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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 />=2x4
<br />=4x5
<br />=4x12
<br />=4x12
<br />=4x8
<br />=4x5
<br />=4x12
<br />=6x8
<br />8
<br />14
<br />15 7
<br />16 65
<br />10 11
<br />1 12 2
<br />3 13 4
<br />9
<br />0-5-10
<br />3-11-10
<br />3-6-0
<br />3-6-0
<br />6-2-14
<br />10 -2-8
<br />0-2-12
<br />9-8-0
<br />0-2-13
<br />3-8-13
<br />0-6-8
<br />10 -2-8
<br />3-6-0
<br />3-6-0
<br />5-8-6
<br />9-5-3
<br />3-8-0
<br />1-2-0 1-9-14
<br />1-0-8
<br />0-5-8
<br />1-2-14
<br />1-2-14
<br />1-0-8
<br />2-3-6
<br />1-4-10
<br />3-8-0
<br />Scale = 1:39.6
<br />Plate Offsets (X, Y):[2:0-5-15,Edge], [3:0-4-0,Edge], [10:0-4-0,0-2-15]
<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 0.63 Vert(LL)-0.07 6-7 >999 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.45 Vert(CT)-0.09 6-7 >764 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.52 Horz(CT)0.00 11 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)-0.01 6-7 >999 240 Weight: 54 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* 7-9:2x6 DF No.2 G,
<br />10-4:2x8 DF No.2 G, 6-4:2x4 DF No.2 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 (8-2-4 max.): 2-7, 3-9, 3-4.
<br />Except:
<br />10-0-0 oc bracing: 3-9
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)7=0-5-8, 11=0-5-8
<br />Max Horiz 7=-91 (LC 10)
<br />Max Uplift 7=-125 (LC 8), 11=-197 (LC 29)
<br />Max Grav 7=997 (LC 29), 11=391 (LC 34)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-8=-85/385, 1-2=-586/1653, 2-7=-484/191,
<br />2-3=-269/134, 3-9=0/0, 3-4=-526/842,
<br />6-10=0/414, 4-10=0/414
<br />BOT CHORD 7-8=-71/77, 6-7=-42/190, 5-6=0/0
<br />WEBS 1-7=-1621/626, 4-7=-853/555, 4-11=-420/198
<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) 0-1-13 to 9-5-3 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 />3)Provide adequate drainage to prevent water ponding.
<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 7 DF No.2 crushing
<br />capacity of 625 psi, Joint 11 DF No.2 crushing capacity
<br />of 625 psi.
<br />8)Bearing at joint(s) 11 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 125 lb uplift at
<br />joint 7 and 197 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)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)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, 8-15=-30, 5-15=-14
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031807AE18Half 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 09:56:00 Page: 1
<br />ID:oLxbK9bhVpSMWrEdFGPSbFyEQOS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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