|
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 />412
<br />3612
<br />=1.5x4
<br />=8x8
<br />=3x8
<br />=3x4
<br />=4x12
<br />=3x4
<br />=3x4
<br />=5x5 =3x4 =1.5x4 =3x5
<br />=5x8
<br />=3x5
<br />10
<br />2
<br />32
<br />31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11
<br />9
<br />77
<br />76
<br />8
<br />75
<br />713
<br />74726
<br />4
<br />73
<br />5
<br />1-0-0
<br />32-9-8
<br />0-11-6
<br />13-11-6
<br />1-0-0
<br />-1-0-0
<br />5-11-15
<br />24-11-13
<br />6-4-4
<br />13-0-0
<br />6-9-11
<br />31-9-8
<br />5-0-9
<br />18-11-15
<br />6-7-12
<br />6-7-12
<br />6-2-8
<br />12-10-4
<br />6-7-12
<br />6-7-12
<br />9-1-10
<br />21-11-14
<br />9-9-10
<br />31-9-8
<br />9-
<br />8
<br />-
<br />1
<br />0
<br />4-
<br />9
<br />-
<br />2
<br />0-
<br />3
<br />-
<br />1
<br />5
<br />2-
<br />9
<br />-
<br />1
<br />3
<br />0-
<br />3
<br />-
<br />8
<br />0-
<br />3
<br />-
<br />8
<br />4-
<br />3
<br />-
<br />1
<br />4-
<br />6
<br />-
<br />9
<br />1-
<br />8
<br />-
<br />1
<br />3
<br />6-
<br />3
<br />-
<br />7
<br />0-
<br />3
<br />-
<br />1
<br />1
<br />6-
<br />7
<br />-
<br />2
<br />2-
<br />1
<br />-
<br />2
<br />8-
<br />8
<br />-
<br />4
<br />0-
<br />8
<br />-
<br />1
<br />0
<br />9-
<br />4
<br />-
<br />1
<br />4
<br />Scale = 1:67.7
<br />Plate Offsets (X, Y):
<br />[3:0-2-12,0-2-8], [9:Edge,0-2-10], [9:0-0-4,0-2-4], [17:0-2-8,0-3-0], [33:0-2-0,0-2-4], [36:0-2-0,0-2-4], [37:0-2-0,0-0-4], [43:0-0-10,0-1-8], [60:0-2-0,Edge],
<br />[66:0-1-8,0-0-8]
<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 0.65 Vert(LL) -0.02 11-71 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.04 11-71 >999 180
<br />BCLL 0.0*Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 69 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 322 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.1&Btr G *Except* 6-10,6-9:2X4
<br />DF No.2 G
<br />BOT CHORD 2X4 DF No.2 G
<br />WEBS 2X4 DF Std G *Except* 27-3:2X4 DF
<br />No.1&Btr G
<br />OTHERS 2X4 DF Std G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />6-0-0 oc purlins, except end verticals.
<br />Except:
<br />6-0-0 oc bracing: 5-6
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing, Except:
<br />10-0-0 oc bracing:
<br />14-15,13-14,12-13,11-12,9-11.
<br />WEBS 1 Row at midpt 6-27
<br />REACTIONS All bearings 31-9-8.
<br />(lb) - Max Horiz 32=-163 (LC 10)
<br />Max Uplift All uplift 100 (lb) or less at joint(s)
<br />32 except 9=-114 (LC 9), 12=-106
<br />(LC 35), 15=-287 (LC 9), 22=-103
<br />(LC 9), 27=-214 (LC 8)
<br />Max Grav All reactions 250 (lb) or less at joint
<br />(s) 12, 13, 14, 16, 18, 19, 20, 21,
<br />23, 24, 25, 26, 28, 29, 30, 31
<br />except 9=434 (LC 39), 11=254 (LC
<br />35), 15=789 (LC 1), 22=428 (LC 1),
<br />27=668 (LC 1), 32=297 (LC 29)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
<br />(lb) or less except when shown.
<br />TOP CHORD 6-22=-333/136, 5-6=-320/93, 7-75=-22/320,
<br />9-77=-301/87, 3-32=-291/61
<br />WEBS 4-27=-581/199, 7-15=-597/239,
<br />8-15=-553/220
<br />NOTES
<br />1) Unbalanced roof live loads have been considered for
<br />this design.
<br />2) Wind: ASCE 7-16; Vult=110mph (3-second gust)
<br />Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat.
<br />II; Exp C; Enclosed; MWFRS (envelope) exterior zone
<br />and C-C Exterior(2E) 0-0-0 to 3-2-2, Interior (1) 3-2-2 to
<br />32-10-1 zone; cantilever left and right exposed ; end
<br />vertical left and right exposed;C-C for members and
<br />forces & MWFRS for reactions shown; Lumber
<br />DOL=1.60 plate grip DOL=1.60
<br />3) Truss designed for wind loads in the plane of the truss
<br />only. For studs exposed to wind (normal to the face),
<br />see Standard Industry Gable End Details as applicable,
<br />or consult qualified building designer as per ANSI/TPI 1.
<br />4) All plates are 1x4 MT20 unless otherwise indicated.
<br />5) Gable studs spaced at 1-4-0 oc.
<br />6) This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />7) * 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, with BCDL = 10.0psf.
<br />8) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />9) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 100 lb uplift at joint
<br />(s) 32 except (jt=lb) 22=103, 27=214, 15=286, 9=113,
<br />12=105, 9=113.
<br />10) This truss has been designed for a moving concentrated
<br />load of 250.0lb live located at all mid panels and at all
<br />panel points along the Top Chord, nonconcurrent with
<br />any other live loads.
<br />11) No notches allowed in overhang and 10000 from left end
<br />and 10000 from right end or 12" along rake from scarf,
<br />whichever is larger. Minimum 1.5x4 tie plates required
<br />at 2-0-0 o.c. maximum between the stacking chords.
<br />For edge-wise notching, provide at least one tie plate
<br />between each notch.
<br />LOAD CASE(S) Standard
<br />Job Truss Truss Type Qty Ply 601 -603 W 10th St
<br />A01 Roof Special Structural Gable 2 1250894-Duplex Job Reference (optional)
<br />Stone Truss, Inc., Oceanside, CA - 92054,Run: 8.73 E Aug 13 2025 Print: 8.730 E Aug 13 2025 MiTek Industries, Inc. Thu Nov 06 16:41:20 Page: 1
<br />ID:DjeYHZ84gxubhLGF4KD_UdyMbIM-uf_AGnfjBFOtJsMgSdSQF6GlqJjZZ_6u_t?5ukyLplE
<br />November 6,2025
|