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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 />2.8312
<br />=4x6
<br />=3x4
<br />=2x4
<br />=3x4
<br />=6x8
<br />=2x4
<br />Special
<br />Special
<br />Special
<br />Special Special Special
<br />Special
<br />Special
<br />Special Special
<br />Special
<br />SUR24 SUR24 SUR24
<br />1
<br />2
<br />19 2010 21
<br />9
<br />8
<br />13
<br />14
<br />15
<br />16 3
<br />17
<br />4 5
<br />18
<br />6 7
<br />1-5-0
<br />-1-5-0
<br />3-4-5
<br />14-6-9
<br />5-2-5
<br />11-2-4
<br />5-11-15
<br />5-11-15
<br />0-3-4
<br />11-2-4
<br />4-11-1
<br />10-11-0
<br />5-11-15
<br />5-11-15
<br />4-
<br />0
<br />-
<br />1
<br />2
<br />0-
<br />4
<br />-
<br />0
<br />3-
<br />9
<br />-
<br />2
<br />Scale = 1:41.2
<br />Plate Offsets (X, Y):[2:0-4-5,0-0-1]
<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 0.51 Vert(LL) -0.04 10-12 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.12 10-12 >999 180
<br />BCLL 0.0*Rep Stress Incr NO WB 0.64 Horz(CT) 0.02 9 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 57 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.2 G
<br />BOT CHORD 2X6 DF No.2 G
<br />WEBS 2X4 DF Std G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />5-0-2 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
<br />bracing.
<br />REACTIONS (size) 2=0-4-9, 5=0-4-4, 6=0-2-2, 9=
<br />Mechanical
<br />Max Horiz 2=128 (LC 9)
<br />Max Uplift 2=-122 (LC 8), 5=-536 (LC 29),
<br />6=-49 (LC 8), 9=-288 (LC 12)
<br />Max Grav 2=703 (LC 1), 5=97 (LC 12), 6=308
<br />(LC 37), 9=1366 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/27, 2-3=-1447/210, 3-4=-147/91,
<br />4-5=-148/36, 5-6=-36/37, 6-7=-7/0,
<br />4-9=-922/341
<br />BOT CHORD 2-10=-363/1390, 9-10=-363/1390, 8-9=0/0
<br />WEBS 3-10=0/352, 3-9=-1442/344
<br />NOTES
<br />1) Wind: ASCE 7-16; Vult=110mph (3-second gust)
<br />Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat.
<br />II; Exp C; Enclosed; MWFRS (envelope) exterior zone
<br />and C-C Corner (3) -1-5-6 to 2-9-9, Exterior(2R) 2-9-9 to
<br />14-6-9 zone; cantilever left and right exposed ; end
<br />vertical left and right exposed;C-C for members and
<br />forces & MWFRS for reactions shown; Lumber
<br />DOL=1.60 plate grip DOL=1.60
<br />2) This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />3) * 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 />4) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />5) Bearings are assumed to be: Joint 5 DF No.2 , Joint 6
<br />DF No.2 , Joint 2 DF No.2 .
<br />6) Refer to girder(s) for truss to truss connections.
<br />7) Provide mechanical connection (by others) of truss to
<br />bearing plate at joint(s) 6.
<br />8) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 288 lb uplift at joint
<br />9, 122 lb uplift at joint 2, 536 lb uplift at joint 5 and 49 lb
<br />uplift at joint 6.
<br />9) Beveled plate or shim required to provide full bearing
<br />surface with truss chord at joint(s) 5, 6.
<br />10) This truss has been designed for a moving concentrated
<br />load of 250.0lb live located at all mid panels and at all
<br />panel points along the Top Chord, nonconcurrent with
<br />any other live loads.
<br />11) Use Simpson Strong-Tie SUR24 (4-10dx1 1/2 Girder,
<br />4-10dx1 1/2 Truss, Single Ply Girder) or equivalent
<br />spaced at 2-9-15 oc max. starting at 2-9-8 from the left
<br />end to 8-5-6 to connect truss(es) to back face of bottom
<br />chord.
<br />12) Fill all nail holes where hanger is in contact with lumber.
<br />13) Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 19 lb
<br />down and 44 lb up at 2-9-8, 19 lb down and 44 lb up at
<br />2-9-8, 55 lb down and 71 lb up at 5-7-7, 55 lb down and
<br />71 lb up at 5-7-7, 94 lb down and 91 lb up at 8-5-6, 94
<br />lb down and 91 lb up at 8-5-6, and 108 lb down and 103
<br />lb up at 11-3-5, and 25 lb down and 39 lb up at 14-1-4
<br />on top chord. The design/selection of such connection
<br />device(s) is the responsibility of others.
<br />14) 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: 1-4=-72, 4-7=-72, 2-8=-20
<br />Concentrated Loads (lb)
<br />Vert: 5=-108 (B), 16=-27 (F=-13, B=-13), 17=-167
<br />(F=-84, B=-84), 19=-10 (F=-5, B=-5), 20=-53 (F=-26,
<br />B=-26), 21=-103 (F=-52, B=-52)
<br />Job Truss Truss Type Qty Ply T308060 Cohen Garage
<br />R90031377
<br />CGA Diagonal Hip Girder 4 1250727-Roof Job Reference (optional)
<br />Stone Truss, Inc., Oceanside, CA - 92054,Run: 8.73 S Aug 13 2025 Print: 8.730 S Aug 13 2025 MiTek Industries, Inc. Wed Sep 03 13:37:41 Page: 1
<br />ID:RW5z7h8Auc51GJCX9pma00yjA2b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />September 4,2025
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