|
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 />0.1812
<br />=1.5x4
<br />=6x12
<br />=3x6
<br />=M18AHS 3x10
<br />=4x8
<br />=3x4
<br />=4x12
<br />=6x8
<br />6
<br />13
<br />5
<br />14 4109
<br />8
<br />1 11 2 12 3
<br />7
<br />0-5-10
<br />3-10 -11
<br />1-8-9
<br />5-7-4
<br />3-5-1
<br />3-5-1
<br />0-9-8
<br />5-7-4
<br />0-9-8
<br />0-9-8
<br />1-1-15
<br />4-9-12
<br />2-10-5
<br />3-7-13
<br />5-6-0
<br />0-7-12
<br />1-5-80-5-1
<br />0-8-6
<br />1-5-10 0-5-1
<br />1-10
<br />-11
<br />3-7-5
<br />5-6-0
<br />0-5-8
<br />0-5-8
<br />0-3-12
<br />0-9-4
<br />Scale = 1:46.1
<br />Plate Offsets (X, Y):[1:0-1-8,0-3-0], [2:0-10-11,Edge], [3:0-5-0,0-2-8]
<br />Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
<br />TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL)-0.02 5-6 >999 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(CT)-0.02 5-6 >999 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MP Wind(LL)0.00 5-6 >999 240 Weight: 38 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF No.2 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* 5-7:2x6 DF No.2 G
<br />OTHERS 2x10 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />5-7-4 oc purlins, except end verticals.
<br />Except:
<br />10-0-0 oc bracing: 2-7
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)5=0-5-8, 9=0-7-12, 10=0-7-12
<br />Max Horiz 9=148 (LC 9)
<br />Max Uplift 5=-81 (LC 8), 9=-53 (LC 8),
<br />10=-137 (LC 11)
<br />Max Grav 5=527 (LC 33), 9=325 (LC 25),
<br />10=253 (LC 29)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 6-8=-2/402, 1-8=-2/402, 1-2=-425/386,
<br />2-5=-426/296, 2-7=0/0, 2-3=-162/151,
<br />3-4=-136/207
<br />BOT CHORD 5-6=-93/173, 4-5=-226/258
<br />WEBS 1-5=-214/128, 2-4=-131/197, 1-9=-516/404,
<br />3-10=-382/357
<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) 0-11-5 to 4-8-0 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)All plates are MT20 plates unless otherwise indicated.
<br />4)This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />5)* 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 />6)A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />7)Bearings are assumed to be: Joint 9 DF No.2 crushing
<br />capacity of 625 psi, Joint 5 DF No.2 crushing capacity of
<br />625 psi, Joint 10 DF No.2 crushing capacity of 625 psi.
<br />8)Bearing at joint(s) 9, 10 considers parallel to grain value
<br />using ANSI/TPI 1 angle to grain formula. Building
<br />designer should verify capacity of bearing surface.
<br />9)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 81 lb uplift at joint
<br />5, 53 lb uplift at joint 9 and 137 lb uplift at joint 10.
<br />10)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 />11)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 />LOAD CASE(S) Standard
<br />1)Dead + Roof Live (balanced): Lumber Increase=1.25,
<br />Plate Increase=1.25
<br />Uniform Loads (lb/ft)
<br />Vert: 1-2=-68, 2-3=-68, 5-6=-30, 4-5=-14
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031788AD08Roof Special 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 09:55:52 Page: 1
<br />ID:AeS6BWmmk7Efsuphd5Qi6nyEWpM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
|