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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=4x6
<br />=5x6 =4x6
<br />=4x6 =2x4
<br />=5x8
<br />=5x6
<br />=5x8
<br />=4x6
<br />=4x6 =M18AHS 3x10 =4x5
<br />=4x5
<br />=4x629
<br />23
<br />26 22 27 21 28 20 19 30 18 17 31 16 32 15 33
<br />14
<br />1343124211411094083973865374363352341
<br />25
<br />24
<br />0-8-14
<br />18 -5-9
<br />1-2-15
<br />35-8-7
<br />0-5-10
<br />49-1-0
<br />2-6-2
<br />48-7-6
<br />0-5-10
<br />0-5-10
<br />3-1-15
<br />17 -8-12
<br />3-6-9
<br />14-6-13
<br />3-9-4
<br />34-5-9
<br />4-5-9
<br />4-11-3
<br />5-0-14
<br />23 -6-8
<br />5-1-11
<br />40-10-2
<br />5-3-2
<br />46-1-4
<br />6-1-1
<br />11-0-3
<br />7-1-13
<br />30-8-4
<br />0-0-15
<br />14-7-12
<br />5-0-15
<br />38 -2-15
<br />5-2-6
<br />43-5-5
<br />5-4-4
<br />20-0-0
<br />5-7-11
<br />49-1-0
<br />6-1-1
<br />33 -1-15
<br />6-11-5
<br />14-6-13
<br />7-0-15
<br />27-0-15
<br />7-7-7
<br />7-7-7
<br />4-2-0
<br />3-6-0
<br />1-10
<br />-2
<br />1-10
<br />-2 1-0-1
<br />2-10
<br />-2
<br />0-7-14
<br />3-6-0
<br />0-8-0
<br />4-2-0
<br />Scale = 1:83.7
<br />Plate Offsets (X, Y):[1:0-2-15,Edge], [20:0-4-0,0-3-0]
<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 0.85 Vert(LL)-0.36 16-17 >999 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.85 Vert(CT)-0.75 16-17 >552 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr YES WB 0.80 Horz(CT)0.07 14 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.26 16-17 >999 240 Weight: 228 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF No.2 G *Except* 1-6:2x4 DF 1800F
<br />1.6E G or 2x4 DF No.1&Btr G
<br />BOT CHORD 2x4 DF No.2 G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 24-23,25-14:2x6 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />2-2-0 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 3-10-10 oc
<br />bracing.
<br />REACTIONS (size)14=0-5-8, 21=0-5-8, 23=0-5-8
<br />Max Horiz 23=-162 (LC 8)
<br />Max Uplift 14=-47 (LC 9), 21=-129 (LC 13),
<br />23=-188 (LC 54)
<br />Max Grav 14=1117 (LC 1), 21=2972 (LC 1),
<br />23=327 (LC 58)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=-110/89, 2-3=-226/1275, 3-4=-597/4306,
<br />4-5=-599/4305, 5-7=-181/909,
<br />7-8=-2374/348, 8-10=-3946/582,
<br />10-11=-4042/602, 11-12=-2860/452,
<br />12-13=-146/112, 1-23=-431/38, 1-24=0/0,
<br />13-14=-412/55, 13-25=0/0
<br />BOT CHORD 22-23=-526/231, 21-22=-2452/415,
<br />19-21=-2195/1159, 17-19=-519/3606,
<br />16-17=-572/4205, 15-16=-505/3749,
<br />14-15=-263/1762
<br />WEBS 4-21=-465/51, 7-20=-2300/374,
<br />7-19=-127/1493, 8-19=-1401/261,
<br />8-17=-10/666, 10-17=-510/105,
<br />10-16=-369/242, 11-15=-1069/207,
<br />12-15=-126/1276, 12-14=-1992/304,
<br />5-21=-2564/370, 5-20=-195/1790,
<br />11-16=-49/564, 2-22=-1051/234,
<br />2-23=-190/613, 3-22=-159/1433,
<br />3-21=-2213/360
<br />NOTES
<br />1)Unbalanced roof live loads have been considered for
<br />this design.
<br />2)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) 0-2-13 to 5-2-13, Exterior (2) 5-2-13
<br />to 43-10-3, Corner (3) 43-10-3 to 48-10-3 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 />3)Provide adequate drainage to prevent water ponding.
<br />4)All plates are MT20 plates unless otherwise indicated.
<br />5)All plates are 3x6 MT20 unless otherwise indicated.
<br />6)The Fabrication Tolerance at joint 18 = 16%
<br />7)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />8)* 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 />9)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />10)All bearings are assumed to be DF No.2 crushing
<br />capacity of 625 psi.
<br />11)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 129 lb uplift at
<br />joint 21, 47 lb uplift at joint 14 and 188 lb uplift at joint
<br />23.
<br />12)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 />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 />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031744AA03Roof Special 4 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 09:55:30 Page: 1
<br />ID:AlOMv3SPX61Th1gVO?vuYZyETtF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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