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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 />0.25 12
<br />=1.5x4
<br />=4x5
<br />=5x10
<br />=4x12
<br />=2x6
<br />=4x6
<br />=4x6
<br />=3x4
<br />=3x4
<br />=3x4
<br />=3x6
<br />=3x4
<br />23
<br />12
<br />20 11 21 10 22 9
<br />8
<br />1 13 2
<br />14 1534 5 16 17 6 18 19 7
<br />0-7-13
<br />4-1-13
<br />3-6-0
<br />3-6-0
<br />3-10-15
<br />11-11-12
<br />3-11-0
<br />8-0-12
<br />4-0-12
<br />16-0-8
<br />0-1-4
<br />4-0-0
<br />3-10 -13
<br />3-10 -13
<br />3-10-15
<br />11-11-12
<br />4-0-12
<br />16-0-8
<br />4-0-12
<br />8-0-12
<br />2-4-7
<br />1-2-0 2-4-71-1-9
<br />1-2-14
<br />1-2-14
<br />1-1-9
<br />2-4-7
<br />Scale = 1:34.8
<br />Plate Offsets (X, Y):[2:0-4-15,Edge], [11:0-3-12,0-2-0]
<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 0.55 Vert(LL)-0.06 9-10 >999 360 MT20 220/195
<br />TCDL 38.0 Lumber DOL 1.25 BC 0.52 Vert(CT)-0.11 9-10 >999 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.57 Horz(CT)0.01 8 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.02 9-10 >999 240 Weight: 80 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* 11-3:2x6 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />9-9-0 oc purlins, except end verticals, and
<br />2-0-0 oc purlins (4-11-13 max.): 2-11, 3-7.
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)8=0-5-8, 11=0-5-8
<br />Max Horiz 11=55 (LC 11)
<br />Max Uplift 8=-33 (LC 9), 11=-103 (LC 8)
<br />Max Grav 8=989 (LC 36), 11=1729 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-12=-57/381, 1-2=-412/1835,
<br />2-11=-218/461, 2-3=-197/625, 3-4=-258/957,
<br />4-5=-1299/176, 5-6=-1281/230, 6-7=-77/36,
<br />7-8=-550/78
<br />BOT CHORD 11-12=-46/98, 10-11=-660/210,
<br />9-10=-207/1299, 8-9=-245/1281
<br />WEBS 1-11=-1837/443, 4-11=-1741/515,
<br />6-8=-1406/248, 5-10=-660/220,
<br />4-10=-365/1467, 5-9=-269/256, 6-9=-70/309
<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 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 />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)All bearings are assumed to be DF No.2 crushing
<br />capacity of 625 psi.
<br />8)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 103 lb uplift at
<br />joint 11 and 33 lb uplift at joint 8.
<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)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />11)Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 112
<br />lb down and 24 lb up at 7-2-3, and 78 lb down and 17 lb
<br />up at 14-10-10, and 78 lb down and 17 lb up at 10-5-10
<br />on top chord. The design/selection of such connection
<br />device(s) is the responsibility of others.
<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 />13)In the LOAD CASE(S) section, loads applied to the face
<br />of the truss are noted as front (F) or back (B).
<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, 3-14=-214, 7-14=-116, 11-12=-30,
<br />8-11=-14
<br />Concentrated Loads (lb)
<br />Vert: 15=-108, 17=-76 (F), 19=-76
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031772AC15Half 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 09:55:45 Page: 1
<br />ID:ndt23_GdbNgmNm6bpoga3uyEXzb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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