x6 5x6 3x6 3x6 4x8 MT18HS 4x6 3x6 6x6 4x9 3x6 7x12 3x6 4x9 3x6 6x6 5x6 4x8 MT18HS 5x6 5x6 4x6 7-1-127-1-12 14-0-06-10-4 23-4-09-4-0 32-8-09-4-0 39-6-46-10-4 46-8-07-1-12 -1-0-0 1-0-0 7-1-12 7-1-12 14-0-0 6-10-4 20-2-11 6-2-11 26-5-5 6-2-11 32-8-0 6-2-11 39-6-4 6-10-4 46-8-0 7-1-12 1-11-109-11-1410-1-101-11-109-11-147.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [12:0-2-12,0-2-0], [13:Edge,0-3-8], [14:0-3-0,0-2-12], [17:0-6-0,0-4-8], [20:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.76 0.68 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.42 0.09 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,10-14,2-21,2-20,12-13,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-1 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 8-16, 10-16 REACTIONS.(lb/size)21=1925/0-5-8, 13=1854/Mechanical Max Horz 21=250(LC 11) Max Uplift 21=-229(LC 12), 13=-188(LC 12) Max Grav 21=1990(LC 17), 13=1927(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2481/402, 4-5=-2405/469, 5-6=-2007/457, 6-8=-2386/498, 8-9=-2008/455, 9-10=-2408/472, 10-12=-2483/398, 2-21=-1910/366, 12-13=-1848/319 BOT CHORD 20-21=-193/316, 18-20=-306/2198, 17-18=-272/2408, 16-17=-276/2376, 14-16=-279/2035 WEBS 4-20=-317/134, 5-18=-82/851, 6-18=-734/138, 6-17=0/278, 8-17=0/277, 8-16=-733/138, 9-16=-88/855, 10-14=-324/143, 2-20=-193/1936, 12-14=-227/1975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 14-0-0, Exterior(2) 14-0-0 to 20-7-3, Interior(1) 20-7-3 to 32-8-0, Exterior(2) 32-8-0 to 39-6-4, Interior(1) 39-6-4 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 21=229, 13=188. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A07 Truss Type Piggyback Base Qty 14 Ply 1 Smith Job Reference (optional) I35902549 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-o3?bPvUwB1BHZuFwTsOoyX?mt2jub4NuUoEM75zt6v3 Scale = 1:86.8 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 3x6 5x6 3x6 5x6 3x6 4x8 MT18HS 4x6 3x6 6x6 4x9 3x6 7x12 3x6 4x9 3x6 6x6 5x6 4x8 MT18HS 5x6 4x6 7-1-127-1-12 14-0-06-10-4 23-4-09-4-0 32-8-09-4-0 39-6-46-10-4 46-8-07-1-12 -1-0-0 1-0-0 7-1-12 7-1-12 14-0-0 6-10-4 20-2-11 6-2-11 26-5-5 6-2-11 32-8-0 6-2-11 39-6-4 6-10-4 46-8-0 7-1-12 1-11-1010-1-101-11-1010-1-107.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-3-0,0-1-12], [9:0-3-0,0-1-12], [12:0-2-12,0-2-0], [13:Edge,0-3-8], [14:0-3-0,0-2-12], [17:0-6-0,0-4-8], [20:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.76 0.65 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.41 0.09 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 264 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,10-14,2-21,2-20,12-13,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 8-16, 10-16 REACTIONS.(lb/size)21=1925/0-5-8, 13=1854/Mechanical Max Horz 21=251(LC 11) Max Uplift 21=-229(LC 12), 13=-188(LC 12) Max Grav 21=1989(LC 17), 13=1926(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2482/402, 4-5=-2389/468, 5-6=-2007/458, 6-8=-2345/497, 8-9=-2007/456, 9-10=-2391/472, 10-12=-2483/397, 2-21=-1911/365, 12-13=-1848/319 BOT CHORD 20-21=-195/317, 18-20=-305/2199, 17-18=-265/2371, 16-17=-269/2339, 14-16=-279/2036 WEBS 4-20=-312/137, 4-18=-265/126, 5-18=-80/837, 6-18=-689/132, 6-17=0/270, 8-17=0/269, 8-16=-688/132, 9-16=-85/841, 10-16=-271/127, 10-14=-319/146, 2-20=-193/1937, 12-14=-227/1976 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 14-0-0, Exterior(2) 14-0-0 to 20-7-3, Interior(1) 20-7-3 to 32-8-0, Exterior(2) 32-8-0 to 39-6-4, Interior(1) 39-6-4 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 21=229, 13=188. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A08 Truss Type Roof Special Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902550 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-lS6LpbVAjfR?oBPJaHRG1y43lrK83_yBx6jTBzzt6v1 Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 33 34 35 36 37 38 39 6x6 3x6 5x10 MT18HS 3x6 3x8 4x6 3x6 4x6 8x8 10x12 MT18HS 8x8 4x9 2x4 4x9 2x4 3x8 2x4 8x16 6x12 4x9 2x4 5x9 2x4 3x6 6x6 4x6 6x6 Special Special Special 4-0-04-0-0 9-5-25-5-2 14-8-85-3-6 19-11-145-3-6 25-5-05-5-2 28-3-02-10-0 34-0-85-9-8 37-4-83-4-0 42-3-34-10-11 46-8-04-4-13 -1-0-0 1-0-0 4-0-0 4-0-0 9-5-2 5-5-2 14-8-8 5-3-6 19-11-14 5-3-6 25-5-0 5-5-2 28-3-0 2-10-0 31-1-12 2-10-12 34-0-8 2-10-12 38-1-13 4-1-5 42-3-3 4-1-5 46-8-0 4-4-13 47-8-0 1-0-0 1-11-104-1-149-4-01-0-00-11-102-2-84-1-147.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [8:0-5-0,0-2-0], [9:0-1-12,0-2-0], [17:0-3-4,0-8-12], [17:0-1-13,0-0-0], [21:0-7-4,0-4-12], [23:0-8-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.99 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.49 -1.14 0.26 (loc) 23-24 23-24 17 l/defl >999 >490 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 511 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-22: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 21-23: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)30=3226/0-5-8, 17=2512/0-5-8 Max Horz 30=-230(LC 6) Max Uplift 30=-1014(LC 8), 17=-511(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3605/1179, 3-4=-3140/1065, 4-5=-8555/2487, 5-7=-8555/2487, 7-8=-8774/2169, 8-9=-8376/1986, 9-10=-4466/1001, 10-11=-4385/1019, 11-12=-5792/1258, 12-14=-5838/1199, 14-15=-5109/982, 2-30=-3189/1038, 15-17=-2491/530 BOT CHORD 28-29=-1877/6448, 26-28=-1877/6448, 24-26=-2488/9693, 23-24=-2488/9693, 22-23=-131/498, 9-21=-949/3710, 20-21=-1589/7322, 19-20=-627/3816, 18-19=-774/4488, 17-18=-73/474 WEBS 3-29=-466/1471, 4-29=-4071/1148, 4-28=-189/492, 4-26=-603/2592, 5-26=-291/102, 7-26=-1400/149, 7-24=-258/1017, 7-23=-1235/641, 8-23=-2668/542, 21-23=-2081/8999, 8-21=-2487/746, 9-20=-3762/1011, 11-20=-682/2714, 11-19=-445/2472, 14-19=-141/721, 14-18=-718/209, 2-29=-984/3264, 15-18=-673/3877 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) 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. 9) Bearing at joint(s) 17 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 January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A08 Truss Type Roof Special Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902550 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:20 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-lS6LpbVAjfR?oBPJaHRG1y43lrK83_yBx6jTBzzt6v1 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 30=1014, 17=511. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 105 lb up at 4-0-0 on top chord, and 68 lb down and 81 lb up at 4-0-0, 134 lb down and 98 lb up at 4-0-12, 134 lb down and 98 lb up at 6-0-12, 134 lb down and 98 lb up at 8-0-12, 134 lb down and 98 lb up at 10-0-12, 134 lb down and 98 lb up at 12-0-12, 134 lb down and 98 lb up at 14-0-12, 134 lb down and 98 lb up at 16-0-12, 134 lb down and 98 lb up at 18-0-12, and 134 lb down and 98 lb up at 20-0-12, and 654 lb down and 156 lb up at 20-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 8-11=-60, 11-15=-60, 15-16=-60, 22-30=-20, 19-21=-20, 17-19=-20 Concentrated Loads (lb) Vert: 3=-58(B) 27=-128 29=-152(B=-23) 24=-128 25=-128 34=-128 35=-128 36=-128 37=-128 38=-128 39=-654(B) 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A09 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902551 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-hqE6EHXQFGhi1VZiiiTk7N9O8f3rXtnUPQCaGszt6v? Scale = 1:92.