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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 />=7x10
<br />=2x6 =4x12
<br />=2x6 =4x12
<br />=2x6 =4x8
<br />=M18AHS 8x12
<br />=6x8
<br />=4x8
<br />=2x6
<br />=2x6
<br />=4x8
<br />=4x5
<br />=4x5 =2x6
<br />=7x10 =3x10
<br />=10x16
<br />42
<br />21
<br />39 20 40 19 41 18 17 16 44 15 45 14 46 13 47 1243
<br />2324
<br />11381037936835763433532313042932827226251
<br />22
<br />0-5-10
<br />34-8-0
<br />3-1-12
<br />27-6-4
<br />3-2-0
<br />30-8-4
<br />3-6-2
<br />34 -2-6
<br />3-11-2
<br />16 -3-9
<br />3-11-5
<br />24-4-8
<br />4-1-1
<br />8-3-5
<br />4-1-2
<br />12-4-6
<br />4-1-10
<br />20 -5-3
<br />4-2-3
<br />4-2-3
<br />0-11-4
<br />34-8-0
<br />3-0-8
<br />33-8-12
<br />3-1-12
<br />27-6-4
<br />3-2-0
<br />30-8-4
<br />3-11-5
<br />24-4-8
<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 />4-1-10
<br />20 -5-3
<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 />1-10
<br />-2
<br />1-10
<br />-2
<br />3-7-14
<br />5-6-0
<br />Scale = 1:64.7
<br />Plate Offsets (X, Y):[1:0-3-8,0-3-0], [3:0-4-7,0-2-0], [11:0-8-0,0-5-8], [17:0-6-0,0-6-0], [20:0-4-4,0-3-8]
<br />Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
<br />TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL)-0.29 16-17 >999 360 MT20 220/195
<br />TCDL 38.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.96 16-17 >430 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.97 Horz(CT)0.08 24 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.21 16-17 >999 240 Weight: 267 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* 23-22:2x6 DF No.2 G,
<br />20-1,13-11:2x4 DF No.2 G
<br />OTHERS 2x6 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />3-1-9 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
<br />bracing.
<br />REACTIONS (size)21=0-5-8, 24=0-5-8
<br />Max Horiz 21=-123 (LC 10)
<br />Max Uplift 21=-49 (LC 9), 24=-66 (LC 9)
<br />Max Grav 21=1683 (LC 1), 24=1544 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-21=-1611/180, 1-2=-3177/328,
<br />2-3=-3177/326, 3-4=-7560/805,
<br />4-5=-7560/803, 5-7=-8590/957,
<br />7-8=-8660/967, 8-9=-6115/779,
<br />9-10=-3902/579, 10-11=-3912/588,
<br />12-23=-19/527, 11-23=-19/527, 11-22=0/0
<br />BOT CHORD 20-21=-146/161, 19-20=-651/5740,
<br />18-19=-651/5740, 16-18=-864/8573,
<br />15-16=-794/7659, 14-15=-797/7635,
<br />13-14=-669/6112, 12-13=-226/1165
<br />WEBS 2-20=-576/67, 1-20=-363/3433,
<br />3-20=-2793/311, 3-19=-5/365,
<br />3-18=-213/2006, 4-18=-546/63,
<br />5-18=-1310/145, 5-17=-5/366,
<br />5-16=-354/465, 7-16=-550/65,
<br />8-16=-161/1198, 8-15=0/417,
<br />8-14=-1721/209, 9-14=-64/776,
<br />10-13=-280/95, 11-13=-313/2895,
<br />9-13=-2448/282, 11-24=-1887/196
<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)Bearings are assumed to be: Joint 21 DF SS crushing
<br />capacity of 625 psi, Joint 24 DF No.2 crushing capacity
<br />of 625 psi.
<br />8)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 />9)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 49 lb uplift at joint
<br />21 and 66 lb uplift at joint 24.
<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)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />12)Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 124
<br />lb down and 11 lb up at 18-4-5, and 41 lb down and 4 lb
<br />up at 1-10-6, and 41 lb down and 4 lb up at 4-0-5 on
<br />top chord. The design/selection of such connection
<br />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: 1-28=-77, 28-30=-97, 11-30=-77, 12-21=-9
<br />Concentrated Loads (lb)
<br />Vert: 2=-36, 25=-36, 33=-108
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031747AA06Roof Special 3 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 09:55:33 Page: 1
<br />ID:khQzV5pn_07oTNMVNFVsM0yEC6c-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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