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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 />A19
<br />Truss Type
<br />Monopitch
<br />Qty
<br />1
<br />Ply
<br />1
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895407
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:15 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-qCuDHW5XYDAYY_D36Mu_SlenhUw4LjnO_09C_pyjuGQ
<br />Scale = 1:52.3
<br />12 3 4
<br />5 6 7 8
<br />16 15 14 13 12 11 10 9
<br />17 18
<br />19 20
<br />21 22 23 24
<br />25 26 27 28 29 30 31 32
<br />5x6
<br />4x6 8x8 8x14
<br />4x6 8x8
<br />3x10
<br />3x5 3x4
<br />3x4 2x4 4x8
<br />4x10 2x4
<br />4x6
<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 />19-5-13
<br />0-3-9
<br />24-3-11
<br />4-9-14
<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 />3-
<br />5
<br />-
<br />6
<br />0-
<br />1
<br />0
<br />-
<br />8
<br />3-
<br />5
<br />-
<br />6
<br />0.25 12
<br />Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [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 />0.68
<br />0.81
<br />0.74
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.18
<br />-0.80
<br />0.12
<br />0.13
<br />(loc)
<br />12-13
<br />12-13
<br />18
<br />12-13
<br />l/defl
<br />>999
<br />>454
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />Weight: 196 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 />8-10: 2x4 DF No.1&Btr G
<br />OTHERS 2x6 DF No.2 G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br />WEBS 1 Row at midpt 3-15, 4-14
<br />REACTIONS.(lb/size)15=1720/0-2-11, 18=1510/0-5-8
<br />Max Horz 15=42(LC 9)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-15=-638/0, 3-20=-3148/72, 4-20=-3143/73, 4-21=-4486/35, 5-21=-4481/36,
<br />5-22=-4322/0, 6-22=-4318/0, 6-23=-4301/0, 7-23=-4297/0, 7-24=-2729/21,
<br />8-24=-2725/22, 9-17=0/420, 8-17=0/420
<br />BOT CHORD 15-25=-102/3142, 14-25=-102/3142, 14-26=-70/4472, 13-26=-70/4472, 13-27=0/4323,
<br />27-28=0/4323, 12-28=0/4323, 12-29=0/4323, 11-29=0/4323, 11-30=-35/2725,
<br />30-31=-35/2725, 10-31=-35/2725, 10-32=-28/277, 9-32=-28/277
<br />WEBS 3-15=-3280/58, 3-14=0/734, 4-14=-1455/0, 4-13=-31/324, 5-13=-219/473,
<br />6-11=-527/112, 7-11=0/1825, 7-10=-1227/113, 8-10=-8/2761, 8-18=-1539/54
<br />NOTES-(13)
<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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
<br />capacity of bearing surface.
<br />8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15.
<br />9) 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 />10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 3-3-12, 60 lb
<br />down at 3-3-12, and 60 lb down at 0-3-12, and 60 lb down at 0-3-12 on top chord. The design/selection of such connection
<br />device(s) is the responsibility of others.
<br />11) 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 />12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br />13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC.
<br />LOAD CASE(S) StandardContinued on page 2
<br />August 27,2025
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