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 5x6 3x8 5x10 MT18HS 6x6 3x6 3x8 MT18HS 5x6 4x6 4x12 10x10 6x10 4x9 2x4 4x9 2x4 4x9 8x8 12x12 4x9 4x6 7x10 MT18HS 5x6 6-0-06-0-0 13-2-47-2-4 20-2-127-0-8 24-4-84-1-12 28-3-03-10-8 37-4-89-1-8 46-8-09-3-8 -1-0-0 1-0-0 6-0-0 6-0-0 13-2-4 7-2-4 20-2-12 7-0-8 24-4-8 4-1-12 27-5-0 3-0-8 28-3-0 0-10-0 34-0-8 5-9-8 40-2-8 6-2-0 46-8-0 6-5-8 1-11-105-3-149-4-01-0-00-11-102-2-85-3-147.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-5-0,0-2-0], [13:0-1-0,0-1-12], [13:Edge,0-3-8], [16:0-8-0,0-5-0], [18:0-3-8,0-4-0], [23:0-4-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 1.00 0.78 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -1.17 0.34 (loc) 17 15-16 14 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SP No.1, 10-12: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 15-16: 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 4-23,4-19,16-18,9-15,10-15,11-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-23 2 Rows at 1/3 pts 9-15, 11-14 REACTIONS.(lb/size)24=1926/0-5-8, 14=1856/0-5-8 Max Horz 24=-219(LC 10) Max Uplift 24=-228(LC 12), 14=-187(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2289/374, 3-4=-1887/363, 4-6=-4296/689, 6-7=-4296/689, 7-8=-4727/715, 8-9=-5031/734, 9-10=-2304/375, 10-11=-4208/630, 11-13=-677/158, 2-24=-1865/362, 13-14=-479/143 BOT CHORD 23-24=-170/267, 21-23=-497/3586, 19-21=-497/3586, 18-19=-584/4356, 17-18=-177/773, 9-16=-142/1599, 15-16=-628/4655, 14-15=-508/3683 WEBS 3-23=-26/751, 4-23=-2052/298, 4-21=0/305, 4-19=-105/868, 6-19=-329/133, 16-18=-417/3664, 7-16=-45/578, 9-15=-2659/475, 10-15=-421/3282, 2-23=-187/1866, 11-14=-3736/507, 7-18=-747/133, 8-16=-2260/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 6-0-0, Exterior(2) 6-0-0 to 10-8-0, Interior(1) 10-8-0 to 34-0-8, Exterior(2) 34-0-8 to 38-8-8, Interior(1) 38-8-8 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 16% 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=228, 14=187. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A010 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902552 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-hZiggTKmF2Y7VulQCdglwoyXsoIA2CP_VHaAALzt6vG Scale = 1:88.2 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 27 28 29 30 31 32 33 34 5x6 3x6 5x10 MT18HS 5x9 3x6 4x8 MT18HS 5x6 6x8 3x10 2x4 4x6 3x6 6x10 4x6 4x6 6x8 4x8 MT18HS 3x6 4x6 5x6 8-0-08-0-0 15-2-47-2-4 22-2-127-0-8 29-5-07-2-4 37-10-128-5-12 46-8-08-9-4 -1-0-0 1-0-0 8-0-0 8-0-0 15-2-4 7-2-4 22-2-12 7-0-8 29-5-0 7-2-4 34-0-8 4-7-8 40-2-8 6-2-0 46-8-0 6-5-8 1-11-106-5-149-4-01-11-106-5-147.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-5-0,0-2-0], [15:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.70 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.68 0.14 (loc) 15-17 15-17 12 l/defl >999 >819 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 249 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,5-7: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,4-18,6-17,7-15,9-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-10 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-15, 7-15, 8-13, 9-12 REACTIONS.(lb/size)21=1925/0-5-8, 12=1854/Mechanical Max Horz 21=233(LC 11) Max Uplift 21=-229(LC 12), 12=-188(LC 12) Max Grav 21=1925(LC 1), 12=1865(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2428/396, 3-4=-2013/392, 4-6=-3633/618, 6-7=-3342/560, 7-8=-3872/704, 8-9=-2427/462, 2-21=-1845/372, 11-12=-254/117 BOT CHORD 20-21=-188/381, 18-20=-438/3310, 17-18=-438/3310, 15-17=-492/3706, 13-15=-202/1955, 12-13=-274/1946 WEBS 3-20=-14/823, 4-20=-1648/229, 4-18=0/326, 4-17=-72/590, 6-15=-506/77, 7-15=-2201/483, 8-15=-491/3030, 8-13=-34/281, 2-20=-129/1869, 9-12=-2399/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 8-0-0, Exterior(2) 8-0-0 to 12-8-0, Interior(1) 12-8-0 to 34-0-8, Exterior(2) 34-0-8 to 38-8-8, Interior(1) 38-8-8 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 21=229, 12=188. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A011 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902553 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-9lG3tpKO0Lg_72KdmLB_T0Vi8Cddnf97jxJkinzt6vF Scale = 1:88.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 34 24 25 26 27 28 29 30 31 32 33 5x6 3x6 5x6 5x9 3x6 4x6 4x9 4x6 3x6 4x6 2x4 3x8 10x10 8x8 2x4 3x6 4x8 MT18HS 3x8 MT18HS 5x6 4x6 4x6 10-0-010-0-0 17-2-47-2-4 24-2-127-0-8 31-5-07-2-4 40-2-88-9-8 46-8-06-5-8 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 17-2-4 7-2-4 24-2-12 7-0-8 31-5-0 7-2-4 34-0-8 2-7-8 40-2-8 6-2-0 46-8-0 6-5-8 1-11-107-7-149-4-01-11-107-7-147.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.68 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.52 0.13 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-21,5-21,7-19,7-16,8-16,9-16,9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 7-19, 7-16, 8-16, 9-14, 3-22 REACTIONS.(lb/size)22=1925/0-5-8, 13=1854/Mechanical Max Horz 22=233(LC 11) Max Uplift 22=-229(LC 12), 13=-188(LC 12) Max Grav 22=1947(LC 17), 13=1926(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2434/430, 4-5=-2056/402, 5-7=-2923/537, 7-8=-2767/490, 8-9=-3209/599, 9-10=-2516/515, 10-12=-2459/357, 2-22=-299/163, 12-13=-1877/291 BOT CHORD 21-22=-309/1957, 19-21=-360/3006, 17-19=-381/3229, 16-17=-381/3229, 14-16=-194/2012 WEBS 3-21=0/372, 4-21=-67/883, 5-21=-1314/192, 5-19=0/533, 7-19=-407/33, 7-17=0/333, 7-16=-684/107, 8-16=-1819/399, 9-16=-390/2653, 9-14=-131/287, 10-14=-440/238, 3-22=-2297/324, 12-14=-204/2007 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 10-0-0, Exterior(2) 10-0-0 to 14-8-0, Interior(1) 14-8-0 to 34-0-8, Exterior(2) 34-0-8 to 38-8-8, Interior(1) 38-8-8 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 22=229, 13=188. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss A012 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902554 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-58OpIVMeYzwhMLU?tmDSYRa1r0LwFYrQBFpqmgzt6vD Scale = 1:90.3 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 30 31 32 33 3x6 5x6 3x6 5x6 6x8 3x6 3x8 MT18HS 7x12 3x6 4x9 3x8 2x4 4x6 3x6 6x10 8x8 2x4 4x6 3x8 MT18HS 5x6 4x6 4x6 6-1-126-1-12 12-0-05-10-4 19-2-47-2-4 26-2-127-0-8 33-5-07-2-4 40-2-86-9-8 46-8-06-5-8 -1-0-0 1-0-0 6-1-12 6-1-12 12-0-0 5-10-4 19-2-4 7-2-4 26-2-12 7-0-8 33-5-0 7-2-4 34-0-8 0-7-8 40-2-8 6-2-0 46-8-0 6-5-8 1-11-108-9-149-4-01-11-108-9-147.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [21:0-6-0,0-4-8], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.56 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.11 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 275 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,11-15,2-23,2-22,13-14,13-15: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-1 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 6-18, 8-17, 9-17, 10-15 REACTIONS.(lb/size)23=1925/0-5-8, 14=1854/Mechanical Max Horz 23=-225(LC 10) Max Uplift 23=-229(LC 12), 14=-188(LC 12) Max Grav 23=1963(LC 17), 14=1946(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2361/368, 4-5=-2436/449, 5-6=-2061/424, 6-8=-2721/516, 8-9=-2257/445, 9-10=-2605/515, 10-11=-2500/516, 11-13=-2466/365, 2-23=-1890/353, 13-14=-1882/288 BOT CHORD 22-23=-175/269, 21-22=-274/2093, 20-21=-288/2745, 18-20=-288/2745, 17-18=-288/2754, 15-17=-186/2046 WEBS 4-22=-419/131, 5-21=-70/863, 6-21=-1057/140, 6-20=0/384, 8-18=0/251, 8-17=-839/122, 9-17=-1426/330, 11-15=-408/228, 2-22=-188/1893, 13-15=-201/1995, 10-17=-343/2308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-8-0, Interior(1) 3-8-0 to 12-0-0, Exterior(2) 12-0-0 to 16-8-0, Interior(1) 16-8-0 to 34-0-8, Exterior(2) 34-0-8 to 38-8-8, Interior(1) 38-8-8 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 23=229, 14=188. