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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
<br />=6x8
<br />=4x8
<br />=M18AHS 8x12 =6x8
<br />=2x6 =7x10
<br />=2x6 =8x12
<br />=2x6 =7x8
<br />=5x6
<br />35 37
<br />19
<br />31 18 17 16 15 14 36 13 12
<br />11
<br />32 33 34 38
<br />103092982872726256242354223212201
<br />3-11-4
<br />16-3-11
<br />4-0-10
<br />20 -4-4
<br />4-1-1
<br />12-4-7
<br />4-1-2
<br />8-3-5
<br />4-2-4
<br />24 -6-8
<br />4-2-4
<br />4-2-4
<br />4-4-6
<br />33-7-0
<br />4-8-2
<br />29 -2-10
<br />0-0-6
<br />33-7-0
<br />3-11-4
<br />16-3-11
<br />4-0-10
<br />20 -4-4
<br />4-1-1
<br />12-4-7
<br />4-1-2
<br />8-3-5
<br />4-2-4
<br />24 -6-8
<br />4-2-4
<br />4-2-4
<br />4-4-0
<br />33-6-10
<br />4-8-2
<br />29 -2-10
<br />2-6-10
<br />1-10
<br />-3
<br />Scale = 1:57.5
<br />Plate Offsets (X, Y):[1:0-3-8,0-3-0], [3:0-4-15,0-2-0], [11:Edge,0-3-9], [15:0-6-0,0-6-0], [16:0-4-12,0-2-0]
<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 0.76 Vert(LL)-0.46 14-15 >863 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.71 Vert(CT)-0.95 14-15 >419 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.95 Horz(CT)0.10 11 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.34 14-15 >999 240 Weight: 251 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x8 DF SS 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* 1-18,12-10:2x4 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />3-1-2 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />WEBS 1 Row at midpt 8-12
<br />REACTIONS (size)11=0-7-0, 19=0-2-10
<br />Max Horiz 19=-52 (LC 8)
<br />Max Uplift 11=-63 (LC 9), 19=-62 (LC 13)
<br />Max Grav 11=1596 (LC 1), 19=1562 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-19=-1487/265, 1-2=-2996/515,
<br />2-3=-2996/512, 3-4=-7446/1242,
<br />4-6=-7447/1238, 6-7=-8704/1437,
<br />7-8=-8789/1458, 8-9=-4297/720,
<br />9-10=-4298/717, 10-11=-1473/262
<br />BOT CHORD 18-19=-553/611, 17-18=-922/5507,
<br />16-17=-922/5507, 14-16=-1449/8720,
<br />13-14=-1205/7225, 12-13=-1205/7224,
<br />11-12=-539/757
<br />WEBS 1-18=-540/3237, 2-18=-446/96,
<br />3-18=-2734/462, 3-17=0/382,
<br />3-16=-346/2107, 4-16=-421/84,
<br />6-16=-1377/237, 6-15=-8/363,
<br />6-14=-700/686, 7-14=-529/118,
<br />8-14=-316/1653, 8-13=-11/363,
<br />8-12=-3063/507, 9-12=-420/100,
<br />10-12=-695/4194
<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 18-5-4, Corner (3) 18-5-4 to 33-5-4 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)All bearings are assumed to be DF SS crushing capacity
<br />of 625 psi.
<br />8)Provide mechanical connection (by others) of truss to
<br />bearing plate at joint(s) 19.
<br />9)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 62 lb uplift at joint
<br />19 and 63 lb uplift at joint 11.
<br />10)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 />11)This truss has been designed for a total seismic drag
<br />load of 5400 lb. Lumber DOL=(1.33) Plate grip DOL=
<br />(1.33) Connect truss to resist drag loads along bottom
<br />chord from 0-0-0 to 33-7-0 for 160.8 plf.
<br />12)Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 169
<br />lb down and 27 lb up at 19-11-1, and 114 lb down and
<br />18 lb up at 18-1-9, and 169 lb down and 27 lb up at
<br />16-7-0 on top chord. The design/selection of such
<br />connection device(s) is the responsibility of others.
<br />13)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 />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: 1-10=-68, 11-19=-14
<br />Concentrated Loads (lb)
<br />Vert: 6=-160, 25=-108, 27=-160
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031750AA09Roof Special 1 1M39885- TOMS JR Job Reference (optional)
<br />Builders FirstSource (Perris, CA), Perris, CA - 92570,Run: 8.63 S Nov 1 2023 Print: 8.630 S Nov 1 2023 MiTek Industries, Inc. Wed Dec 27 09:55:35 Page: 1
<br />ID:AQ9laQp9PNKCmBolYgyznayEBVu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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