|
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 />=3x4
<br />=5x8
<br />=5x10
<br />=2x4 =5x8
<br />=2x4 =5x8
<br />=2x4
<br />=4x8
<br />=4x8
<br />=M18AHS 8x12
<br />=2x4
<br />=4x8 =2x4
<br />=4x8 =2x4
<br />=4x12
<br />=4x8 =3x10
<br />=4x12
<br />=3x10
<br />=4x5
<br />=2x4
<br />23
<br />35 22 36 21 37 20 38 19 39 18 17 41 16 42
<br />15
<br />43 44
<br />14
<br />40
<br />133412
<br />1133103293183072962854273262251
<br />240-5-10
<br />34-8-0
<br />2-6-0
<br />37-2-0
<br />2-10-10
<br />34-2-6
<br />2-11-6
<br />31-3-12
<br />3-0-9
<br />28-4-6
<br />3-11-13
<br />9-1-7
<br />3-11-14
<br />13 -1-5
<br />4-0-10
<br />21-2-10
<br />4-0-11
<br />17-2-0
<br />4-1-3
<br />25 -3-13
<br />5-1-10
<br />5-1-10
<br />0-2-13
<br />34-8-0
<br />2-6-0
<br />37-2-0
<br />3-0-9
<br />28-4-6
<br />3-11-13
<br />9-1-7
<br />3-11-14
<br />13 -1-5
<br />4-0-10
<br />21-2-10
<br />4-0-11
<br />17-2-0
<br />4-1-3
<br />25 -3-13
<br />5-1-10
<br />5-1-10
<br />6-0-13
<br />34-5-3
<br />6-6-0
<br />2-6-11
<br />1-2-00-7-8
<br />1-2-10
<br />1-2-10 0-7-8
<br />1-10
<br />-2
<br />4-7-14
<br />6-6-0
<br />Scale = 1:68.3
<br />Plate Offsets (X, Y):[1:0-3-8,0-2-8], [16:0-4-0,0-2-0], [19:0-6-0,0-4-12], [22:0-4-8,0-2-8]
<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 0.50 Vert(LL)-0.48 18-19 >852 360 MT20 220/195
<br />TCDL 14.0 Lumber DOL 1.25 BC 0.67 Vert(CT)-0.99 18-19 >414 240 M18AHS 169/162
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.85 Horz(CT)0.13 15 n/a n/a
<br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.35 18-19 >999 240 Weight: 237 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2x6 DF No.2 G *Except* 12-13:2x4 DF No.2
<br />G
<br />BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G
<br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF
<br />Stud G *Except* 24-15:2x6 DF No.2 G,
<br />22-1:2x4 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />2-9-15 oc purlins, except end verticals.
<br />Except:
<br />10-0-0 oc bracing: 11-24
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size)15=0-5-8, 23=0-5-8
<br />Max Horiz 23=-232 (LC 10)
<br />Max Uplift 15=-131 (LC 9), 23=-67 (LC 13)
<br />Max Grav 15=1676 (LC 1), 23=1385 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-23=-1321/232, 1-2=-2958/464,
<br />2-3=-2957/461, 3-4=-6013/1002,
<br />4-6=-6013/999, 6-7=-6541/1212,
<br />7-8=-6541/1209, 8-9=-4159/1002,
<br />9-10=-4159/1000, 10-11=-708/767,
<br />12-15=-462/187, 11-12=-444/69, 11-24=0/0,
<br />12-13=-125/1126, 13-14=-69/310
<br />BOT CHORD 22-23=-250/279, 21-22=-767/4764,
<br />20-21=-767/4764, 18-20=-902/6650,
<br />17-18=-916/5595, 16-17=-916/5595,
<br />15-16=-632/2282, 14-15=-114/31
<br />WEBS 10-15=-2635/423, 2-22=-480/99,
<br />1-22=-504/3128, 3-22=-2004/357,
<br />3-21=-6/417, 3-20=-246/1380, 4-20=-463/85,
<br />6-20=-895/186, 6-19=0/408, 6-18=-481/381,
<br />7-18=-456/85, 8-18=-254/1064,
<br />8-17=-20/409, 8-16=-1617/306,
<br />9-16=-418/75, 10-16=-403/2084,
<br />13-15=-1050/127
<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 19-5-3, Corner (3) 19-5-3 to 37-0-4 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)All bearings are assumed to be DF 1800F 1.6E or SS
<br />crushing capacity of 625 psi.
<br />8)Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 67 lb uplift at joint
<br />23 and 131 lb uplift at joint 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)Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<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: 1-11=-68, 12-13=-68, 23-43=-14, 14-43=-30
<br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA
<br />R80031743AA02Roof Special 6 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 09:55:29 Page: 1
<br />ID:3XuwnHIPghMAPUmvdw9vr2yERme-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />December 27,2023
<br />1430 E Edinger Ave
<br />3/27/2025
|