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss B01 Truss Type Common Supported Gable Qty 1 Ply 1 Smith Job Reference (optional) I35902555 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-91oUSdY30apZff8uFP_zfbihB3W7GW0dd4x7oIzt6v_ Scale = 1:62.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 21 20 22 374x6 4x6 3x4 4x6 3x4 4x6 4x6 3x4 24-4-024-4-0 26-8-02-4-0 -1-0-0 1-0-0 13-4-0 13-4-0 26-8-0 13-4-0 27-8-0 1-0-0 1-11-109-8-151-11-107.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [18:0-3-0,Edge], [20:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.47 0.33 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 35-36 35-36 22 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 356 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 10-28,9-30,11-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-30, 11-27 REACTIONS.All bearings 24-4-0 except (jt=length) 22=0-3-8. (lb) - Max Horz 36=-248(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 33, 34, 27, 26, 25, 24 except 36=-350(LC 10), 35=-230(LC 11), 23=-143(LC 17), 22=-194(LC 12) Max Grav All reactions 250 lb or less at joint(s) 28, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23 except 36=336(LC 11), 35=449(LC 17), 22=449(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-211/264, 8-9=-181/258, 9-10=-222/304, 10-11=-222/304, 11-12=-181/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 13-4-0, Corner(3) 13-4-0 to 16-4-0, Exterior(2) 16-4-0 to 27-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 30, 31, 32, 33, 34, 27, 26, 25, 24 except (jt=lb) 36=350, 35=230, 23=143, 22=194. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss B02 Truss Type Common Qty 7 Ply 1 Smith Job Reference (optional) I35902556 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-5PwEtJZJXB3HuzHGNq1Rk0n0qs7qkMDw5OQEsBzt6uy Scale = 1:59.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 3x4 4x6 3x4 2x4 3x6 3x6 3x4 3x8 3x4 3x6 4x6 2x4 4x6 6-9-126-9-12 16-2-09-4-4 24-1-47-11-4 24-4-00-2-12 26-8-02-4-0 -1-0-0 1-0-0 6-9-12 6-9-12 13-4-0 6-6-4 19-10-4 6-6-4 26-8-0 6-9-12 27-8-0 1-0-0 1-11-109-8-151-11-107.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.52 0.63 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.38 0.03 (loc) 12-14 12-14 11 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-11 REACTIONS.(lb/size)15=1016/0-5-8, 11=1231/0-5-8 Max Horz 15=-248(LC 10) Max Uplift 15=-134(LC 12), 11=-162(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1096/158, 4-5=-720/197, 5-6=-845/208, 6-8=-97/273, 2-15=-962/197 BOT CHORD 14-15=-211/282, 12-14=-51/1008, 11-12=-8/601 WEBS 4-12=-497/130, 5-12=-65/456, 6-11=-1189/239, 2-14=-7/828, 8-11=-281/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-4-0, Exterior(2) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 27-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=134, 11=162. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss B03 Truss Type Common Qty 1 Ply 1 Smith Job Reference (optional) I35902557 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-ZcUd4eaxIVB8W6sTxYYgHDKC_GRTToC3K2AnOdzt6ux Scale = 1:59.7 1 2 3 4 5 6 7 8 14 13 12 11 9 15 16 17 18 19 20 21 22 23 24 10 3x6 4x6 3x4 4x6 3x4 4x6 3x4 4x6 4x6 3x6 3x6 4x6 8-11-138-11-13 17-8-38-8-5 24-2-06-5-13 26-8-02-6-0 -1-0-0 1-0-0 6-9-12 6-9-12 13-4-0 6-6-4 19-10-4 6-6-4 26-8-0 6-9-12 1-11-109-8-151-11-107.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.74 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.37 0.05 (loc) 11-13 11-13 9 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13,2-14,8-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-9 REACTIONS.(lb/size)14=1115/0-5-8, 9=960/2-9-8, 10=104/0-3-8 Max Horz 14=245(LC 11) Max Uplift 14=-153(LC 12), 9=-159(LC 12) Max Grav 14=1153(LC 17), 9=984(LC 18), 10=200(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/158, 3-5=-1233/281, 5-7=-1208/299, 2-14=-341/180 BOT CHORD 13-14=-136/1142, 11-13=-35/838, 10-11=-141/999, 9-10=-141/999 WEBS 5-11=-97/505, 5-13=-70/559, 3-14=-1194/86, 7-9=-1233/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-4-0, Exterior(2) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=153, 9=159. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss B04 Truss Type Common Qty 12 Ply 1 Smith Job Reference (optional) I35902558 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-2o1?H_bZ3oJ?8GRfUF3vqRsMUgmHCDODYivLw3zt6uw Scale = 1:59.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 3x4 4x6 3x4 5x10 MT18HS 3x4 4x6 3x4 4x6 4x6 4x6 4x6 4x6 8-1-08-1-0 8-11-130-10-13 17-8-38-8-5 18-7-00-10-13 26-8-08-1-0 -1-0-0 1-0-0 6-9-12 6-9-12 13-4-0 6-6-4 19-10-4 6-6-4 26-8-0 6-9-12 1-11-109-8-151-11-107.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.83 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.47 0.04 (loc) 10-12 10-12 9 l/defl >999 >678 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,4-12,2-13,8-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-9 REACTIONS.(lb/size)13=1309/0-5-8, 9=1237/0-5-8 Max Horz 13=242(LC 11) Max Uplift 13=-166(LC 12), 9=-126(LC 12) Max Grav 13=1382(LC 17), 9=1291(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-271/173, 4-5=-1687/346, 5-6=-1650/351, 2-13=-336/190 BOT CHORD 12-13=-165/1492, 10-12=-61/1063, 9-10=-158/1370 WEBS 5-10=-122/802, 5-12=-122/820, 4-13=-1644/106, 6-9=-1694/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-4-0, Exterior(2) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=166, 9=126. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 12-13=-20, 10-12=-55, 9-10=-20 January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss B05 Truss Type Common Qty 5 Ply 1 Smith Job Reference (optional) I35902559 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-W_bNVKbBq6SslQ0r2za8MePYq47IxiwMnMfuTWzt6uv Scale = 1:59.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 3x4 4x6 3x4 3x6 3x4 4x6 3x4 4x6 4x6 3x6 3x6 4x6 8-11-138-11-13 17-8-38-8-5 26-8-08-11-13 -1-0-0 1-0-0 6-9-12 6-9-12 13-4-0 6-6-4 19-10-4 6-6-4 26-8-0 6-9-12 27-8-0 1-0-0 1-11-109-8-151-11-107.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.47 0.71 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.38 0.05 (loc) 11-13 13-14 10 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13,2-14,8-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1124/0-5-8, 10=1124/0-5-8 Max Horz 14=-248(LC 10) Max Uplift 14=-148(LC 12), 10=-148(LC 12) Max Grav 14=1163(LC 17), 10=1163(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/157, 3-5=-1246/275, 5-7=-1246/275, 7-8=-286/157, 2-14=-342/180, 8-10=-342/180 BOT CHORD 13-14=-95/1161, 11-13=0/863, 10-11=-84/1033 WEBS 5-11=-76/545, 5-13=-76/545, 3-14=-1205/81, 7-10=-1204/81 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-4-0, Exterior(2) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 27-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=148, 10=148. