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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 />A03
<br />Truss Type
<br />Monopitch
<br />Qty
<br />2
<br />Ply
<br />1
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895391
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:00 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-mKUY8Ov64cHgFgaAjj6TLbXA1RpEKuDBXA1vyByjuGf
<br />Scale = 1:50.8
<br />12 3 4 5 6 7
<br />14 13 12 11 10 9 8
<br />15
<br />16 17 18 19 20 21 22
<br />23 24 25 26 27
<br />4x8
<br />4x4
<br />6x8
<br />3x4 5x8
<br />3x8
<br />3x4
<br />8x8
<br />3x4
<br />3x4 3x8
<br />4x10
<br />6-3-9
<br />6-3-9
<br />12-3-10
<br />6-0-0
<br />18-3-10
<br />6-0-0
<br />24-3-11
<br />6-0-0
<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 />18-3-10
<br />6-0-0
<br />24-3-11
<br />6-0-0
<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], [9:0-3-9,0-2-0], [10:0-4-0,0-3-4]
<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 />YES
<br />IBC2021/TPI2014
<br />CSI.
<br />TC
<br />BC
<br />WB
<br />Matrix-MS
<br />0.83
<br />0.77
<br />0.86
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.18
<br />-0.79
<br />0.15
<br />0.11
<br />(loc)
<br />10-11
<br />10-11
<br />8
<br />10-11
<br />l/defl
<br />>999
<br />>457
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />Weight: 181 lb FT = 20%
<br />GRIP
<br />220/195
<br />LUMBER-
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x4 DF No.1&Btr G
<br />WEBS 2x4 DF Std G *Except*
<br />8-15: 2x6 DF No.2 G, 6-10,7-9: 2x4 DF No.1&Btr G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing.
<br />WEBS 1 Row at midpt 3-13
<br />REACTIONS.(lb/size)13=1373/0-2-11, 8=1380/0-5-8
<br />Max Horz 13=176(LC 9)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-13=-461/69, 3-18=-2657/338, 4-18=-2653/339, 4-19=-3733/506, 5-19=-3729/507,
<br />5-20=-3568/541, 6-20=-3564/542, 6-21=-2362/463, 21-22=-2357/464, 7-22=-2357/464,
<br />7-8=-1318/213
<br />BOT CHORD 13-23=-514/2652, 12-23=-514/2652, 12-24=-517/3725, 11-24=-517/3725,
<br />11-25=-398/3589, 10-25=-398/3589, 10-26=-227/2357, 9-26=-227/2357
<br />WEBS 3-13=-2799/380, 3-12=0/663, 4-12=-1180/183, 4-11=-66/281, 5-11=-212/443,
<br />5-10=-487/189, 6-10=-262/1349, 6-9=-1037/199, 7-9=-279/2566
<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=14ft; Cat. II; Exp C; Enclosed;
<br />MWFRS (envelope) and C-C Corner(3) 0-0-0 to 2-9-10, Exterior(2) 2-9-10 to 27-6-13, Corner(3) 27-6-13 to 30-4-7 zone; cantilever
<br />left 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) 13.
<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) 7 lb down at 25-5-0, 7 lb down
<br />at 25-5-0, and 7 lb down at 24-5-0, and 7 lb down at 24-5-0 on top chord. The design/selection of such connection device(s) is the
<br />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
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