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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 />Job
<br />25-0691-001
<br />Truss
<br />C05
<br />Truss Type
<br />MONOPITCH GIRDER
<br />Qty
<br />2
<br />Ply
<br />2
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895423
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:33 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-Ig_13gJpJlR_ilbW98CCBYOwDl3hZqZ27pW9dmyjuG8
<br />Scale = 1:43.4
<br />1 2 3 4 5 6 7 8
<br />16 15 14 13 12 11 10
<br />9
<br />18
<br />17
<br />19
<br />20 21 22 23 24 25 26 27 28
<br />29 30 31 32 33 34 35
<br />363x5
<br />2x4
<br />4x4 8x8 4x10
<br />8x10
<br />8x8
<br />3x4
<br />3x4
<br />3x5 3x6
<br />4x10
<br />5x12
<br />2x4
<br />2x4
<br />LUS24
<br />LUS24
<br />2-0-0
<br />2-0-0
<br />5-2-1
<br />3-2-1
<br />10-0-9
<br />4-10-8
<br />14-11-1
<br />4-10-8
<br />19-9-9
<br />4-10-8
<br />24-11-10
<br />5-2-1
<br />0-5-10
<br />0-5-10
<br />2-0-0
<br />1-6-6
<br />5-2-1
<br />3-2-1
<br />10-0-9
<br />4-10-8
<br />14-11-1
<br />4-10-8
<br />19-9-9
<br />4-10-8
<br />24-11-10
<br />5-2-1
<br />1-
<br />3
<br />-
<br />1
<br />0
<br />7-
<br />0
<br />-
<br />8
<br />2-
<br />4
<br />-
<br />2
<br />2-
<br />9
<br />-
<br />1
<br />2
<br />1-
<br />0
<br />-
<br />0
<br />0.25 12
<br />Plate Offsets (X,Y)-- [3:0-3-0,0-4-8], [11:0-4-0,0-4-8], [13:0-3-9,0-4-0], [14:0-3-9,0-2-0], [17:0-4-0,0-2-4]
<br />LOADING (psf)
<br />TCLL
<br />TCDL
<br />BCLL
<br />BCDL
<br />20.0
<br />15.0
<br />0.0 *
<br />10.0
<br />SPACING-
<br />Plate Grip DOL
<br />Lumber DOL
<br />Rep Stress Incr
<br />Code
<br />2-0-0
<br />1.25
<br />1.25
<br />NO
<br />IBC2021/TPI2014
<br />CSI.
<br />TC
<br />BC
<br />WB
<br />Matrix-MS
<br />0.42
<br />0.78
<br />0.85
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.09
<br />-0.58
<br />0.07
<br />0.05
<br />(loc)
<br />13-14
<br />12-13
<br />10
<br />12-13
<br />l/defl
<br />>999
<br />>505
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />Weight: 345 lb FT = 20%
<br />GRIP
<br />220/195
<br />LUMBER-
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x6 DF No.2 G *Except*
<br />17-18: 2x4 DF No.1&Btr G
<br />WEBS 2x4 DF Std G *Except*
<br />14-17: 2x4 DF No.1&Btr G
<br />OTHERS 2x6 DF No.2 G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br />REACTIONS.(lb/size)18=2640/0-5-8, 10=1988/0-2-11
<br />Max Horz 18=214(LC 66)
<br />Max Grav 18=2939(LC 29), 10=2086(LC 36)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-18=-2863/0, 1-20=-4545/0, 2-20=-4539/0, 2-21=-4346/0, 21-22=-4340/0,
<br />3-22=-4333/0, 3-23=-9153/0, 4-23=-9150/0, 4-24=-7477/0, 24-25=-7477/0,
<br />5-25=-7472/0, 5-26=-4242/0, 26-27=-4236/0, 6-27=-4234/0, 7-10=-435/79
<br />BOT CHORD 15-30=0/315, 14-30=0/315, 14-31=0/6321, 13-31=0/6321, 13-32=0/9148, 32-33=0/9148,
<br />12-33=0/9148, 12-34=0/7472, 11-34=0/7472, 11-35=0/4127, 10-35=0/4127,
<br />18-36=-639/1521, 17-36=-639/1521
<br />WEBS 14-17=0/6333, 3-14=-1015/0, 3-13=0/3220, 4-13=-143/663, 4-12=-2133/0, 5-12=0/983,
<br />5-11=-3703/0, 6-11=0/1696, 6-10=-4452/0, 15-17=-49/551, 2-17=-254/125,
<br />3-17=-2313/147, 1-17=0/4702
<br />NOTES-(15)
<br />1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
<br />Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
<br />Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
<br />Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
<br />2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
<br />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />3) Unbalanced roof live loads have been considered for this design.
<br />4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;
<br />MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
<br />and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
<br />5) Provide adequate drainage to prevent water ponding.
<br />6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
<br />will fit between the bottom chord and any other members.
<br />8) A plate rating reduction of 20% has been applied for the green lumber members.
<br />9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.
<br />10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all
<br />panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
<br />Continued on page 2
<br />VERTICAL SUPPORT OF FREE END
<br />OF CHORD IS REQUIRED.
<br />August 27,2025
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