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss B06 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902560 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-wZHW7Me471qRculQj57r_H12mH8C81yoTKtY3rzt6us Scale: 3/16"=1' Sheet Back Right Option 2-10-0 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 17 16 15 14 12 11 10 9 49 52 53 54 55 56 57 58 59 60 13 3x4 4x6 3x4 3x4 4x6 3x4 3x4 4x6 3x6 3x6 4x6 3x8 3x6 3x4 3x6 8-11-138-11-13 17-8-38-8-5 20-6-02-9-13 20-8-00-2-0 23-10-03-2-0 26-8-02-10-0 6-9-12 6-9-12 10-2-12 3-5-0 13-4-0 3-1-4 19-10-4 6-6-4 26-8-0 6-9-12 27-8-0 1-0-0 1-11-109-8-151-11-107.00 12 Plate Offsets (X,Y)-- [4:0-0-15,0-1-8], [7:0-3-0,0-1-8], [36:0-1-4,0-1-8], [48:0-1-8,0-1-0], [49:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.76 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.42 0.04 (loc) 14-16 14-16 9 l/defl >999 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 282 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-15: 2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 4-14,4-16,2-17: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17 JOINTS 1 Brace at Jt(s): 49, 52 REACTIONS.All bearings 6-5-8 except (jt=length) 17=0-5-8, 13=0-3-8. (lb) - Max Horz 17=-245(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 17=-109(LC 12), 9=-188(LC 12), 10=-638(LC 17), 12=-681(LC 1), 13=-165(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12 except 17=1112(LC 17), 9=1528(LC 18), 13=784(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1274/280, 4-6=-1246/284, 6-7=-1344/215, 1-17=-253/106, 7-9=-1491/254 BOT CHORD 16-17=-97/1185, 14-16=0/876, 13-14=-95/1116, 12-13=-95/1116, 11-12=-95/1116, 10-11=-95/1116 WEBS 4-14=-85/531, 14-49=-355/196, 6-49=-395/202, 4-16=-72/571, 2-17=-1244/125, 7-10=-55/1215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 27-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 17, 188 lb uplift at joint 9, 638 lb uplift at joint 10, 681 lb uplift at joint 12 and 165 lb uplift at joint 13. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss C01 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902561 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-OlruLifiuLyIE1KdHof4WUaDlhTctRWyizd6cHzt6ur Scale = 1:59.1 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 13 12 11 10 9 37 38 39 40 3x4 4x6 4x12 6x8 5x6 6x6 4x12 4x12 2x8 3x6 4x6 4x6 4x6 5x6 17-8-0 9-3-89-3-8 17-8-08-4-8 26-3-08-7-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-7-8 6-2-0 17-8-0 5-0-8 21-9-12 4-1-12 26-3-0 4-5-4 1-0-08-4-69-4-01-4-100-11-103-2-21-1-07.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-0-4,0-2-8], [5:0-6-0,0-1-2], [6:0-2-12,0-3-0], [14:0-1-11,0-1-0], [26:0-1-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.82 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.63 0.20 (loc) 12-13 12-13 9 l/defl >999 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 303 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-12,3-13: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 3-13 REACTIONS.(lb/size)9=1037/0-3-0, 13=1109/0-5-8 Max Horz 13=219(LC 11) Max Uplift 9=-105(LC 12), 13=-147(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/128, 3-5=-1904/270, 5-6=-1143/214, 6-7=-1447/231, 2-13=-443/172 BOT CHORD 12-13=-208/1780, 11-12=-98/1284, 10-11=-73/903, 9-10=-138/1010 WEBS 5-12=-121/1287, 6-12=-415/134, 7-11=-91/1283, 7-10=-1205/181, 7-9=-1170/181, 3-13=-1709/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-8, Exterior(2) 12-7-8 to 15-7-8, Interior(1) 15-7-8 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 9 and 147 lb uplift at joint 13. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss C01A Truss Type Roof Special Qty 3 Ply 1 Smith Job Reference (optional) I35902562 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-syPGY2fKfe48sBuprWAJ3i6OU5prcum5xdMf8jzt6uq Scale = 1:57.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 3x4 4x6 6x8 5x6 6x6 4x6 4x12 4x12 2x8 3x6 4x6 4x6 17-8-0 9-3-89-3-8 17-8-08-4-8 26-3-08-7-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-7-8 6-2-0 17-8-0 5-0-8 21-9-12 4-1-12 26-3-0 4-5-4 1-0-08-4-69-4-01-4-100-11-103-2-21-1-07.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.82 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.63 0.20 (loc) 12-13 12-13 9 l/defl >999 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-12,3-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 3-13 REACTIONS.(lb/size)9=1037/0-3-0, 13=1109/0-5-8 Max Horz 13=219(LC 11) Max Uplift 9=-105(LC 12), 13=-147(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/128, 3-5=-1904/270, 5-6=-1143/214, 6-7=-1447/231, 2-13=-443/172 BOT CHORD 12-13=-208/1780, 11-12=-98/1284, 10-11=-73/903, 9-10=-138/1010 WEBS 5-12=-121/1287, 6-12=-415/134, 7-11=-91/1283, 7-10=-1205/181, 7-9=-1170/181, 3-13=-1709/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-8, Exterior(2) 12-7-8 to 15-7-8, Interior(1) 15-7-8 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 9 and 147 lb uplift at joint 13. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss C02 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Smith Job Reference (optional) I35902563 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-K8yelOgyQyC?ULT?PDhYcvfWbVB_LJ_F9H6Dg9zt6up Scale: 3/16"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 3x4 4x6 3x6 6x8 3x12 MT18HS 3x6 4x6 3x4 4x6 4x6 4x6 4x6 9-3-89-3-8 18-5-09-1-8 26-3-07-10-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-7-8 6-2-0 18-5-0 5-9-8 26-3-0 7-10-0 1-0-08-4-69-4-01-4-100-11-103-2-27.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.69 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.06 (loc) 11-12 11-12 11 l/defl >980 >384 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 113 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 7-12,3-13,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS.All bearings 7-10-0 except (jt=length) 13=0-5-8. (lb) - Max Horz 13=219(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9 except 11=-107(LC 12), 13=-127(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 9 except 11=1097(LC 1), 13=757(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/122, 3-5=-954/171, 5-7=-687/163, 2-13=-409/171 BOT CHORD 12-13=-129/1099, 7-11=-973/206 WEBS 3-12=-332/199, 5-12=-38/511, 7-12=0/680, 3-13=-858/91, 8-10=-292/71 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-8, Exterior(2) 12-7-8 to 15-7-8, Interior(1) 15-7-8 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 11, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 11=107, 13=127. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss C03 Truss Type Roof Special Qty 1 Ply 1 Smith Job Reference (optional) I35902564 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-pKW0zjhaBGKs5V2ByxCn87CivuVH4r9OOxrmCczt6uo Scale = 1:57.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 3x4 4x6 3x6 6x8 3x10 3x8 4x9 3x4 4x6 4x6 4x6 4x6 9-3-89-3-8 18-5-09-1-8 26-3-07-10-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-7-8 6-2-0 18-5-0 5-9-8 26-3-0 7-10-0 1-0-08-4-69-4-01-4-100-11-103-2-27.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,0-1-8], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.82 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.83 0.22 (loc) 11-12 11-12 9 l/defl >999 >377 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10: 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 6-12,8-10,4-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-12, 4-13 REACTIONS.