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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 />=4x5
<br />=3x10
<br />=6x8
<br />=5x8
<br />=4x6
<br />=5x8
<br />=4x5
<br />9
<br />20
<br />8 21 7 22 6 23 5
<br />16
<br />17
<br />1 18 2
<br />3 19 4
<br />10
<br />0-5-10
<br />3-11-10
<br />3-6-0
<br />3-6-0
<br />4-10-14
<br />8-10-8
<br />0-5-10
<br />8-10-8
<br />3-8-13
<br />3-8-13
<br />4-8-1
<br />8-4-14
<br />6-6-0
<br />1-2-0
<br />2-1-0
<br />1-7-6
<br />0-9-4
<br />1-2-14
<br />1-2-14
<br />1-7-6
<br />2-10
<br />-4
<br />3-7-12
<br />6-6-0
<br />Scale = 1:46.1
<br />Plate Offsets (X, Y):[3:0-3-12,0-3-0], [4:0-3-12,0-2-12]
<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 0.62 Vert(LL)-0.01 5-6 >999 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT)-0.01 5-6 >999 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.61 Horz(CT)0.01 17 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MP Wind(LL)0.00 7-8 >999 240 Weight: 63 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* 8-10:2x6 DF No.2 G
<br />OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 16-4:2x6 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals, and
<br />2-0-0 oc purlins (6-0-0 max.): 2-8, 3-10, 3-4.
<br />Except:
<br />10-0-0 oc bracing: 3-10
<br />BOT CHORD Rigid ceiling directly applied or 5-6-2 oc
<br />bracing.
<br />REACTIONS (size)5=5-4-8, 6=5-4-8, 7=5-4-8,
<br />8=5-4-8, 17=0-3-8
<br />Max Horiz 8=-185 (LC 10)
<br />Max Uplift 5=-227 (LC 28), 7=-406 (LC 38),
<br />8=-867 (LC 27), 17=-431 (LC 26)
<br />Max Grav 5=510 (LC 46), 6=426 (LC 45),
<br />7=305 (LC 44), 8=1614 (LC 26),
<br />17=360 (LC 27)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-9=-75/369, 1-2=-644/1601, 2-8=-1319/917,
<br />2-3=-1243/938, 3-10=0/0, 3-4=-975/928,
<br />5-16=-570/339, 4-16=-570/339
<br />BOT CHORD 8-9=-808/727, 7-8=-606/762, 6-7=-907/777,
<br />5-6=-1331/1201
<br />WEBS 1-8=-1646/657, 3-5=-1329/1532,
<br />4-17=-380/436
<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 8-3-1 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) Truss designed for wind loads in the plane of the truss
<br />only. For studs exposed to wind (normal to the face),
<br />see Standard Industry Gable End Details as applicable,
<br />or consult qualified building designer as per ANSI/TPI 1.
<br />4)Provide adequate drainage to prevent water ponding.
<br />5)All plates are 1.5x4 MT20 unless otherwise indicated.
<br />6)Truss to be fully sheathed from one face or securely
<br />braced against lateral movement (i.e. diagonal web).
<br />7)Gable studs spaced at 1-4-0 oc.
<br />8)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />9)* 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 />10)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />11)Bearings are assumed to be: Joint 6 DF No.2 crushing
<br />capacity of 625 psi, Joint 17 DF No.2 crushing capacity
<br />of 625 psi.
<br />12)Bearing at joint(s) 17 considers parallel to grain value
<br />using ANSI/TPI 1 angle to grain formula. Building
<br />designer should verify capacity of bearing surface.
<br />13)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 867 lb uplift at
<br />joint 8, 227 lb uplift at joint 5, 406 lb uplift at joint 7 and
<br />431 lb uplift at joint 17.
<br />14)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 />15)This truss has been designed for a total seismic drag
<br />load of 2000 lb. Lumber DOL=(1.33) Plate grip DOL=
<br />(1.33) Connect truss to resist drag loads along bottom
<br />chord from 0-0-0 to 8-10-8 for 225.4 plf.
<br />16)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />17)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=-72, 3-4=-128, 8-9=-34, 5-8=-14
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031790AE01Half Hip Structural Gable 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 09:55:53 Page: 1
<br />ID:9Lpv23nrCWXuXEcSa6WvjpyEQBI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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