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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 />=4x5 =6x8=2x6
<br />=7x8
<br />=5x10
<br />=4x5
<br />=2x6 =4x6
<br />=1.5x4
<br />=3x4
<br />=3x6
<br />=2x4
<br />21 22 26
<br />15
<br />14 139 8 27
<br />7
<br />12
<br />11 25 102423
<br />1 17 2 18 3
<br />4 19 5 20 6
<br />16
<br />0-6-7
<br />0-8-3
<br />2-6-0
<br />0-5-10
<br />2-11-10
<br />1-9-13
<br />1-9-13
<br />1-10-0
<br />4-9-10
<br />3-1-5
<br />7-10-15
<br />0-1-12
<br />4-9-10
<br />0-1-12
<br />1-11-9
<br />0-2-13
<br />2-8-13
<br />0-0-14
<br />2-6-0
<br />0-5-9
<br />2-5-2
<br />0-7-2
<br />3-3-15
<br />1-3-14
<br />4-7-13
<br />1-9-13
<br />1-9-13
<br />3-1-5
<br />7-10-15
<br />6-6-0
<br />1-2-0
<br />1-11
<br />-6
<br />0-0-2
<br />0-7-4
<br />0-7-8
<br />0-7-4
<br />0-7-4
<br />0-7-6
<br />1-2-10
<br />0-7-8
<br />1-10
<br />-2
<br />4-7-14
<br />6-6-0
<br />Scale = 1:62.3
<br />Plate Offsets (X, Y):[2:0-1-8,0-2-12], [3:0-3-0,0-3-6], [11:0-2-8,0-0-1]
<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 0.84 Vert(LL)-0.02 7-8 >999 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.03 7-8 >999 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.52 Horz(CT)0.01 7 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.01 7-8 >999 240 Weight: 51 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF No.2 G
<br />BOT CHORD 2x4 DF No.2 G *Except* 11-9:2x4 DF No.2 G
<br />or 2x4 DF Std G or 2x4 DF Stud G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 12-16:2x6 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals.
<br />Except:
<br />7-9-0 oc bracing: 4-16
<br />BOT CHORD Rigid ceiling directly applied or 5-10-0 oc
<br />bracing. Except:
<br />3-6-0 oc bracing: 2-12
<br />REACTIONS (size)7= Mechanical, 12=0-5-8
<br />Max Horiz 12=214 (LC 9)
<br />Max Uplift 7=-127 (LC 9), 12=-173 (LC 8)
<br />Max Grav 7=450 (LC 31), 12=862 (LC 25)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-15=-224/460, 1-2=-17/130, 2-3=-844/2627,
<br />3-12=-513/589, 3-4=-373/571, 4-16=0/0,
<br />4-5=-655/546, 5-6=-57/19, 6-7=-418/71
<br />BOT CHORD 14-15=-124/11, 13-14=0/0, 2-12=-2696/888,
<br />11-12=-1085/1801, 10-11=-856/1419,
<br />9-11=-72/71, 8-9=-304/382, 7-8=-476/576
<br />WEBS 5-7=-624/503, 8-10=-60/276, 5-10=-281/421,
<br />4-10=-1214/780, 2-15=-131/152,
<br />2-14=-52/588
<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 7-9-3 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 />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 12 DF No.2 crushing
<br />capacity of 625 psi.
<br />7)Refer to girder(s) for truss to truss connections.
<br />8)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 173 lb uplift at
<br />joint 12 and 127 lb uplift at joint 7.
<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: 1-3=-68, 4-6=-68, 13-15=-30, 2-24=-30,
<br />11-24=-14, 7-9=-14
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031819AF08Roof 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 09:56:06 Page: 1
<br />ID:rqHPvSxFScf1h8YnWt81iVyDWyn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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