(lb/size)9=1037/Mechanical, 13=1109/0-5-8 Max Horz 13=219(LC 11) Max Uplift 9=-105(LC 12), 13=-147(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-486/129, 4-5=-1907/269, 5-6=-1170/213, 6-8=-1346/200, 8-9=-972/177, 2-13=-441/173 BOT CHORD 12-13=-207/1783, 11-12=-120/1311, 6-11=-278/136 WEBS 5-12=-119/1289, 6-12=-441/153, 8-10=-55/912, 4-13=-1717/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-8, Exterior(2) 12-7-8 to 15-7-8, Interior(1) 15-7-8 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=105, 13=147. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Smith Job Reference (optional) I35902565 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-HX4PA3iCyZSjjfdOWej0hKkwNIzLpQgYdbbJl2zt6un Scale = 1:27.4 1 2 5 4 6 3 7 2x4 3x4 3x6 3x4 Special Special Special Special 2-9-32-9-3 5-6-62-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 5-6-6 2-9-3 1-11-104-3-03-10-104-3-04.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.32 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.11 -0.00 (loc) 4-5 4-5 3 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=316/0-7-6, 3=143/Mechanical, 4=51/Mechanical Max Horz 5=144(LC 8) Max Uplift 5=-88(LC 8), 3=-68(LC 8), 4=-53(LC 8) Max Grav 5=316(LC 1), 3=145(LC 29), 4=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-265/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 61 lb up at 2-9-8, and 73 lb down and 61 lb up at 2-9-8 on top chord, and 23 lb down and 44 lb up at 2-9-8, and 23 lb down and 44 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=2(F=1, B=1) January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss D01 Truss Type Common Structural Gable Qty 1 Ply 1 Smith Job Reference (optional) I35902566 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-DvC9bljTTBiRyynme3lUmlqHz6cVHH9q4v4Qpxzt6ul Scale = 1:58.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 40 41 42 43 5x9 4x6 3x4 5x9 3x4 3x4 3x4 3x4 3x6 3x6 3x4 7-11-137-11-13 15-8-37-8-5 16-1-80-5-5 23-8-07-6-8 -1-0-0 1-0-0 6-0-12 6-0-12 11-10-0 5-9-4 17-7-4 5-9-4 23-8-0 6-0-12 24-8-0 1-0-0 1-11-108-10-71-11-107.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-4-2,0-3-0], [5:0-1-1,0-1-8], [7:0-0-0,0-1-12], [7:0-4-2,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.40 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.00 (loc) 10-11 10-11 10 l/defl >999 >418 n/a L/d 240 180 n/a PLATES MT20 Weight: 341 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-16,2-20,8-10: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-16 REACTIONS.All bearings 16-1-8 except (jt=length) 10=0-5-8. (lb) - Max Horz 20=229(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 11, 10, 12 except 16=-117(LC 12), 20=-123(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 15, 17, 18, 19 except 11=635(LC 1), 11=635(LC 1), 16=506(LC 1), 20=331(LC 1), 10=378(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-276/176, 8-10=-293/165 WEBS 6-11=-362/190, 4-16=-367/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-10-0, Exterior(2) 11-10-0 to 14-10-0, Interior(1) 14-10-0 to 24-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 10, 12 except (jt=lb) 16=117, 20=123. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss D02 Truss Type Common Qty 2 Ply 1 Smith Job Reference (optional) I35902567 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-h6mXp5k5EUqIa6MzBmHjJzMS2Wx10jY_JZpzLNzt6uk Scale = 1:54.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 5x9 4x6 5x9 3x4 3x4 3x4 3x4 3x6 3x6 3x4 7-11-137-11-13 15-8-37-8-5 23-8-07-11-13 -1-0-0 1-0-0 6-0-12 6-0-12 11-10-0 5-9-4 17-7-4 5-9-4 23-8-0 6-0-12 24-8-0 1-0-0 1-11-108-10-71-11-107.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-4-2,0-3-0], [7:0-0-0,0-1-12], [7:0-4-2,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.51 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.25 0.04 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-13,2-14,8-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1004/0-5-8, 10=1004/0-5-8 Max Horz 14=229(LC 11) Max Uplift 14=-136(LC 12), 10=-136(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-972/185, 4-5=-993/246, 5-6=-992/246, 6-7=-971/185, 2-14=-299/165, 8-10=-298/166 BOT CHORD 13-14=-85/931, 11-13=0/704, 10-11=-73/817 WEBS 5-11=-70/417, 5-13=-70/419, 3-14=-1005/74, 7-10=-1003/74 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-10-0, Exterior(2) 11-10-0 to 14-10-0, Interior(1) 14-10-0 to 24-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=136, 10=136. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss D03 Truss Type Common Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902568 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-dUuHDnmLm640pQWLJBJBOOSgoJddUVnHmtI4QFzt6ui Scale = 1:57.6 1 2 3 4 5 6 7 14 13 12 11 10 9 81516171819202122232425262728 10x10 7x12 10x10 4x9 8x8 2x4 12x14 MT18HS 3x6 10x10 2x4 12x14 MT18HS 3x6 10x10 4x9 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 4-1-114-1-11 7-11-133-10-3 15-8-37-8-5 19-6-53-10-3 23-8-04-1-11 4-1-11 4-1-11 7-11-13 3-10-3 11-10-0 3-10-3 15-8-3 3-10-3 19-6-5 3-10-3 23-8-0 4-1-11 1-11-108-10-71-11-107.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-5], [7:0-3-8,Edge], [9:0-2-8,0-7-4], [10:0-5-8,0-8-0], [12:0-2-0,0-8-0], [13:0-2-8,0-7-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.50 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.04 (loc) 10-12 10-12 8 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 405 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 *Except* 4-10,4-12,1-14,7-8: 2x4 SPF No.2, 1-13,7-9: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=12121/0-5-8, 8=11761/0-5-8 Max Horz 14=-202(LC 6) Max Uplift 14=-1312(LC 8), 8=-1273(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12075/1340, 2-3=-12513/1423, 3-4=-12406/1494, 4-5=-12364/1489, 5-6=-12472/1418, 6-7=-11904/1322, 1-14=-9692/1073, 7-8=-9559/1059 BOT CHORD 13-14=-227/594, 12-13=-1074/10343, 10-12=-752/7934, 9-10=-1058/10197, 8-9=-57/480 WEBS 4-10=-761/6570, 6-10=-130/767, 6-9=-1011/144, 4-12=-770/6655, 2-12=-112/619, 2-13=-835/125, 1-13=-1095/10434, 7-9=-1080/10299 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 0-7-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 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 = 10.0psf. 8) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide metal plate or equivalent at bearing(s) 14 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1312, 8=1273. 11) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 22-7-4 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss D03 Truss Type Common Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902568 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:41 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-dUuHDnmLm640pQWLJBJBOOSgoJddUVnHmtI4QFzt6ui LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 15=-1835(B) 16=-1834(B) 17=-1834(B) 18=-1834(B) 19=-1834(B) 21=-1834(B) 22=-1834(B) 24=-1834(B) 25=-1834(B) 26=-1834(B) 27=-1834(B) 28=-1835(B) 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss E01 Truss Type Common Qty 1 Ply 1 Smith Job Reference (optional) I35902569 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-5hRgR7mzXPCtRa5YtvqQwb__Cj_cDysQ?X2eyizt6uh Scale = 1:48.8 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 2x8 4x6 2x8 3x4 3x4 4x6 3x4 4x6 3x4 3x4 6-11-136-11-13 13-8-36-8-5 20-8-06-11-13 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 1-11-107-11-151-11-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.39 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.15 0.03 (loc) 7-9 