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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 />=3x4
<br />=4x8
<br />=3x4
<br />=1.5x4
<br />=4x8
<br />=3x4 =3x4
<br />=4x8
<br />=3x6
<br />251
<br />45 44 43 42 41 40 39 38 37 36 35 34 3332 31 30 29 28 27 26
<br />2 245253
<br />74
<br />3 23547342255725215671620577091958691018596811176067126116626613
<br />156514648
<br />637
<br />1-0-0
<br />-1-0-0
<br />1-0-0
<br />33-0-0
<br />0-11-6
<br />14-4-8
<br />13-5-2
<br />13-5-2
<br />17-7-8
<br />32-0-0
<br />14-6-4
<br />14-6-4
<br />17-5-12
<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 />0-
<br />3
<br />-
<br />8
<br />0-
<br />3
<br />-
<br />8
<br />4-
<br />6
<br />-
<br />4
<br />4-
<br />9
<br />-
<br />1
<br />2
<br />0-
<br />3
<br />-
<br />1
<br />1
<br />5-
<br />1
<br />-
<br />7
<br />0-
<br />8
<br />-
<br />2
<br />5-
<br />9
<br />-
<br />9
<br />0-
<br />8
<br />-
<br />1
<br />0
<br />6-
<br />6
<br />-
<br />4
<br />Scale = 1:62.7
<br />Plate Offsets (X, Y):[2:0-1-8,0-2-0], [2:0-4-0,Edge], [13:0-1-12,0-0-8], [18:0-1-12,0-0-8], [24:0-1-8,0-2-0], [24:0-3-12,Edge]
<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 0.29 Vert(LL) n/a - n/a 999 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a - n/a 999
<br />BCLL 0.0*Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 24 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 208 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 />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: 8-13
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
<br />bracing.
<br />REACTIONS (size) 2=32-0-0, 24=32-0-0, 26=32-0-0,
<br />27=32-0-0, 28=32-0-0, 29=32-0-0,
<br />30=32-0-0, 31=32-0-0, 33=32-0-0,
<br />34=32-0-0, 35=32-0-0, 36=32-0-0,
<br />37=32-0-0, 38=32-0-0, 39=32-0-0,
<br />40=32-0-0, 41=32-0-0, 42=32-0-0,
<br />43=32-0-0, 44=32-0-0, 45=32-0-0
<br />Max Horiz 2=-139 (LC 11)
<br />Max Uplift 2=-62 (LC 8), 24=-22 (LC 9),
<br />26=-57 (LC 13), 27=-181 (LC 52),
<br />28=-27 (LC 13), 29=-23 (LC 9),
<br />30=-23 (LC 13), 31=-23 (LC 9),
<br />33=-24 (LC 13), 34=-23 (LC 9),
<br />35=-24 (LC 13), 36=-7 (LC 9),
<br />37=-54 (LC 8), 38=-31 (LC 8),
<br />39=-22 (LC 12), 40=-23 (LC 8),
<br />41=-23 (LC 12), 42=-22 (LC 8),
<br />43=-29 (LC 12), 44=-147 (LC 32),
<br />45=-68 (LC 12)
<br />Max Grav 2=410 (LC 53), 24=382 (LC 73),
<br />26=521 (LC 52), 27=217 (LC 71),
<br />28=319 (LC 70), 29=291 (LC 69),
<br />30=293 (LC 68), 31=290 (LC 67),
<br />33=285 (LC 66), 34=285 (LC 65),
<br />35=283 (LC 64), 36=267 (LC 63),
<br />37=355 (LC 41), 38=309 (LC 62),
<br />39=285 (LC 61), 40=291 (LC 60),
<br />41=294 (LC 59), 42=292 (LC 58),
<br />43=318 (LC 57), 44=230 (LC 56),
<br />45=478 (LC 32)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/24, 2-3=-147/57, 3-4=-119/39,
<br />4-5=-109/42, 5-6=-91/39, 6-9=-75/41,
<br />9-10=-58/42, 10-11=-50/43, 11-12=-49/47,
<br />12-13=-53/52, 13-37=-328/236,
<br />8-13=-178/231, 7-8=-42/0, 8-14=-63/43,
<br />14-15=-53/44, 15-16=-70/43, 16-17=-86/43,
<br />17-18=-102/42, 18-19=-118/41,
<br />19-20=-134/40, 20-21=-150/44,
<br />21-22=-167/53, 22-23=-175/48,
<br />23-24=-206/71, 24-25=0/24
<br />BOT CHORD 2-45=-73/220, 44-45=-78/223,
<br />43-44=-78/224, 42-43=-79/225,
<br />41-42=-80/226, 40-41=-81/226,
<br />39-40=-81/227, 38-39=-82/227,
<br />37-38=-82/228, 36-37=-85/236,
<br />35-36=-85/237, 34-35=-85/236,
<br />33-34=-84/236, 31-33=-84/235,
<br />30-31=-83/235, 29-30=-83/234,
<br />28-29=-82/234, 27-28=-81/233,
<br />26-27=-81/233, 24-26=-76/229
<br />WEBS 12-38=-280/50, 11-39=-259/38,
<br />10-40=-264/39, 9-41=-267/39, 6-42=-269/38,
<br />5-43=-280/44, 4-44=-244/16, 3-45=-356/80,
<br />14-36=-242/21, 15-35=-256/41,
<br />16-34=-258/39, 17-33=-260/39,
<br />18-31=-263/39, 19-30=-266/39,
<br />20-29=-267/38, 21-28=-281/45,
<br />22-27=-232/127, 23-26=-374/92
<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 Corner(3E) -1-0-9 to 2-1-14, Exterior(2N)
<br />2-1-14 to 14-6-4, Corner(3E) 13-4-9 to 16-6-15, Exterior
<br />(2N) 16-6-15 to 33-0-9 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 />Job Truss Truss Type Qty Ply 1002 - 1004 N Van Ness Ave
<br />R91123175
<br />A01G Roof Special Supported Gable 2 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 18:58:06 Page: 1
<br />ID:sflu8qb4aYTR8E9FURxmNTyNsyA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />Continued on page 2
<br />November 6,2025
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