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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 />0.2512
<br />=4x5
<br />=5x10
<br />=6x12
<br />=2x6 =4x12
<br />=2x6 =4x12
<br />=2x6
<br />=M18AHS 10x12
<br />=4x8 =6x8
<br />=5x8
<br />=2x6
<br />=2x6
<br />=5x8
<br />=4x5
<br />=4x5 =2x6
<br />=6x8 =3x10
<br />=10x16
<br />40 41
<br />22
<br />37 21 38 20 39 19 1817 16 42 15 43 14 44 13 45 12
<br />2425
<br />11361035934833763231530294283272261
<br />23
<br />0-5-10
<br />34-8-0
<br />3-0-11
<br />34-2-6
<br />3-1-12
<br />27 -11-11
<br />3-2-0
<br />31-1-11
<br />4-1-1
<br />8-3-5
<br />4-1-2
<br />12-4-6
<br />4-1-10
<br />16-6-1
<br />4-1-10
<br />20-7-11
<br />4-2-4
<br />24 -9-15
<br />4-2-3
<br />4-2-3
<br />0-2-8
<br />16 -6-1
<br />0-11-4
<br />34-8-0
<br />2-7-1
<br />33-8-12
<br />3-1-12
<br />27 -11-11
<br />3-2-0
<br />31-1-11
<br />3-11-2
<br />16 -3-9
<br />4-1-1
<br />8-3-5
<br />4-1-2
<br />12-4-6
<br />4-1-10
<br />20-7-11
<br />4-2-4
<br />24 -9-15
<br />4-2-3
<br />4-2-3
<br />5-6-0
<br />2-6-11
<br />4-8-12
<br />0-9-4
<br />1-10
<br />-2
<br />1-10
<br />-2
<br />3-7-14
<br />5-6-0
<br />Scale = 1:64.7
<br />Plate Offsets (X, Y):[1:0-3-8,0-2-8], [11:0-8-0,0-5-8], [13:0-2-0,0-2-4], [21:0-4-12,0-3-0]
<br />Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP
<br />TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL)-0.46 16-17 >892 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.69 Vert(CT)-0.95 16-17 >433 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.99 Horz(CT)0.07 25 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.36 16-17 >999 240 Weight: 267 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x8 DF SS G *Except* 6-11:2x8 DF No.2 G
<br />BOT CHORD 2x8 DF SS G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 24-23:2x6 DF No.2 G,
<br />21-1:2x4 DF No.2 G, 13-11:2x4 DF 1800F
<br />1.6E G or 2x4 DF No.1&Btr G
<br />OTHERS 2x6 DF 1800F 1.6E G or 2x6 DF SS G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />2-10-12 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)22=0-5-8, 25=0-5-8
<br />Max Horiz 22=-148 (LC 10)
<br />Max Uplift 22=-148 (LC 9), 25=-109 (LC 9)
<br />Max Grav 22=1804 (LC 1), 25=1349 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-22=-1724/297, 1-2=-3369/546,
<br />2-3=-3369/544, 3-4=-7710/1281,
<br />4-5=-7711/1279, 5-7=-8031/1398,
<br />7-8=-8031/1395, 8-9=-5212/1033,
<br />9-10=-3177/733, 10-11=-3178/744,
<br />12-24=-32/484, 11-24=-32/484, 11-23=0/0
<br />BOT CHORD 21-22=-1034/1100, 20-21=-1058/5989,
<br />19-20=-1058/5989, 17-19=-1369/8458,
<br />16-17=-1364/8469, 15-16=-1128/6858,
<br />14-15=-1130/6825, 13-14=-901/5209,
<br />12-13=-286/950
<br />WEBS 2-21=-529/109, 1-21=-601/3639,
<br />3-21=-2855/491, 3-20=-1/372,
<br />3-19=-314/1869, 4-19=-507/102,
<br />5-19=-1137/475, 5-17=-29/386,
<br />5-16=-786/399, 7-16=-417/80,
<br />8-16=-449/1451, 8-15=0/427,
<br />8-14=-1803/336, 9-14=-105/743,
<br />10-13=-263/111, 9-13=-2249/400,
<br />11-13=-412/2387, 11-25=-1634/269
<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 15-1-13, Exterior (2)
<br />15-1-13 to 18-11-9, Corner (3) 18-11-9 to 33-11-9 zone;
<br />cantilever left and right exposed ; end vertical left and
<br />right exposed;C-C for members and forces & MWFRS
<br />for 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 22 DF SS crushing
<br />capacity of 625 psi, Joint 25 DF No.2 crushing capacity
<br />of 625 psi.
<br />8)Bearing at joint(s) 25 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 148 lb uplift at
<br />joint 22 and 109 lb uplift at joint 25.
<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 5300 lb with dead loads only. Lumber DOL=
<br />(1.33) Plate grip DOL=(1.33) Connect truss to resist
<br />drag loads along bottom chord from 0-0-0 to 18-6-0 for
<br />286.5 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)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: 11-31=-54, 12-22=-11
<br />Trapezoidal Loads (lb/ft)
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031746AA05Roof 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 09:55:31 Page: 1
<br />ID:khQzV5pn_07oTNMVNFVsM0yEC6c-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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