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-7,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=815/0-5-8, 6=815/0-5-8 Max Horz 10=-195(LC 10) Max Uplift 10=-82(LC 12), 6=-82(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/219, 3-4=-840/219 BOT CHORD 9-10=-110/775, 7-9=-32/588, 6-7=-101/690 WEBS 3-7=-64/351, 3-9=-64/353, 2-10=-856/103, 4-6=-856/102 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0, Interior(1) 13-4-0 to 20-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss E02 Truss Type Common Qty 1 Ply 1 Smith Job Reference (optional) I35902570 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-23ZQsooE31TbguEw_Ksu004KiXf3hrLjTrXk1azt6uf Scale = 1:48.8 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 2x8 4x6 2x8 3x4 3x4 4x6 3x4 4x6 3x6 3x6 6-11-136-11-13 13-8-36-8-5 20-8-06-11-13 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 1-11-107-11-151-11-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.39 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.15 -0.03 (loc) 7-9 6-7 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-7,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=815/Mechanical, 6=815/0-5-8 Max Horz 6=-195(LC 10) Max Uplift 10=-82(LC 12), 6=-82(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/219, 3-4=-840/219 BOT CHORD 9-10=-101/690, 7-9=-32/588, 6-7=-110/774 WEBS 3-7=-64/351, 3-9=-64/353, 2-10=-856/102, 4-6=-856/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0, Interior(1) 13-4-0 to 20-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss F01 Truss Type Common Supported Gable Qty 1 Ply 1 Smith Job Reference (optional) I35902571 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-23ZQsooE31TbguEw_Ksu004NIXk3h1ajTrXk1azt6uf Scale = 1:27.6 Sheet Front Full Sheathing1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 12 11 10 9 8 4x6 8-0-08-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 1-11-104-3-101-11-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 12=-127(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 4-0-0, Corner(3) 4-0-0 to 7-0-0, Exterior(2) 7-0-0 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss H Truss Type GABLE Qty 2 Ply 1 Smith Job Reference (optional) I35902572 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-_ShAHUpUbejIwBOJ6kvM5R9hfKQr9uf0w90r5Tzt6ud Scale = 1:70.0 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 3x4 3x4 3x4 3x4 3x4 3x4 3x4 18-6-818-6-8 9-3-4 9-3-4 18-6-8 9-3-4 10-8-1313.89 12 Plate Offsets (X,Y)-- [7:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.11 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 6-19,8-18,9-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-18 REACTIONS.All bearings 18-6-8. (lb) - Max Horz 1=-283(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 19, 15 except 1=-141(LC 10), 23=-105(LC 12), 21=-122(LC 12), 16=-131(LC 12), 14=-125(LC 12), 13=-105(LC 11) Max Grav All reactions 250 lb or less at joint(s) 23, 22, 21, 19, 18, 16, 15, 14, 13 except 1=256(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-400/348, 2-3=-278/234, 12-13=-384/336 BOT CHORD 1-23=-244/286, 22-23=-244/286, 21-22=-244/286, 19-21=-244/286, 18-19=-244/286, 16-18=-244/286, 15-16=-244/286, 14-15=-244/286, 13-14=-244/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 9-3-4, Exterior(2) 9-3-4 to 12-0-0 , Interior(1) 12-0-0 to 18-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 19, 15 except (jt=lb) 1=141, 23=105, 21=122, 16=131, 14=125, 13=105. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss I Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902573 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-HocqltvtxobJFGQf0jX?twxuO9qcI442XlCjrZzt6uW Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 38 39 40 41 42 43 3x4 3x4 3x4 3x4 3x4 3x4 6x8 6x6 3x4 25-10-825-10-8 32-2-86-4-0 9-11-4 9-11-4 28-7-4 18-8-0 32-2-8 3-7-4 11-6-17-4-011-6-113.89 12 13.89 12 Plate Offsets (X,Y)-- [7:0-2-10,Edge], [18:0-1-6,Edge], [20:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.04 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-7,11-18: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-34,23-27: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 *Except* 2-37,3-36,5-35,19-21: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-33, 7-32, 8-31, 9-30, 10-29, 12-28, 13-26 , 14-25, 15-24, 16-23, 17-22 REACTIONS.All bearings 32-2-8. (lb) - Max Horz 1=-238(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 23, 31, 30, 29, 28, 26, 25, 24, 21 except 1=-159(LC 10), 37=-105(LC 12), 36=-101(LC 12), 35=-103(LC 12), 33=-105(LC 12) Max Grav All reactions 250 lb or less at joint(s) 20, 23, 37, 36, 35, 33, 32, 31, 30, 29, 28, 26, 25, 24, 22, 21 except 1=272(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/339, 2-3=-269/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 3-6-8, Interior(1) 3-6-8 to 9-11-4, Exterior(2) 9-11-4 to 14-5-14, Interior(1) 14-5-14 to 28-7-4, Exterior(2) 28-7-4 to 32-0-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 20, 23, 31, 30, 29, 28, 26, 25, 24, 21 except (jt=lb) 1=159, 37=105, 36=101, 35=103, 33=105. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 20, 22, 21. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss I1 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902574 8.220 s Jan 5 2019 MiTek Industries, Inc. Mon Jan 21 13:50:38 2019 Page 1 ID:G?lifTaS56N45e847Y6ppeyLx?G-kSErUCdpPmvfJd8OdqHF9SaOU5L9DT38qGdCWHzt6fl Scale = 1:69.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 35 36 37 3x4 3x4 3x4 3x4 3x4 5x6 6x6 8-7-88-7-8 29-11-021-3-8 1-3-12 1-3-12 19-11-12 18-8-0 29-11-0 9-11-4 0-5-611-6-19-11-139-11-1311-6-113.89 12 13.89 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [13:0-2-10,Edge], [25:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.08 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.02 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-33,4-32,15-21,16-20,17-19: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-30, 7-28, 8-27, 10-26, 11-25, 12-24, 13-23, 14-22 REACTIONS.All bearings 29-11-0. (lb) - Max Horz 1=-308(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 33, 32, 31, 30, 28, 27, 26, 18, 25, 24 except 29=-252(LC 12), 22=-107(LC 12), 21=-103(LC 12), 20=-102(LC 12), 19=-102(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 29, 33, 32, 31, 30, 28, 27, 26, 18, 25, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-297/264 BOT CHORD 1-33=-291/327, 32-33=-302/343, 31-32=-300/340, 30-31=-300/342, 29-30=-298/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-10 to 5-6-10, Interior(1) 5-6-10 to 19-11-12, Exterior(2) 19-11-12 to 24-0-0, Interior(1) 24-0-0 to 29-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 1, 33, 32, 31, 30, 28, 27, 26, 18, 25, 24 except (jt=lb) 29=252, 22=107, 21=103, 20=102, 19=102. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 33, 32, 31, 30. