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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 />4
<br />12
<br />3612
<br />=4x6 =1x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />=2x4
<br />=4x10
<br />=3x5
<br />=5x8
<br />=3x4
<br />=3x4
<br />=3x4
<br />=1x4 =4x6
<br />1
<br />17 16
<br />15
<br />14 13 12
<br />2 113524
<br />25 26 34
<br />3 10
<br />27 33
<br />4 9
<br />28 3229
<br />5 83130
<br />7
<br />6
<br />1-0-0
<br />-1-0-0
<br />0-11-6
<br />14-4-8
<br />2-10-8
<br />17-3-0
<br />3-5-8
<br />13-5-2
<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 />1
<br />0
<br />-
<br />0
<br />0-
<br />3
<br />-
<br />1
<br />5
<br />1-
<br />4
<br />-
<br />1
<br />3
<br />5-
<br />1
<br />-
<br />7
<br />5-
<br />1
<br />-
<br />7
<br />1-
<br />4
<br />-
<br />1
<br />3
<br />6-
<br />6
<br />-
<br />4
<br />Scale = 1:58.7
<br />Plate Offsets (X, Y):[5:0-5-8,0-4-0], [14:0-4-0,0-3-0]
<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 0.52 Vert(LL) -0.20 14-15 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.74 13-14 >522 180
<br />BCLL 0.0*Rep Stress Incr YES WB 0.46 Horz(CT) 0.23 11 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MS Weight: 156 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.2 G
<br />BOT CHORD 2X4 DF No.2 G
<br />WEBS 2X4 DF Std G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />2-8-9 oc purlins, except end verticals.
<br />Except:
<br />6-0-0 oc bracing: 5-7
<br />BOT CHORD Rigid ceiling directly applied or 8-2-9 oc
<br />bracing.
<br />REACTIONS (size) 2=0-3-8, 11=0-3-8
<br />Max Horiz 2=-116 (LC 9)
<br />Max Uplift 2=-213 (LC 8), 11=-168 (LC 9)
<br />Max Grav 2=1569 (LC 1), 11=1487 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/24, 2-3=-3971/730, 3-4=-3357/688,
<br />4-5=-2707/636, 5-15=-42/541, 5-7=-179/189,
<br />6-7=-26/0, 7-8=-159/52, 8-9=-2679/522,
<br />9-10=-3359/574, 10-11=-4000/637
<br />BOT CHORD 2-17=-588/3763, 16-17=-588/3763,
<br />15-16=-495/3154, 13-15=-440/3116,
<br />12-13=-556/3755, 11-12=-556/3755
<br />WEBS 8-14=-143/656, 4-15=-783/153, 3-17=0/191,
<br />3-16=-704/130, 4-16=0/375, 5-8=-2466/616,
<br />5-14=-225/111, 9-14=-825/148, 9-13=0/402,
<br />10-13=-723/140, 10-12=0/193
<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) 13-4-9 to 16-6-15, Interior (1)
<br />16-6-15 to 32-0-0 zone; cantilever left and right
<br />exposed ; end vertical left and right exposed;C-C for
<br />members and forces & MWFRS for reactions shown;
<br />Lumber 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) All bearings are assumed to be DF No.2 .
<br />7) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 168 lb uplift at joint
<br />11 and 213 lb uplift at joint 2.
<br />8) 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 />LOAD CASE(S) Standard
<br />Job Truss Truss Type Qty Ply 1002 - 1004 N Van Ness Ave
<br />R91123179
<br />A05 Roof Special 8 1250894-ADU Job Reference (optional)
<br />Stone Truss, Inc., Oceanside, CA - 92054,Run: 8.73 S Aug 13 2025 Print: 8.730 S Aug 13 2025 MiTek Industries, Inc. Wed Nov 05 18:58:08 Page: 1
<br />ID:tea72cvFlC9ZFhTo?AOGgjyNsNd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />November 6,2025
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