|
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 />A24
<br />Truss Type
<br />MONOPITCH
<br />Qty
<br />1
<br />Ply
<br />2
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895412
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:21 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-fMFUYZ9H83whGvgCSd_Oi0ulfvxjlOgHNxcWCTyjuGK
<br />Scale = 1:52.6
<br />12 3 4 5 6 7 8
<br />16 15 14 13 12 11 10 9
<br />17
<br />18 19 20 21
<br />22
<br />23 24 25 26
<br />27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44
<br />9x12 M18AHS
<br />4x6
<br />8x8
<br />6x10
<br />4x10
<br />8x8 6x6
<br />3x4
<br />2x4
<br />7x14 M18AHS
<br />4x8
<br />4x12
<br />6x10
<br />2x4
<br />LUS24
<br />MUS26 MUS26
<br />LUS24
<br />LUS24 LUS24
<br />LUS24
<br />MUS26
<br />MUS26 LUS24 LUS24
<br />LUS24
<br />LUS24
<br />LUS24 LUS24
<br />2-8-0
<br />6-3-9
<br />6-3-9
<br />12-3-10
<br />6-0-0
<br />16-6-4
<br />4-2-10
<br />19-2-4
<br />2-8-0
<br />24-3-11
<br />5-1-7
<br />30-7-4
<br />6-3-9
<br />6-3-9
<br />6-3-9
<br />12-3-10
<br />6-0-0
<br />16-6-4
<br />4-2-10
<br />19-2-4
<br />2-8-0
<br />24-3-11
<br />5-1-7
<br />30-7-4
<br />6-3-9
<br />2-
<br />9
<br />-
<br />1
<br />2
<br />2-
<br />4
<br />-
<br />3
<br />7-
<br />0
<br />-
<br />8
<br />3-
<br />5
<br />-
<br />4
<br />0.25 12
<br />Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:Edge,0-5-10], [10:0-3-9,0-2-0], [11:0-7-0,0-4-8], [14:0-3-9,0-4-0]
<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 />0.90
<br />0.92
<br />0.84
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.33
<br />-1.10
<br />0.17
<br />0.37
<br />(loc)
<br />12-13
<br />12-13
<br />9
<br />12-13
<br />l/defl
<br />>999
<br />>328
<br />n/a
<br />>974
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />M18AHS
<br />Weight: 406 lb FT = 20%
<br />GRIP
<br />220/195
<br />169/162
<br />LUMBER-
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x6 DF No.1 G
<br />WEBS 2x4 DF Std G *Except*
<br />9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing.
<br />WEBS 1 Row at midpt 3-15
<br />REACTIONS.(lb/size)15=2839/0-2-11, 9=2756/0-5-8
<br />Max Horz 15=193(LC 62)
<br />Max Uplift 15=-1294(LC 8), 9=-1231(LC 12)
<br />Max Grav 15=4774(LC 42), 9=4627(LC 36)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-15=-613/44, 2-18=-356/103, 3-18=-347/107, 3-19=-9228/3385, 4-19=-9227/3386,
<br />4-20=-12977/4916, 20-21=-12976/4916, 21-22=-12975/4916, 5-22=-12975/4916,
<br />5-23=-12208/4586, 6-23=-12199/4586, 6-24=-12171/4578, 7-24=-12168/4579,
<br />7-25=-7782/3280, 25-26=-7780/3280, 8-26=-7780/3285, 8-9=-3994/1329
<br />BOT CHORD 15-27=-3573/9225, 27-28=-3573/9225, 28-29=-3573/9225, 14-29=-3573/9225,
<br />14-30=-4903/12908, 30-31=-4903/12908, 31-32=-4903/12908, 13-32=-4903/12908,
<br />13-33=-4425/12213, 33-34=-4425/12213, 34-35=-4425/12213, 12-35=-4425/12213,
<br />12-36=-4425/12213, 36-37=-4425/12213, 37-38=-4425/12213, 11-38=-4425/12213,
<br />11-39=-3021/7780, 39-40=-3021/7780, 40-41=-3021/7780, 10-41=-3021/7780,
<br />10-42=-140/339, 42-43=-140/339, 43-44=-140/339, 9-44=-140/339
<br />WEBS 3-15=-9632/3594, 3-14=-1239/3309, 4-14=-4196/1642, 4-13=-456/1165, 5-13=-594/1167,
<br />6-11=-1126/326, 7-11=-1719/5314, 7-10=-2568/829, 8-10=-3305/8357, 5-12=-178/329
<br />NOTES-(18)
<br />1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
<br />Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
<br />Bottom chords connected as follows: 2x6 - 2 rows staggered 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) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left
<br />and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
<br />DOL=1.33 plate grip DOL=1.33
<br />5) Provide adequate drainage to prevent water ponding.
<br />6) All plates are MT20 plates unless otherwise indicated.
<br />7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />8) * 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 />Continued on page 2
<br />August 27,2025
|