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss J01 Truss Type Jack-Open Qty 3 Ply 1 Smith Job Reference (optional) I35902575 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:34:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-dmPjobz0mKDbM1JcoG6AazfkiAVFzNknh0wUWmzt6uR Scale = 1:18.6 1 2 5 3 4 3x4 2x8 1-10-151-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 1-11-103-1-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.25 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-5-8, 3=33/Mechanical, 4=15/Mechanical Max Horz 5=109(LC 12) Max Uplift 3=-49(LC 12), 4=-34(LC 12) Max Grav 5=161(LC 1), 3=48(LC 17), 4=39(LC 10) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss J02 Truss Type Jack-Open Qty 11 Ply 1 Smith Job Reference (optional) I35902576 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-a8XTDG_GIxUJbLT?wh9efOk47zBnRHN48KPbbfzt6uP Scale = 1:24.6 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-11-104-3-100-3-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=228/0-5-8, 4=138/0-1-8 Max Horz 5=146(LC 12) Max Uplift 4=-84(LC 12) Max Grav 5=228(LC 1), 4=160(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Smith Job Reference (optional) I35902577 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-2K5rQc?u3FcADV1BUOgtCcHFfNYKAkUDN_8875zt6uO Scale = 1:18.6 1 4 2 3 3x4 2x4 1-10-151-10-15 1-10-15 1-10-15 1-11-103-1-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.21 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=70/0-5-8, 2=51/Mechanical, 3=19/Mechanical Max Horz 4=77(LC 12) Max Uplift 2=-49(LC 12), 3=-22(LC 12) Max Grav 4=70(LC 1), 2=63(LC 17), 3=39(LC 10) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss J04 Truss Type Jack-Open Qty 9 Ply 1 Smith Job Reference (optional) I35902578 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-_jDcrI18bssuSoBabpiLH1MbzBCUedFWqIdFC_zt6uM Scale = 1:24.6 1 2 4 3 5 2x4 3x6 2x4 3x4 4-0-04-0-0 4-0-0 4-0-0 1-11-104-3-100-3-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=148/0-5-8, 3=148/0-1-8 Max Horz 4=113(LC 12) Max Uplift 3=-78(LC 12) Max Grav 4=148(LC 1), 3=168(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss MG01 Truss Type Jack-Open Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902579 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-OIukTK31tnETJGw9GxG2vf_7fOAzr_UyWGsvoJzt6uJ Scale = 1:24.6 1 2 4 35 2x4 3x6 2x4 3x4 4-0-04-0-0 4-0-0 4-0-0 1-11-104-3-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.41 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=542/0-5-7, 3=570/Mechanical Max Horz 4=111(LC 8) Max Uplift 3=-118(LC 8) Max Grav 4=572(LC 13), 3=647(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 3=118. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 928 lb down and 82 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-815(F) January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss MG02 Truss Type Jack-Open Girder Qty 1 Ply 2 Smith Job Reference (optional) I35902580 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-ptat6L5vAic2Ajfky4plWIcevbAA2LDOCE4ZPezt6uG Scale = 1:24.6 1 2 4 35 2x4 3x6 2x4 3x4 Special 4-0-04-0-0 4-0-0 4-0-0 1-11-104-3-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.50 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=639/0-5-8, 3=674/Mechanical Max Horz 4=111(LC 8) Max Uplift 4=-22(LC 4), 3=-136(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4 except (jt=lb) 3=136. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1017 lb down and 125 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1017(B) January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss PB01 Truss Type GABLE Qty 2 Ply 1 Smith Job Reference (optional) I35902581 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-hepOxj8QEx6TfLyVBvuhh8mJODdw_9b_7s2nYPzt6uC Scale = 1:34.3 2 3 4 5 6 7 8 13 12 11 10 1 14 15 16 17 9 3x4 3x4 3x4 3x4 10x10 3x8 3x8 3x4 18-8-018-8-0 2-0-0 2-0-0 16-8-0 14-8-0 18-8-0 2-0-0 -0-0-41-0-01-2-00-1-00-1-80-10-127.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [7:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-8-0. (lb) - Max Horz 1=20(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 except 1=-104(LC 21), 9=-104(LC 22) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=327(LC 21), 11=309(LC 21), 13=343(LC 21), 10=343(LC 22), 8=327(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-2 to 6-2-15, Interior(1) 6-2-15 to 16-8-0, Exterior(2) 16-8-0 to 18-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 2, 11, 13, 10, 8 except (jt=lb) 1=104, 9=104. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss PB02 Truss Type Piggyback Qty 2 Ply 1 Smith Job Reference (optional) I35902582 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-ArNm9392?FEKHVXhkdPwDLJU3cz_jcp8MWoK5rzt6uB Scale: 3/8"=1' 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-018-8-0 4-0-0 4-0-0 14-8-0 10-8-0 18-8-0 4-0-0 0-4-52-0-122-2-80-1-80-4-50-1-82-0-127.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [7:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-2. (lb) - Max Horz 2=-46(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=318(LC 22), 13=337(LC 21), 10=337(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-0-0, Exterior(2) 4-0-0 to 8-2-15, Interior(1) 8-2-15 to 14-8-0, Exterior(2) 14-8-0 to 18-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss PB03 Truss Type Piggyback Qty 2 Ply 1 Smith Job Reference (optional) I35902583 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-aP3vn5BwIAdv8yGGQlydr_x_Wq_qwyGa2U0_hAzt6u8 Scale: 3/8"=1' 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-018-8-0 6-0-0 6-0-0 12-8-0 6-8-0 18-8-0 6-0-0 0-4-53-2-123-4-80-1-80-4-50-1-83-2-127.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-0-2. (lb) - Max Horz 2=-72(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=299(LC 21), 13=401(LC 1), 10=401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-290/143, 7-10=-290/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 6-0-0, Exterior(2) 6-0-0 to 10-2-15, Interior(1) 10-2-15 to 12-8-0, Exterior(2) 12-8-0 to 16-10-15, Interior(1) 16-10-15 to 18-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss PB04 Truss Type Piggyback Qty 2 Ply 1 Smith Job Reference (optional) I35902584 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-__k1P6Epa5?U?Q_r5tWKTcZV010T7J30kRFeIVzt6u5 Scale = 1:33.7 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-018-8-0 8-0-0 8-0-0 10-8-0 2-8-0 18-8-0 8-0-0 0-4-54-4-124-6-80-1-80-4-50-1-84-4-127.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-2. (lb) - Max Horz 2=-98(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 11, 8 except 13=394(LC 17), 10=392(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-283/159, 7-10=-281/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 8-0-0, Exterior(2) 8-0-0 to 14-10-15, Interior(1) 14-10-15 to 18-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss PB05 Truss Type Piggyback Qty 6 Ply 1 Smith Job Reference (optional) I35902585 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-xNsnqoF36iFBEj8ECIYoY1eq2rhzbCHJClklNNzt6u3 Scale = 1:36.2 12 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-018-8-0 9-4-0 9-4-0 18-8-0 9-4-0 0-4-55-3-130-1-80-4-50-1-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.13 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-2. (lb) - Max Horz 2=116(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=416(LC 17), 8=416(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-312/161, 5-8=-312/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 18-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V01 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902586 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-LyYwTqIyPddm5BtouR5VAgGKK2jwoZulujyPzizt6u0 Scale = 1:40.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 163x4 3x4 3x4 3x4 21-8-921-8-9 10-10-4 10-10-4 21-8-9 10-10-4 6-4-07.