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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 />4
<br />12
<br />=3x5
<br />=1x4
<br />=3x4
<br />=3x8
<br />=4x5 =6x8
<br />=3x4
<br />=3x4
<br />=5x5
<br />=3x5
<br />1 8
<br />12 11 10 9
<br />2 71930
<br />20 29
<br />21 28
<br />3 627
<br />2622
<br />52524234
<br />0-1-1
<br />10-10-1
<br />0-1-1
<br />10-0-0
<br />0-9-0
<br />10-9-0
<br />1-0-0
<br />21-9-0
<br />1-0-0
<br />-1-0-0
<br />4-11-4
<br />20-9-0
<br />4-11-4
<br />4-11-4
<br />4-11-11
<br />9-10-15
<br />4-11-11
<br />15-9-12
<br />1-11-0
<br />11-4-0
<br />4-5-12
<br />9-5-0
<br />4-5-12
<br />15-9-12
<br />4-11-4
<br />20-9-0
<br />4-11-4
<br />4-11-4
<br />3-
<br />1
<br />1
<br />-
<br />5
<br />0-
<br />4
<br />-
<br />0
<br />0-
<br />3
<br />-
<br />5
<br />3-
<br />4
<br />-
<br />5
<br />3-
<br />4
<br />-
<br />5
<br />0-
<br />3
<br />-
<br />5
<br />3-
<br />7
<br />-
<br />1
<br />0
<br />Scale = 1:42.7
<br />Plate Offsets (X, Y):[5:0-4-0,0-1-12], [9:0-2-8,0-3-0]
<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 0.38 Vert(LL) -0.08 10 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.31 9-10 >816 180
<br />BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT) 0.09 7 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Weight: 90 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 Std G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied,
<br />except
<br />2-0-0 oc purlins (4-9-13 max.): 4-5.
<br />BOT CHORD Rigid ceiling directly applied.
<br />REACTIONS (size) 2=0-3-8, 7=0-3-8
<br />Max Horiz 2=56 (LC 12)
<br />Max Uplift 2=-167 (LC 8), 7=-167 (LC 9)
<br />Max Grav 2=1059 (LC 1), 7=1059 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/24, 2-3=-2416/447, 3-4=-1792/360,
<br />4-5=-1658/366, 5-6=-1848/359,
<br />6-7=-2417/453, 7-8=0/24
<br />BOT CHORD 2-12=-375/2263, 11-12=-375/2263,
<br />10-11=-234/1708, 7-10=-380/2265
<br />WEBS 3-11=-718/167, 4-11=-56/409, 5-11=-247/78,
<br />5-10=-13/304, 6-10=-666/173, 3-12=0/189,
<br />6-9=0/159
<br />NOTES
<br />1) Unbalanced roof live loads have been considered for
<br />this design.
<br />2) 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 Exterior(2E) -1-0-9 to 1-11-7, Interior (1) 1-11-7
<br />to 9-5-0, Exterior(2E) 9-5-0 to 11-2-4, Exterior(2R)
<br />11-2-4 to 15-5-3, Interior (1) 15-5-3 to 21-9-9 zone;
<br />cantilever left and right exposed ; end vertical left and
<br />right exposed;C-C for members and forces & MWFRS
<br />for 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 .
<br />8) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 167 lb uplift at joint
<br />2 and 167 lb uplift at joint 7.
<br />9) 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 />10) This truss design requires that a minimum of 7/16"
<br />structural wood sheathing be applied directly to the top
<br />chord and 1/2" gypsum sheetrock be applied directly to
<br />the bottom chord.
<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) Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 58 lb
<br />down and 80 lb up at 9-11-12, and 58 lb down and 80 lb
<br />up at 10-9-4 on top chord. The design/selection of such
<br />connection device(s) is the responsibility of others.
<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, 4-5=-72, 5-8=-72, 13-16=-20
<br />Concentrated Loads (lb)
<br />Vert: 23=-29, 25=-29
<br />Job Truss Truss Type Qty Ply T308060 Cohen Garage
<br />R90031375
<br />A02 California 2 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 13:37:40 Page: 1
<br />ID:gWfobaSUnbNLNJBXgHEg3VyjA2B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />September 4,2025
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