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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 />0.1812
<br />=3x4
<br />=6x12
<br />=4x6
<br />=5x6
<br />=5x6
<br />=4x6
<br />=5x10
<br />=6x8
<br />7
<br />15
<br />6
<br />16
<br />511
<br />9 10
<br />12
<br />1 13 2
<br />3 14 4
<br />8
<br />0-5-10
<br />4-11-10
<br />4-6-0
<br />4-6-0
<br />6-0-7
<br />11-0-1
<br />0-5-10
<br />0-5-10
<br />0-9-8
<br />11-0-1
<br />4-3-2
<br />4-8-12
<br />5-5-13
<br />10-2-9
<br />5-6-0
<br />0-6-8
<br />1-3-9
<br />0-7-3
<br />0-9-40-7-5
<br />1-4-9 0-7-3
<br />1-11
<br />-12
<br />3-6-4
<br />5-6-0
<br />Scale = 1:41.3
<br />Plate Offsets (X, Y):[1:0-3-4,0-3-4], [2:0-3-0,Edge], [4:0-3-0,0-2-12]
<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 0.57 Vert(LL)-0.08 5-6 >933 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.46 Vert(CT)-0.11 5-6 >671 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.26 Horz(CT)-0.01 12 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.00 6-7 >999 240 Weight: 59 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF No.2 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* 6-8:2x6 DF No.2 G
<br />OTHERS 2x6 DF No.2 G *Except* 10-4:2x10 DF No.2
<br />G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals.
<br />Except:
<br />10-0-0 oc bracing: 3-8
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)6=0-5-8, 11=0-3-8, 12=0-7-12
<br />Max Horiz 11=157 (LC 9)
<br />Max Uplift 6=-78 (LC 8), 11=-10 (LC 12),
<br />12=-75 (LC 9)
<br />Max Grav 6=632 (LC 33), 11=427 (LC 25),
<br />12=437 (LC 29)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 7-9=-6/420, 1-9=-6/420, 1-2=-185/201,
<br />2-6=-526/365, 2-3=-293/279, 3-8=0/0,
<br />3-4=-230/127, 5-10=-109/366, 4-10=-109/366
<br />BOT CHORD 6-7=-196/254, 5-6=-541/479
<br />WEBS 1-6=-193/73, 3-5=-494/422, 1-11=-678/188,
<br />4-12=-521/309
<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) 0-7-7 to 10-0-13 zone; cantilever left
<br />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)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />4)* 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 />5)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />6)Bearings are assumed to be: Joint 11 DF No.2 crushing
<br />capacity of 625 psi, Joint 6 DF No.2 crushing capacity of
<br />625 psi, Joint 12 DF No.2 crushing capacity of 625 psi.
<br />7)Bearing at joint(s) 11, 12 considers parallel to grain
<br />value 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 78 lb uplift at joint
<br />6, 10 lb uplift at joint 11 and 75 lb uplift at joint 12.
<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)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=-68, 3-4=-68, 6-7=-30, 5-6=-14
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031785AD05Roof 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 09:55:51 Page: 1
<br />ID:kCBHGLVP1nfothxNU4f?oFyEWyk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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