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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 />=3x6
<br />=5x8
<br />=7x10
<br />=2x4 =4x12
<br />=2x6 =4x12
<br />=2x4 =3x10
<br />=M18AHS 8x12
<br />=5x6
<br />=2x4
<br />=4x8 =2x6
<br />=3x10
<br />=4x5
<br />=3x6
<br />=5x8 =3x10
<br />=6x16
<br />37
<br />20
<br />34 19 35 18 36 17 16 38 15 39 14 40 13 41 12 42 11
<br />2223
<br />1033932831763029528274263252241
<br />21
<br />0-5-10
<br />34-8-0
<br />3-1-4
<br />27 -7-8
<br />4-0-7
<br />8-1-15
<br />4-0-8
<br />12-2-7
<br />4-1-2
<br />20-4-10
<br />4-1-2
<br />16-3-9
<br />4-1-10
<br />24-6-4
<br />4-1-8
<br />4-1-8
<br />6-6-14
<br />34-2-6
<br />0-5-10
<br />34-8-0
<br />2-11-11
<br />30 -7-3
<br />3-1-4
<br />27 -7-8
<br />3-7-3
<br />34-2-6
<br />4-0-7
<br />8-1-15
<br />4-0-8
<br />12-2-7
<br />4-1-2
<br />20-4-10
<br />4-1-2
<br />16-3-9
<br />4-1-10
<br />24-6-4
<br />4-1-8
<br />4-1-8
<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], [10:0-8-0,0-3-12], [16:0-6-0,0-6-0], [19:0-3-8,0-3-12]
<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 0.43 Vert(LL)-0.46 15-16 >900 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.94 15-16 >437 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.81 Horz(CT)0.06 23 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.33 15-16 >999 240 Weight: 244 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x8 DF No.2 G *Except* 16-11:2x8 DF SS G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 22-21:2x6 DF No.2 G,
<br />19-1,12-10:2x4 DF No.2 G
<br />OTHERS 2x6 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />2-8-8 oc purlins, except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 8-6-10 oc
<br />bracing.
<br />REACTIONS (size)20=0-5-8, 23=0-5-8
<br />Max Horiz 20=-184 (LC 10)
<br />Max Uplift 20=-64 (LC 13), 23=-83 (LC 9)
<br />Max Grav 20=1406 (LC 1), 23=1367 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-20=-1330/240, 1-2=-2524/413,
<br />2-3=-2524/410, 3-4=-6046/1026,
<br />4-5=-6047/1023, 5-7=-6971/1247,
<br />7-8=-6972/1244, 8-9=-5130/1067,
<br />9-10=-3119/740, 11-22=-27/495,
<br />10-22=-27/495, 10-21=0/0
<br />BOT CHORD 19-20=-214/186, 18-19=-848/4630,
<br />17-18=-848/4630, 15-17=-1123/7040,
<br />14-15=-1058/6442, 13-14=-1058/6442,
<br />12-13=-903/5127, 11-12=-340/850
<br />WEBS 2-19=-465/91, 1-19=-464/2760,
<br />3-19=-2317/411, 3-18=0/414,
<br />3-17=-269/1552, 4-17=-445/85,
<br />5-17=-1144/223, 5-16=0/443, 5-15=-461/380,
<br />7-15=-439/87, 8-15=-166/735, 8-14=0/436,
<br />8-13=-1461/270, 9-13=-68/617,
<br />9-12=-2234/416, 10-12=-471/2427,
<br />10-23=-1598/273
<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 20 DF No.2 crushing
<br />capacity of 625 psi, Joint 23 DF No.2 crushing capacity
<br />of 625 psi.
<br />8)Bearing at joint(s) 23 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 64 lb uplift at joint
<br />20 and 83 lb uplift at joint 23.
<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)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />12)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 />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031745AA04Roof 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 />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
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