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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 />C24
<br />Truss Type
<br />MONOPITCH GIRDER
<br />Qty
<br />1
<br />Ply
<br />1
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895442
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:57 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-bHQ55tbtf7SabRQ7ZBeq9cOvtQEWBfDaeYKQSNyjuFm
<br />Scale = 1:43.4
<br />1 2 3 4 5 6 7 8 9
<br />18 17 16 15 14 13 12 11
<br />10
<br />20
<br />19
<br />21
<br />22 23 24 25 26 27 28 29 30 31 32
<br />33 34 35 36 37 38 39
<br />403x5
<br />4x10
<br />8x8 3x8
<br />4x10 8x8 4x10
<br />4x10
<br />3x8
<br />3x8
<br />3x8
<br />2x4 5x6
<br />3x10
<br />5x12
<br />3x8
<br />2x4
<br />2-3-03-10-01-
<br />9
<br />-
<br />0
<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 />18-8-14
<br />3-9-13
<br />22-10-7
<br />4-1-9
<br />24-11-10
<br />2-1-4
<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 />18-8-14
<br />3-9-13
<br />22-10-7
<br />4-1-9
<br />24-11-10
<br />2-1-4
<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)-- [4:0-4-0,0-4-8], [13:0-3-9,0-1-8], [14:0-4-0,0-4-8], [15:0-3-9,0-1-8], [16:0-3-9,0-2-0], [19:0-4-8,0-2-0]
<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 />YES
<br />IBC2021/TPI2014
<br />CSI.
<br />TC
<br />BC
<br />WB
<br />Matrix-MS
<br />0.88
<br />0.83
<br />0.93
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.18
<br />-0.89
<br />0.03
<br />0.15
<br />(loc)
<br />13-14
<br />13-14
<br />11
<br />13-14
<br />l/defl
<br />>999
<br />>329
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />Weight: 170 lb FT = 20%
<br />GRIP
<br />220/195
<br />LUMBER-
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x6 DF SS G *Except*
<br />19-20: 2x4 DF No.1&Btr G
<br />WEBS 2x4 DF Std G *Except*
<br />16-19: 2x4 DF No.1&Btr G
<br />OTHERS 2x6 DF No.2 G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br />REACTIONS.(lb/size)20=1452/0-5-8, 11=1371/0-2-11
<br />Max Horz 20=214(LC 11)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-20=-1402/0, 1-22=-2784/581, 2-22=-2783/581, 2-23=-2623/569, 3-23=-2621/570,
<br />3-24=-4367/0, 24-25=-4360/0, 4-25=-4360/0, 4-26=-4253/0, 26-27=-4249/0,
<br />5-27=-4246/0, 5-28=-2077/0, 28-29=-2073/0, 6-29=-2070/0, 6-30=-2061/0,
<br />30-31=-2059/0, 7-31=-2054/0, 8-11=0/544
<br />BOT CHORD 16-35=-19/3188, 15-35=-19/3188, 15-36=0/4393, 14-36=0/4393, 14-37=0/4213,
<br />13-37=0/4213, 13-38=0/2066, 12-38=0/2066, 12-39=0/2066, 11-39=0/2066,
<br />20-40=-783/1359, 19-40=-783/1359
<br />WEBS 16-19=0/3175, 3-16=-743/47, 3-15=-9/1324, 4-15=-476/47, 4-14=-479/187, 5-14=0/681,
<br />5-13=-2459/0, 6-13=0/515, 7-11=-3298/0, 7-12=0/1289, 17-19=0/641, 2-19=-115/263,
<br />3-19=-1288/386, 1-19=0/2290
<br />NOTES-(12)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) 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 />3) Provide adequate drainage to prevent water ponding.
<br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />5) * 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 />6) A plate rating reduction of 20% has been applied for the green lumber members.
<br />7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11.
<br />8) 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 />9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down at 6-5-14, 94 lb
<br />down at 6-5-14, and 95 lb down at 10-3-2, and 95 lb down at 10-3-2 on top chord. The design/selection of such connection
<br />device(s) is the responsibility of others.
<br />10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1.
<br />11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br />12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC.
<br />Continued on page 2
<br />VERTICAL SUPPORT OF FREE END
<br />OF CHORD IS REQUIRED.
<br />August 27,2025
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