|
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 />A14
<br />Truss Type
<br />Monopitch
<br />Qty
<br />1
<br />Ply
<br />1
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895402
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:10 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-TF5KEp1OkhYFSDL5JpIplixwrTFzgROfrkSRJcyjuGV
<br />Scale = 1:50.8
<br />1 2 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
<br />26 27 28 29 30 31
<br />4x6
<br />4x6
<br />8x8
<br />3x4
<br />3x10
<br />3x4 3x4
<br />3x4
<br />2x4
<br />8x8
<br />3x10
<br />4x10
<br />6x8
<br />2x4
<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], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8]
<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 />0.69
<br />0.68
<br />0.82
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.18
<br />-0.67
<br />0.11
<br />0.13
<br />(loc)
<br />12-13
<br />12-13
<br />9
<br />12-13
<br />l/defl
<br />>999
<br />>542
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />Weight: 203 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
<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 3-8-2 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing.
<br />WEBS 1 Row at midpt 3-15
<br />REACTIONS.(lb/size)15=1629/0-2-11, 9=1370/0-5-8
<br />Max Horz 15=193(LC 11)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-15=-662/0, 3-19=-2872/388, 4-19=-2868/389, 4-20=-3918/721, 20-21=-3913/722,
<br />21-22=-3913/722, 5-22=-3913/722, 5-23=-3661/780, 6-23=-3657/781, 6-24=-3642/778,
<br />7-24=-3636/779, 7-25=-2362/669, 8-25=-2358/670, 8-9=-1287/314
<br />BOT CHORD 15-26=-576/2867, 14-26=-576/2867, 14-27=-736/3910, 13-27=-736/3910,
<br />13-28=-619/3662, 12-28=-619/3662, 12-29=-619/3662, 11-29=-619/3662,
<br />11-30=-410/2357, 10-30=-410/2357
<br />WEBS 3-15=-2985/440, 3-14=-63/614, 4-14=-1141/361, 5-13=-132/584, 6-11=-505/172,
<br />7-11=-341/1486, 7-10=-1076/290, 8-10=-472/2529
<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) 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 />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) 15.
<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) 58 lb down at 3-3-12, 58 lb
<br />down at 3-3-12, and 58 lb down at 0-3-12, and 58 lb down at 0-3-12 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 />LOAD CASE(S) Standard
<br />Continued on page 2
<br />August 27,2025
|