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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 />=1.5x4
<br />=4x5
<br />=5x8
<br />=4x4
<br />=4x8
<br />=1.5x4
<br />=5x5
<br />=5x5
<br />=3x4
<br />=3x4
<br />=1x4 =4x6
<br />1015
<br />14 29
<br />13
<br />12 11
<br />928
<br />27
<br />26
<br />8
<br />25
<br />1 72
<br />19 24202363
<br />21 22
<br />4 5
<br />0-1-2
<br />19-1-0
<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 />5-10-13
<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 />5-11-15
<br />24-11-13
<br />6-1-11
<br />18-11-15
<br />6-2-8
<br />12-10-4
<br />6-7-12
<br />6-7-12
<br />6-9-11
<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 />6-
<br />7
<br />-
<br />2
<br />6-
<br />7
<br />-
<br />2
<br />2-
<br />9
<br />-
<br />1
<br />3
<br />9-
<br />4
<br />-
<br />1
<br />4
<br />Scale = 1:67.6
<br />Plate Offsets (X, Y):[6:0-5-12,0-2-0], [7:0-1-12,0-3-0], [13:0-2-4,0-3-0]
<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 0.84 Vert(LL) -0.17 12-13 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.56 12-13 >677 180
<br />BCLL 0.0*Rep Stress Incr YES WB 0.81 Horz(CT) 0.15 9 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 175 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.1&Btr G
<br />BOT CHORD 2X4 DF No.2 G *Except* 13-9:2X4 DF
<br />No.1&Btr G
<br />WEBS 2X4 DF Std G *Except* 14-2:2X4 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or
<br />2-2-0 oc purlins, except end verticals.
<br />Except:
<br />6-0-0 oc bracing: 4-6
<br />BOT CHORD Rigid ceiling directly applied or 8-8-7 oc
<br />bracing.
<br />WEBS 1 Row at midpt 3-6, 6-14, 7-13
<br />REACTIONS (size) 9=0-3-8, 15=0-3-8
<br />Max Horiz 15=-143 (LC 10)
<br />Max Uplift 9=-256 (LC 9), 15=-193 (LC 8)
<br />Max Grav 9=1628 (LC 2), 15=1653 (LC 2)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/27, 2-3=-1572/226, 3-4=-132/51,
<br />4-5=-26/0, 6-13=-42/879, 4-6=-365/213,
<br />6-8=-3426/616, 8-9=-4491/710, 9-10=0/24,
<br />2-15=-1773/339
<br />BOT CHORD 14-15=-199/97, 12-14=-430/3150,
<br />11-12=-594/4214, 9-11=-594/4214
<br />WEBS 3-14=-144/177, 3-6=-1502/392,
<br />6-14=-1052/256, 7-13=-1199/174,
<br />2-14=-238/1795, 7-12=0/648,
<br />8-12=-1151/211, 8-11=0/255
<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 2-1-10, Interior (1) 2-1-10
<br />to 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) 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, with BCDL = 10.0psf.
<br />5) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />6) Bearings are assumed to be: Joint 15 DF No.2 , Joint 9
<br />DF No.1&Btr .
<br />7) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 193 lb uplift at joint
<br />15 and 256 lb uplift at joint 9.
<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 601 -603 W 10th St
<br />R91123156
<br />A02 Roof Special 2 1250894-Duplex 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 18:57:44 Page: 1
<br />ID:uw33nMjFpBO0uTnQFL4jIFyMbGJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />November 6,2025
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