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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 />412
<br />3612
<br />=5x6 =1x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />=1.5x4
<br />=6x8
<br />=3x6
<br />=5x8
<br />=3x4
<br />=3x4
<br />=3x4
<br />=1x4 =5x6
<br />1
<br />17 16
<br />15
<br />14 13 12
<br />2 112435
<br />25 26 34
<br />3 10
<br />27 33
<br />4 9
<br />28 3229583130
<br />7
<br />6
<br />1-0-0
<br />-1-0-0
<br />0-10-12
<br />14-4-8
<br />2-10-8
<br />17-3-0
<br />3-6-2
<br />13-5-12
<br />4-6-15
<br />9-11-9
<br />4-7-6
<br />21-10-6
<br />4-7-15
<br />26-6-5
<br />5-4-11
<br />5-4-11
<br />5-5-11
<br />32-0-0
<br />2-8-12
<br />17-3-0
<br />4-6-11
<br />14-6-4
<br />4-6-15
<br />9-11-9
<br />4-7-6
<br />21-10-6
<br />4-7-15
<br />26-6-5
<br />5-4-11
<br />5-4-11
<br />5-5-11
<br />32-0-0
<br />6-
<br />9
<br />-
<br />1
<br />2
<br />0-
<br />3
<br />-
<br />1
<br />5
<br />1-
<br />4
<br />-
<br />9
<br />5-
<br />1
<br />-
<br />7
<br />5-
<br />1
<br />-
<br />7
<br />1-
<br />4
<br />-
<br />9
<br />6-
<br />6
<br />-
<br />0
<br />Scale = 1:58.7
<br />Plate Offsets (X, Y):[2:0-3-3,Edge], [5:0-5-8,0-1-0], [11:0-3-3,Edge], [14:0-4-0,0-3-0]
<br />Loading (psf)Spacing 2-3-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
<br />TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.20 14-15 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.76 13-14 >502 180
<br />BCLL 0.0*Rep Stress Incr NO WB 0.51 Horz(CT) 0.23 11 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 156 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.1&Btr G *Except* 6-11:2X4 DF
<br />No.2 G
<br />BOT CHORD 2X4 DF No.1&Btr G
<br />WEBS 2X4 DF Std G
<br />BRACING
<br />TOP CHORD 2-0-0 oc purlins (2-5-6 max.), except end
<br />verticals
<br />(Switched from sheeted: Spacing > 2-0-0).
<br />BOT CHORD Rigid ceiling directly applied or 8-4-1 oc
<br />bracing.
<br />REACTIONS (lb/size) 2=1764/0-3-8, 11=1672/0-3-8
<br />Max Horiz 2=-130 (LC 9)
<br />Max Uplift 2=-239 (LC 8), 11=-189 (LC 9)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
<br />(lb) or less except when shown.
<br />TOP CHORD 2-24=-1588/269, 2-24=-1569/271,
<br />2-25=-4429/795, 25-26=-4387/799,
<br />3-26=-4383/809, 3-27=-3746/752,
<br />4-27=-3688/763, 4-28=-3004/691,
<br />28-29=-2938/693, 5-29=-2918/698,
<br />8-32=-2880/580, 9-32=-2941/570,
<br />9-33=-3648/639, 10-33=-3708/629,
<br />10-34=-4384/710, 11-34=-4433/699,
<br />11-35=-1537/238, 11-35=-1553/237,
<br />5-15=-53/616
<br />BOT CHORD 2-17=-651/4162, 16-17=-651/4162,
<br />15-16=-548/3502, 14-15=-424/2789,
<br />13-14=-488/3462, 12-13=-619/4166,
<br />11-12=-619/4166
<br />WEBS 8-14=-152/707, 4-16=0/423, 3-16=-746/143,
<br />4-15=-888/182, 5-8=-2700/632, 9-13=0/453,
<br />9-14=-910/166, 10-13=-771/158
<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) -1-0-9 to 2-1-14, Interior (1) 2-1-14
<br />to 14-6-4, Exterior(2E) 13-5-3 to 16-7-9, Interior (1)
<br />16-7-9 to 32-0-0 zone; cantilever left and right exposed ;
<br />end 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) This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />4) * 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 />5) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />6) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 189 lb uplift at joint
<br />11 and 239 lb uplift at joint 2.
<br />7) 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 />8) Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />LOAD CASE(S) Standard
<br />Job Truss Truss Type Qty Ply 1002 - 1004 N Van Ness Ave
<br />R91123178
<br />A04 Roof Special 2 1250894-ADU 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 16:54:05 Page: 1
<br />ID:3y4?aRvdiVSX2qfA69yelvyNsSo-T0Gl1iwCobvBDawuKVC3Ie_dQ51D1PFe72ZdnKyLpZG
<br />November 6,2025
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