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.18 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-9. (lb) - Max Horz 1=-134(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 10, 9 except 8=-113(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 12=336(LC 21), 10=374(LC 17), 9=355(LC 18), 8=471(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-264/143, 6-8=-346/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 10-10-4, Exterior(2) 10-10-4 to 13-10-4, Interior(1) 13-10-4 to 21-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10, 9 except (jt=lb) 8=113. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V02 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902587 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-iwLpWXM4E9F3Cylmg_hgtjzB23Q9TqHU1?gAewzt6tx Scale = 1:34.3 1 2 3 4 5 6 10 9 8 7 11 12 13 143x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-8-917-8-9 8-10-4 8-10-4 17-8-9 8-10-4 5-2-07.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.18 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-8-9. (lb) - Max Horz 1=108(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 10, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 10=345(LC 21), 8=341(LC 17), 7=470(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-270/147, 5-7=-324/166 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-10-4, Exterior(2) 8-10-4 to 12-0-0, Interior(1) 12-0-0 to 17-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8, 7. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V03 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902588 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-eITZxDNLmnWnRGv9oPj8y83XFt6dxkhnVJ9Hiozt6tv Scale = 1:27.2 1 2 3 4 5 7 6 8 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 13-8-913-8-9 6-10-4 6-10-4 13-8-9 6-10-4 4-0-07.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.18 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-9. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=314(LC 17), 6=463(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-345/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-10-4, Exterior(2) 6-10-4 to 9-10-4, Interior(1) 9-10-4 to 13-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V04 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902589 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-6U1y8ZOzW4ee3PULM6FNVMbghHSigCiwkzuqFFzt6tu Scale = 1:20.6 1 2 3 4 5 6 7 8 9 2x4 3x4 2x4 2x4 2x4 9-8-99-8-9 4-10-4 4-10-4 9-8-9 4-10-4 2-10-07.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.19 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=172/9-8-9, 4=229/9-8-9, 5=290/9-8-9 Max Horz 1=56(LC 11) Max Uplift 1=-22(LC 12), 4=-26(LC 12), 5=-22(LC 12) Max Grav 1=172(LC 1), 4=244(LC 22), 5=312(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V05 Truss Type Valley Qty 1 Ply 1 Smith Job Reference (optional) I35902590 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-2t8iZEPD2iuLIjejTXHranh4643l86uDBHNxJ7zt6ts Scale = 1:13.4 1 2 3 2x4 3x4 2x4 5-8-95-8-9 2-10-4 2-10-4 5-8-9 2-10-4 1-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/5-8-9, 3=185/5-8-9 Max Horz 1=30(LC 11) Max Uplift 1=-19(LC 12), 3=-19(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V06 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902591 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-_GGS_wRTaJ83X1o6byJJfCmQJuqgc?2Wfbs2O0zt6tq Scale = 1:37.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 3x4 3x4 3x4 3x4 19-5-019-5-0 9-8-8 9-8-8 19-5-0 9-8-8 5-7-157.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-5-0. (lb) - Max Horz 1=-119(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 10, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 12=341(LC 21), 10=355(LC 17), 9=370(LC 18), 8=311(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-268/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-8-8, Exterior(2) 9-8-8 to 12-8-8, Interior(1) 12-8-8 to 18-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10, 9, 8. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V07 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902592 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-TSqrBGS5LdGw9BMI8fqYCPJa4IALLSMgtFcbwSzt6tp Scale = 1:29.7 1 2 3 4 5 6 10 9 8 7 11 12 13 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-5-015-5-0 7-8-8 7-8-8 15-5-0 7-8-8 4-5-157.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-5-0. (lb) - Max Horz 1=-93(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 10=347(LC 17), 8=298(LC 1), 7=323(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-259/139, 5-7=-251/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-8-8, Exterior(2) 7-8-8 to 10-8-8, Interior(1) 10-8-8 to 14-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V08 Truss Type GABLE Qty 1 Ply 1 Smith Job Reference (optional) I35902593 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-xeODPcSk6wOnnKxViNLnkdrk1hWU4v8p6vL9Suzt6to Scale = 1:23.2 1 2 3 4 5 7 6 8 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 11-5-011-5-0 5-8-8 5-8-8 11-5-0 5-8-8 3-3-157.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-0. (lb) - Max Horz 1=-67(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=302(LC 17), 6=274(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-8-8, Exterior(2) 5-8-8 to 8-8-8, Interior(1) 8-8-8 to 10-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V09 Truss Type Valley Qty 1 Ply 1 Smith Job Reference (optional) I35902594 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-t1WzpIU_eXeV0e5tqoOFp2x3VVBAYpn6ZDqFXnzt6tm Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 7-5-07-5-0 3-8-8 3-8-8 7-5-0 3-8-8 2-1-157.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/7-5-0, 3=132/7-5-0, 4=242/7-5-0 Max Horz 1=-41(LC 10) Max Uplift 1=-27(LC 12), 3=-27(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V010 Truss Type Valley Qty 1 Ply 1 Smith Job Reference (optional) I35902595 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-p86Ig9IaAxldjLS?R8dkjtpZ4S4UX1gv7NizW8zt6u? Scale = 1:7.7 1 2 3 2x4 3x4 2x4 3-5-03-5-0 1-8-8 1-8-8 3-5-0 1-8-8 0-11-157.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/3-5-0, 3=94/3-5-0 Max Horz 1=15(LC 11) Max Uplift 1=-9(LC 12), 3=-9(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V011 Truss Type Valley Qty 1 Ply 1 Smith Job Reference (optional) I35902596 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-HLfgtVJCxEtUKU1B?s8zF5MiWsQTGUw2L1RW2bzt6u_ Scale = 1:12.5 1 2 3 2x4 2x4 2x4 3-3-8 3-3-8 1-11-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=104/3-3-8, 3=104/3-3-8 Max Horz 1=59(LC 9) Max Uplift 1=-8(LC 12), 3=-15(LC 9) Max Grav 1=104(LC 1), 3=109(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2019 16023 Swingley Ridge RdChesterfield, MO 63017 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. Job 18-4993 Truss V012 Truss Type Valley Qty 1 Ply 1 Smith Job Reference (optional) I35902597 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 13:35:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G?lifTaS56N45e847Y6ppeyLx?G-DjnRIBLSTs7CaoAa7GARKWR4Hf6NkOPLpLwd6Tzt6ty Scale = 1:8.3 1 2 3 2x4 2x4 2x4 1-10-8 1-10-8 1-1-27.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=48/1-10-8, 3=48/1-10-8 Max Horz 1=27(LC 9) Max Uplift 1=-3(LC 12), 3=-7(LC 9) Max Grav 1=48(LC 1), 3=50(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 21,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths