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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 />=4x5
<br />=2x4
<br />=3x4
<br />=6x6
<br />=7x8 =5x12
<br />=8x8
<br />=3x4
<br />=7x8 =4x5
<br />THJA26 LUS24
<br />LUS24
<br />THJA26
<br />81
<br />2 7
<br />12 11 31 32 33 34 10 9
<br />3017
<br />2918
<br />2819
<br />63
<br />20 27
<br />4 21 22 23 24 25 26 5
<br />0-1-1
<br />8-0-0
<br />0-1-1
<br />12-10-1
<br />1-0-0
<br />-1-0-0
<br />1-0-0
<br />21-9-0
<br />3-5-13
<br />7-10-15
<br />3-6-6
<br />16-4-7
<br />4-4-9
<br />20-9-0
<br />4-5-2
<br />4-5-2
<br />4-9-0
<br />12-9-0
<br />2-8-14
<br />7-2-0
<br />2-9-7
<br />16-4-7
<br />4-4-9
<br />20-9-0
<br />4-5-2
<br />4-5-2
<br />6-5-0
<br />13-7-0
<br />3-
<br />3
<br />-
<br />5
<br />0-
<br />4
<br />-
<br />0
<br />0-
<br />3
<br />-
<br />5
<br />2-
<br />8
<br />-
<br />5
<br />2-
<br />8
<br />-
<br />5
<br />0-
<br />3
<br />-
<br />5
<br />2-
<br />1
<br />1
<br />-
<br />1
<br />0
<br />Scale = 1:42.6
<br />Plate Offsets (X, Y):[2:0-3-4,0-0-1], [4:0-3-0,0-2-8], [7:0-3-4,0-0-1], [9:0-4-0,0-4-8], [11:0-3-0,0-4-0]
<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 0.41 Vert(LL) -0.15 10-11 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 10-11 >514 180
<br />BCLL 0.0*Rep Stress Incr NO WB 0.42 Horz(CT) 0.09 7 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 214 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.2 G *Except* 4-5:2X6 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 />4-10-1 oc purlins, except
<br />2-0-0 oc purlins (6-0-0 max.): 4-5.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
<br />bracing.
<br />REACTIONS (size) 2=0-3-8, 7=0-3-8
<br />Max Horiz 2=-44 (LC 68)
<br />Max Uplift 2=-516 (LC 8), 7=-512 (LC 9)
<br />Max Grav 2=2485 (LC 1), 7=2464 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/27, 2-3=-6583/1424, 3-4=-7305/1506,
<br />4-5=-6535/1369, 5-6=-6901/1425,
<br />6-7=-6868/1477, 7-8=0/27
<br />BOT CHORD 2-12=-1299/6216, 11-12=-1299/6216,
<br />10-11=-1368/6898, 7-10=-1350/6467
<br />WEBS 4-11=-186/1791, 4-10=-698/217,
<br />5-10=-236/2063, 3-11=-307/1080,
<br />3-12=-522/97, 6-10=-275/389, 6-9=-211/48
<br />NOTES
<br />1) 2-ply truss to be connected together with 10d
<br />(0.131"x3") nails as follows:
<br />Top chords connected as follows: 2x4 - 1 row at 0-9-0
<br />oc, 2x6 - 2 rows staggered at 0-9-0 oc.
<br />Bottom chords connected as follows: 2x6 - 2 rows
<br />staggered at 0-7-0 oc.
<br />Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
<br />2) All loads are considered equally applied to all plies,
<br />except if noted as front (F) or back (B) face in the LOAD
<br />CASE(S) section. Ply to ply connections have been
<br />provided to distribute only loads noted as (F) or (B),
<br />unless otherwise indicated.
<br />3) Unbalanced roof live loads have been considered for
<br />this design.
<br />4) 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 7-3-12, Exterior(2R) 7-3-12 to 11-6-11, Interior (1)
<br />11-6-11 to 13-7-0, Exterior(2R) 13-7-0 to 17-9-15,
<br />Interior (1) 17-9-15 to 21-9-9 zone; cantilever left and
<br />right exposed ; end vertical left and right exposed;C-C
<br />for members and forces & MWFRS for reactions shown;
<br />Lumber DOL=1.60 plate grip DOL=1.60
<br />5) Provide adequate drainage to prevent water ponding.
<br />6) This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />7) * 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 />8) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />9) All bearings are assumed to be DF No.2 .
<br />10) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 516 lb uplift at joint
<br />2 and 512 lb uplift at joint 7.
<br />11) 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 />12) Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />13) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply,
<br />Right Hand Hip) or equivalent at 7-11-14 from the left
<br />end to connect truss(es) to back face of bottom chord.
<br />14) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d
<br />Truss) or equivalent spaced at 0-7-8 oc max. starting at
<br />10-0-12 from the left end to 10-8-4 to connect truss(es)
<br />to back face of bottom chord.
<br />15) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left
<br />Hand Hip) or equivalent at 12-9-2 from the left end to
<br />connect truss(es) to back face of bottom chord.
<br />16) Fill all nail holes where hanger is in contact with lumber.
<br />17) Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 189
<br />lb down and 564 lb up at 7-11-12, 145 lb down and 138
<br />lb up at 10-0-12, and 145 lb down and 138 lb up at
<br />10-8-4, and 191 lb down and 564 lb up at 12-9-4 on top
<br />chord. The design/selection of such connection device
<br />(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, 2-7=-20
<br />Concentrated Loads (lb)
<br />Vert: 21=276, 23=-145, 24=-145, 26=276, 31=-1455
<br />(B), 32=-123 (B), 33=-123 (B), 34=-1455 (B)
<br />Job Truss Truss Type Qty Ply T308060 Cohen Garage
<br />R90031374
<br />A01 California Girder 2 2250727-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 13:37:39 Page: 1
<br />ID:RncOiVLruqEdox?oeuaZCbyjA2K-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />September 4,2025
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