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400 Sunrise Ave., Suite 270
<br />Roseville, CA 95661
<br />916.755.3571 / MiTek-US.com
<br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
<br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
<br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
<br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org)
<br />BCSI Building Component Safety Information
<br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE.
<br />and available from the Structural Building Component Association (www.sbcscomponents.com)
<br />0.2512
<br />=3x6
<br />=6x8
<br />=6x12
<br />=2x6 =4x12
<br />=2x6 =4x12
<br />=2x6 =6x8 =5x8
<br />=M18AHS 8x12
<br />=4x5
<br />=6x16
<br />=4x5 =2x6
<br />=4x8
<br />=4x5
<br />=4x5 =2x6
<br />=7x10 =3x10
<br />=10x16
<br />39
<br />21
<br />36 20 37 19 38 18 17 40 16 41 15 42 14 43 13 44 12
<br />2324
<br />11351034933832731302962854273262251
<br />22
<br />0-5-10
<br />34-8-0
<br />1-10-3
<br />14-2-9
<br />2-0-15
<br />16-3-9
<br />3-1-12
<br />27-6-4
<br />3-1-15
<br />30-8-3
<br />3-6-3
<br />34-2-6
<br />3-10-12
<br />20-2-5
<br />4-1-1
<br />8-3-5
<br />4-1-2
<br />12-4-6
<br />4-2-3
<br />24-4-8
<br />4-2-3
<br />4-2-3
<br />0-11-4
<br />34-8-0
<br />3-0-9
<br />33-8-12
<br />3-1-12
<br />27-6-4
<br />3-1-15
<br />30-8-3
<br />3-10-12
<br />20-2-5
<br />3-11-2
<br />16-3-9
<br />4-1-1
<br />8-3-5
<br />4-1-2
<br />12-4-6
<br />4-2-3
<br />24-4-8
<br />4-2-3
<br />4-2-3
<br />5-6-0
<br />2-6-11
<br />4-8-12
<br />0-9-4
<br />1-6-5
<br />1-6-5
<br />0-0-12
<br />1-7-1
<br />0-3-1
<br />1-10
<br />-2
<br />3-7-14
<br />5-6-0
<br />Scale = 1:66.4
<br />Plate Offsets (X, Y):[1:0-3-8,0-3-0], [3:0-4-11,0-2-0], [6:0-2-0,0-2-8], [7:0-3-4,0-3-0], [11:0-8-0,0-5-8], [17:0-6-0,0-6-4], [18:0-4-12,0-2-0]
<br />Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
<br />TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL)-0.47 16-17 >870 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.97 16-17 >422 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.98 Horz(CT)0.08 24 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.35 16-17 >999 240 Weight: 271 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x8 DF SS G *Except* 6-7:2x4 DF No.2 G
<br />BOT CHORD 2x8 DF SS G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 23-22:2x6 DF No.2 G,
<br />20-1,18-3,13-11:2x4 DF No.2 G
<br />OTHERS 2x6 DF 1800F 1.6E G or 2x6 DF SS G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />3-0-0 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 8-2-2 oc
<br />bracing.
<br />REACTIONS (lb/size)21=1605/0-5-8, 24=1596/0-5-8
<br />Max Horiz 21=-185 (LC 10)
<br />Max Uplift 21=-76 (LC 9), 24=-121 (LC 9)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
<br />(lb) or less except when shown.
