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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 />=2x6
<br />=4x6
<br />=5x10
<br />=6x16
<br />=4x12
<br />=M18AHS 8x12
<br />=5x8
<br />=1.5x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />=3x6
<br />=3x4
<br />14 10 25 9 8 27
<br />7
<br />262213
<br />12
<br />24 11
<br />23
<br />1 15 2
<br />3 16 17 4 18 19 5 20 21 6
<br />3-6-0
<br />3-6-0
<br />4-0-12
<br />7-6-12
<br />4-2-0
<br />11-8-12
<br />4-3-12
<br />16 -0-8
<br />0-0-6
<br />4-0-0
<br />0-1-12
<br />7-6-12
<br />0-5-10
<br />3-11-10
<br />0-9-15
<br />4-9-15
<br />2-7-0
<br />7-4-15
<br />3-6-0
<br />3-6-0
<br />4-2-0
<br />11-8-12
<br />4-3-12
<br />16 -0-8
<br />2-6-4
<br />1-2-0 2-6-4
<br />0-7-4
<br />1-3-6
<br />0-7-4
<br />0-7-4 0-7-10
<br />1-2-14
<br />1-3-6
<br />2-6-4
<br />Scale = 1:38.1
<br />Plate Offsets (X, Y):[2:0-10-12,Edge], [3:0-3-8,0-2-0], [6:Edge,0-1-8], [12:0-3-8,0-5-13]
<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 0.56 Vert(LL)-0.07 8-9 >999 360 MT20 220/195
<br />TCDL 38.0 Lumber DOL 1.25 BC 0.55 Vert(CT)-0.16 8-9 >934 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.89 Horz(CT)0.03 7 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.03 8-9 >999 240 Weight: 88 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G
<br />*Except* 3-6:2x4 DF No.2 G
<br />BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G
<br />*Except* 2-11:2x6 DF No.2 G, 10-7:2x4 DF
<br />No.2 G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 14-1,3-2:2x6 DF No.2 G,
<br />13-3:2x6 DF 1800F 1.6E G or 2x6 DF SS G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals, and
<br />2-0-0 oc purlins (4-9-15 max.): 3-6.
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)2=0-5-8, 7=0-5-8
<br />Max Horiz 2=71 (LC 9)
<br />Max Uplift 2=-95 (LC 8), 7=-29 (LC 9)
<br />Max Grav 2=1819 (LC 1), 7=999 (LC 32)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-14=-67/404, 1-2=-425/1905,
<br />2-13=-171/543, 2-3=-858/215,
<br />3-4=-1280/186, 4-5=-1268/243, 5-6=-75/38,
<br />6-7=-557/81
<br />BOT CHORD 13-14=-96/89, 2-12=-933/273,
<br />11-12=-1222/368, 10-12=-4/101,
<br />9-10=-114/811, 8-9=-164/1135,
<br />7-8=-234/1268
<br />WEBS 3-11=-452/1579, 1-13=-1844/446,
<br />5-7=-1397/235, 5-8=-109/271, 9-11=-77/208,
<br />4-11=-767/240, 4-8=-112/384
<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) 0-2-13 to 15-10-12 zone; cantilever
<br />left and right exposed ; end vertical left and right
<br />exposed;C-C for members and forces & MWFRS for
<br />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)The Fabrication Tolerance at joint 2 = 8%
<br />5)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />6)* 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 />7)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />8)Bearings are assumed to be: Joint 2 DF No.2 crushing
<br />capacity of 625 psi, Joint 7 DF No.2 crushing capacity of
<br />625 psi.
<br />9)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 95 lb uplift at joint
<br />2 and 29 lb uplift at joint 7.
<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) 202
<br />lb down and 44 lb up at 3-11-10, 202 lb down and 44 lb
<br />up at 6-0-3, 112 lb down and 24 lb up at 7-2-3, and 78
<br />lb down and 17 lb up at 14-10-10, and 78 lb down and
<br />17 lb up at 10-5-10 on top chord. The design/selection
<br />of such connection device(s) is the responsibility of
<br />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: 1-2=-116, 3-6=-116, 13-14=-30, 2-12=-14,
<br />7-10=-14
<br />Concentrated Loads (lb)
<br />Vert: 2=-195, 16=-195, 17=-108, 19=-76, 21=-76
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031768AC11Half Hip 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 09:55:43 Page: 1
<br />ID:0kx5vxWrUjp4frL9DFRKoByDWIj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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