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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 />0.25 12
<br />=2x6
<br />=4x5
<br />=5x6
<br />=6x16
<br />=4x12
<br />=5x6=3x6 =4x8
<br />=1.5x4
<br />=3x4
<br />=5x8
<br />=6x12
<br />=6x8
<br />24
<br />13 128 7 25
<br />6
<br />21
<br />11
<br />2210
<br />23 9
<br />14
<br />15
<br />1 16 2
<br />3 17 18 4 51920
<br />3-6-0
<br />3-6-0
<br />4-9-8
<br />8-3-8
<br />7-9-0
<br />16-0-8
<br />0-0-6
<br />4-0-0
<br />0-1-12
<br />8-3-8
<br />0-7-8
<br />16-0-8
<br />0-9-15
<br />4-9-15
<br />3-3-13
<br />8-1-12
<br />3-11-10
<br />3-11-10
<br />7-1-8
<br />15-5-0
<br />2-6-10
<br />1-2-0
<br />1-9-6
<br />0-7-4
<br />1-3-12
<br />0-7-4
<br />0-7-4 0-7-10
<br />1-2-14
<br />1-3-12
<br />2-6-10
<br />0-7-4
<br />0-7-4 0-2-0
<br />0-9-4
<br />Scale = 1:39.1
<br />Plate Offsets (X, Y):[2:0-6-8,0-3-0], [3:0-3-8,0-2-0], [5:0-5-0,0-3-4], [10:0-3-0,0-0-1]
<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 0.80 Vert(LL)-0.23 6-7 >606 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.83 Vert(CT)-0.36 6-7 >390 240
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.85 Horz(CT)0.02 15 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.04 6-7 >999 240 Weight: 86 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x4 DF No.2 G
<br />BOT CHORD 2x4 DF No.2 G *Except* 10-8:2x4 DF No.2 G
<br />or 2x4 DF Std G or 2x4 DF Stud G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 12-3,3-11:2x6 DF No.2 G
<br />OTHERS 2x8 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals, and
<br />2-0-0 oc purlins (5-9-6 max.): 2-12, 3-5.
<br />Except:
<br />6-0-0 oc bracing: 11-12
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />WEBS 1 Row at midpt 4-6
<br />REACTIONS (size)11=0-5-8, 15=0-5-8
<br />Max Horiz 11=-61 (LC 10)
<br />Max Uplift 11=-111 (LC 8), 15=-130 (LC 28)
<br />Max Grav 11=1347 (LC 1), 15=590 (LC 49)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-13=-72/403, 1-2=-480/1660,
<br />11-12=-180/359, 2-11=-1048/463,
<br />2-3=-733/302, 3-4=-930/202, 4-5=-790/630,
<br />6-14=-182/503, 5-14=-182/503
<br />BOT CHORD 12-13=-375/408, 10-11=-1008/344,
<br />9-10=-953/421, 8-10=-40/86, 7-8=-95/496,
<br />6-7=-668/1264
<br />WEBS 4-6=-1148/690, 7-9=0/337, 4-9=-445/279,
<br />3-9=-559/1327, 1-12=-1663/524,
<br />5-15=-635/155
<br />NOTES
<br />1)Unbalanced roof live loads have been considered for
<br />this design.
<br />2)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 15-3-4 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 />3)Provide adequate drainage to prevent water ponding.
<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 11 DF No.2 crushing
<br />capacity of 625 psi, Joint 15 DF No.2 crushing capacity
<br />of 625 psi.
<br />8)Bearing at joint(s) 15 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 111 lb uplift at joint
<br />11 and 130 lb uplift at joint 15.
<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 has been designed for a total seismic drag
<br />load of 1750 lb. Lumber DOL=(1.33) Plate grip DOL=
<br />(1.33) Connect truss to resist drag loads along bottom
<br />chord from 0-0-0 to 16-0-8 for 109.1 plf.
<br />12)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />13)Hanger(s) or other connection device(s) shall be
<br />provided sufficient to support concentrated load(s) 207
<br />lb down and 69 lb up at 3-11-10, and 207 lb down and
<br />69 lb up at 6-0-3, and 114 lb down and 38 lb up at
<br />7-2-3 on top chord. The design/selection of such
<br />connection device(s) is the responsibility of others.
<br />14)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, 3-5=-68, 12-13=-30, 10-11=-14,
<br />6-8=-14
<br />Concentrated Loads (lb)
<br />Vert: 2=-195, 17=-195, 18=-108
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031767AC10Half Hip 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 09:55:42 Page: 1
<br />ID:m__i5Mwk4ML3UAvMkTUSEfyDWEJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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