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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 />0.18 12
<br />=4x5
<br />=4x5
<br />=4x6
<br />=6x16
<br />=5x6
<br />=4x5
<br />=2x4
<br />=3x6
<br />=3x4
<br />=3x4
<br />=6x8
<br />=6x16
<br />=6x8
<br />NAILED
<br />Special MP3 MP3
<br />Special
<br />Special
<br />MP3
<br />12
<br />11 10 22
<br />9
<br />23 24 8 25 26 72113
<br />14
<br />15
<br />1 16 2 17 18 3
<br />4 19 5 20 6
<br />2-3-3
<br />7-5-11
<br />2-11-3
<br />10-4-14
<br />3-10-8
<br />14-3-6
<br />5-2-9
<br />5-2-9
<br />0-2-14
<br />7-10-6
<br />0-0-14
<br />4-10 -10
<br />0-8-10
<br />5-7-5
<br />0-9-8
<br />14 -3-6
<br />2-0-3
<br />7-7-8
<br />2-6-9
<br />10-4-14
<br />3-1-0
<br />13 -5-14
<br />4-9-13
<br />4-9-13
<br />1-11
<br />-14
<br />1-2-0 1-4-10
<br />0-7-6
<br />0-7-4
<br />1-3-5
<br />1-3-5
<br />0-7-6
<br />1-10
<br />-11
<br />Scale = 1:37.3
<br />Plate Offsets (X, Y):[6:0-7-0,0-3-4]
<br />Loading (psf)Spacing 1-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
<br />TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL)-0.02 7-8 >999 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.58 Vert(CT)-0.04 7-8 >999 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.69 Horz(CT)0.00 15 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.03 7-8 >999 240 Weight: 67 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G
<br />BOT CHORD 2x4 DF No.2 G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 11-2,10-2:2x6 DF No.2 G
<br />OTHERS 2x10 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing, Except:
<br />8-3-8 oc bracing: 7-8.
<br />REACTIONS (size)9=0-7-12, 13=0-7-12, 15=0-7-7
<br />Max Horiz 13=16 (LC 9)
<br />Max Uplift 9=-488 (LC 25), 13=-153 (LC 8),
<br />15=-382 (LC 9)
<br />Max Grav 9=577 (LC 36), 13=1480 (LC 25),
<br />15=673 (LC 31)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-12=-68/413, 1-2=-498/2074,
<br />2-3=-444/1686, 3-9=-484/549, 3-4=-471/342,
<br />4-5=-592/475, 5-6=-307/200, 7-14=-379/657,
<br />6-14=-379/657
<br />BOT CHORD 11-12=-60/159, 9-10=-343/138, 8-9=-168/61,
<br />7-8=-480/592
<br />WEBS 1-11=-2048/547, 3-10=-1533/448,
<br />11-13=-1047/210, 10-13=-873/264,
<br />2-13=-509/191, 5-7=-427/318, 5-8=-194/209,
<br />4-8=-612/735, 6-15=-764/467
<br />NOTES
<br />1)Wind: ASCE 7-16; Vult=96mph (3-second gust)
<br />Vasd=76mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat.
<br />II; Exp C; Enclosed; MWFRS (envelope) exterior zone
<br />and C-C Corner (3) 0-1-13 to 13-4-2 zone; cantilever left
<br />and right exposed ; end vertical left and right
<br />exposed;C-C for members and forces & MWFRS for
<br />reactions shown; Lumber DOL=1.60 plate grip
<br />DOL=1.60
<br />2)Provide adequate drainage to prevent water ponding.
<br />3)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />4)* This truss has been designed for a live load of 20.0psf
<br />on the bottom chord in all areas where a rectangle
<br />3-06-00 tall by 2-00-00 wide will fit between the bottom
<br />chord and any other members.
<br />5)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />6)Bearings are assumed to be: Joint 13 DF No.2 crushing
<br />capacity of 625 psi, Joint 9 DF No.2 crushing capacity of
<br />625 psi, Joint 15 DF No.2 crushing capacity of 625 psi.
<br />7)Bearing at joint(s) 13, 15 considers parallel to grain
<br />value using ANSI/TPI 1 angle to grain formula. Building
<br />designer should verify capacity of bearing surface.
<br />8)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 488 lb uplift at
<br />joint 9, 153 lb uplift at joint 13 and 382 lb uplift at joint
<br />15.
<br />9)This truss has been designed for a moving concentrated
<br />load of 300.0lb live and 80.0lb dead located at all mid
<br />panels and at all panel points along the Top Chord and
<br />Bottom Chord, nonconcurrent with any other live loads.
<br />10)Use MiTek MP3 (With 3-10d x 1-1/2 nails into Girder &
<br />3-10d x 1-1/2 nails into Truss) or equivalent at 8-5-6
<br />from the left end to connect truss(es) to front face of
<br />bottom chord, skewed 45.0 deg.to the left, sloping 0.0
<br />deg. down.
<br />11)Use MiTek MP3 (With 3-10d nails into Girder & 3-10d
<br />nails into Truss) or equivalent at 11-3-5 from the left end
<br />to connect truss(es) to front face of bottom chord,
<br />skewed 45.0 deg.to the left, sloping 0.0 deg. down.
<br />12)Use MiTek MP3 (With 3-10d x 1-1/2 nails into Girder &
<br />3-10d x 1-1/2 nails into Truss) or equivalent at 11-3-5
<br />from the left end to connect truss(es) to back face of
<br />bottom chord, skewed 45.0 deg.to the right, sloping 0.0
<br />deg. down.
<br />13)Fill all nail holes where hanger is in contact with lumber.
<br />14)"NAILED" indicates Girder: 3-16d (0.162" x 3.5") toe-
<br />nails per NDS guidelines.
<br />15)Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 78 lb
<br />down at 5-10-2, and 214 lb down and 109 lb up at
<br />13-4-2 on bottom chord. The design/selection of such
<br />connection device(s) is the responsibility of others.
<br />16)This truss is designed for a creep factor of 2.01, which is
<br />used to calculate the Vert(CT) deflection per ANSI/TPI 1.
<br />The building designer shall verify that this parameter fits
<br />with the intended use of this component.
<br />17)In the LOAD CASE(S) section, loads applied to the face
<br />of the truss are noted as front (F) or back (B).
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031822CG01Roof Special Girder 1 1M39885- TOMS JR Job Reference (optional)
<br />Builders FirstSource (Perris, CA), Perris, CA - 92570,Run: 8.63 S Nov 1 2023 Print: 8.630 S Nov 1 2023 MiTek Industries, Inc. Wed Dec 27 09:56:07 Page: 1
<br />ID:qEBGAnqIMRFlN5E24kqO_UyDWnI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />Continued on page 2
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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