<br />TOP CHORD 1-21=-1530/272, 1-25=-3080/504,
<br />2-25=-3082/503, 2-26=-3080/501,
<br />3-26=-3082/500, 3-27=-7753/1304,
<br />4-27=-7755/1303, 4-5=-7752/1300,
<br />5-28=-7753/1300, 6-28=-7754/1300,
<br />6-29=-9096/1555, 29-30=-9102/1555,
<br />30-31=-9105/1556, 7-31=-9107/1555,
<br />7-32=-9221/1617, 8-32=-9225/1617,
<br />8-33=-6427/1271, 9-33=-6428/1271,
<br />9-34=-4073/930, 10-34=-4074/929,
<br />10-35=-4071/942, 11-35=-4075/942,
<br />12-24=-32/504, 11-24=-32/504
<br />BOT CHORD 20-37=-1016/5659, 19-37=-1016/5659,
<br />19-38=-1016/5659, 18-38=-1016/5659,
<br />18-39=-1465/9101, 17-39=-1465/9101,
<br />17-40=-1448/9219, 16-40=-1448/9219,
<br />16-41=-1336/8159, 15-41=-1336/8159,
<br />15-42=-1341/8130, 14-42=-1341/8130,
<br />14-43=-1106/6425, 13-43=-1106/6425,
<br />13-44=-355/1205, 12-44=-355/1205
<br />WEBS 2-20=-451/95, 1-20=-558/3333,
<br />3-20=-2808/493, 3-19=0/380,
<br />3-18=-385/2278, 4-18=-459/94,
<br />6-18=-1457/279, 6-17=-58/323,
<br />7-16=-372/128, 8-16=-255/1126, 8-15=0/419,
<br />8-14=-1905/364, 9-14=-118/837,
<br />9-13=-2604/471, 11-13=-517/3025,
<br />7-17=-506/320, 11-24=-1950/321
<br />NOTES
<br />1)Wind: ASCE 7-16; Vult=96mph (3-second gust)
<br />Vasd=76mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat.
<br />II; Exp C; Enclosed; MWFRS (envelope) exterior zone
<br />and C-C Corner (3) 0-1-13 to 15-1-13, Exterior (2)
<br />15-1-13 to 18-11-9, Corner (3) 18-11-9 to 33-11-9 zone;
<br />cantilever left and right exposed ; end vertical left and
<br />right exposed;C-C for members and forces & MWFRS
<br />for reactions shown; Lumber DOL=1.60 plate grip
<br />DOL=1.60
<br />2)Provide adequate drainage to prevent water ponding.
<br />3)All plates are MT20 plates unless otherwise indicated.
<br />4)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />5)* This truss has been designed for a live load of 20.0psf
<br />on the bottom chord in all areas where a rectangle
<br />3-06-00 tall by 2-00-00 wide will fit between the bottom
<br />chord and any other members.
<br />6)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />7)Bearing at joint(s) 24 considers parallel to grain value
<br />using ANSI/TPI 1 angle to grain formula. Building
<br />designer should verify capacity of bearing surface.
<br />8)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 76 lb uplift at joint
<br />21 and 121 lb uplift at joint 24.
<br />9)This truss has been designed for a moving concentrated
<br />load of 300.0lb live and 80.0lb dead located at all mid
<br />panels and at all panel points along the Top Chord and
<br />Bottom Chord, nonconcurrent with any other live loads.
<br />10)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />11)Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 133
<br />lb down and 18 lb up at 18-4-5, and 197 lb down and 27
<br />lb up at 20-1-15, and 197 lb down and 27 lb up at
<br />16-9-13 on top chord. The design/selection of such
<br />connection device(s) is the responsibility of others.
<br />12)This truss is designed for a creep factor of 2.01, which is
<br />used to calculate the Vert(CT) deflection per ANSI/TPI 1.
<br />The building designer shall verify that this parameter fits
<br />with the intended use of this component.
<br />13)In the LOAD CASE(S) section, loads applied to the face
<br />of the truss are noted as front (F) or back (B).
<br />LOAD CASE(S) Standard
<br />1)Dead + Roof Live (balanced): Lumber Increase=1.25,
<br />Plate Increase=1.25
<br />Uniform Loads (lb/ft)
<br />Vert: 1-11=-68, 12-21=-14
<br />Concentrated Loads (lb)
<br />Vert: 7=-160 (F), 29=-160 (F), 30=-108
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031749AA08Roof Special 2 1M39885- TOMS JR Job Reference (optional)
<br />Builders FirstSource (Perris, CA), Perris, CA - 92570,Run: 8.63 S Mar 9 2023 Print: 8.630 S Mar 9 2023 MiTek Industries, Inc. Wed Dec 27 13:34:40 Page: 1
<br />ID:khQzV5pn_07oTNMVNFVsM0yEC6c-sqgU4py?dhSjqSkB0LyC2?0MjjvBFX0Sk17?5Vy4kUT
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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