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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 />=4x5 =3x5
<br />=5x5
<br />=3x8
<br />=5x5
<br />=3x5 =5x12
<br />=3x4
<br />=5x5
<br />=5x5
<br />=3x5 =4x5
<br />1 12
<br />314140 39 38 37 36 35 34 33 32 30 29 2811127 26
<br />25
<br />24 23 22 21 20 19 18 17 16 15 14 13
<br />112110100
<br />101 109102
<br />103
<br />108103
<br />94
<br />10710410685
<br />105
<br />6 7
<br />0-1-2
<br />32-4-8
<br />0-1-2
<br />13-6-10
<br />1-0-0
<br />46-1-0
<br />2-0-0
<br />-2-0-0
<br />0-11-6
<br />27-2-14
<br />5-10-13
<br />38-3-5
<br />6-4-7
<br />26-3-8
<br />6-4-7
<br />19-11-1
<br />6-3-5
<br />13-5-8
<br />6-9-11
<br />45-1-0
<br />5-0-9
<br />32-3-7
<br />7-2-3
<br />7-2-3
<br />8-4-3
<br />26-1-12
<br />8-5-15
<br />17-9-9
<br />9-1-10
<br />35-3-6
<br />9-3-11
<br />9-3-11
<br />9-9-10
<br />45-1-0
<br />10
<br />-
<br />0
<br />-
<br />1
<br />0
<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 = 1:83.4
<br />Plate Offsets (X, Y):[4:0-2-8,0-3-0], [9:0-2-8,0-3-0], [25:0-2-8,0-3-0], [30:0-2-8,0-3-0], [43:0-1-8,0-1-0], [46:0-1-8,0-1-0], [48:0-1-8,0-1-0], [90:0-1-3,0-1-0]
<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 0.86 Vert(LL) -0.03 41-96 >999 240 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 41-96 >945 180
<br />BCLL 0.0*Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 11 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 360 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.1&Btr G *Except* 8-9,9-12:2X4
<br />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 />2-2-0 oc purlins, except end verticals.
<br />Except:
<br />6-0-0 oc bracing: 6-8
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size) 2=45-1-0, 11=0-3-8, 13=45-1-0,
<br />14=45-1-0, 15=45-1-0, 16=45-1-0,
<br />17=45-1-0, 18=45-1-0, 19=45-1-0,
<br />20=45-1-0, 21=45-1-0, 22=45-1-0,
<br />23=45-1-0, 24=45-1-0, 25=45-1-0,
<br />26=45-1-0, 27=45-1-0, 28=45-1-0,
<br />29=45-1-0, 32=45-1-0, 33=45-1-0,
<br />34=45-1-0, 35=45-1-0, 36=45-1-0,
<br />37=45-1-0, 38=45-1-0, 39=45-1-0,
<br />40=45-1-0, 41=45-1-0
<br />Max Horiz 2=316 (LC 12)
<br />Max Uplift 2=-119 (LC 8), 11=-98 (LC 9),
<br />13=-47 (LC 13), 14=-136 (LC 39),
<br />18=-278 (LC 9), 25=-223 (LC 12),
<br />28=-69 (LC 1), 32=-28 (LC 8),
<br />33=-58 (LC 1), 37=-314 (LC 8),
<br />40=-138 (LC 32), 41=-16 (LC 12)
<br />Max Grav 2=446 (LC 41), 11=399 (LC 49),
<br />13=369 (LC 39), 14=47 (LC 13),
<br />15=74 (LC 30), 16=46 (LC 3),
<br />17=65 (LC 3), 18=812 (LC 1),
<br />19=41 (LC 3), 20=56 (LC 3), 21=52
<br />(LC 3), 22=54 (LC 3), 23=50 (LC
<br />3), 24=65 (LC 3), 25=851 (LC 1),
<br />26=78 (LC 18), 27=103 (LC 18),
<br />28=18 (LC 8), 29=211 (LC 2),
<br />32=171 (LC 2), 33=43 (LC 8),
<br />34=67 (LC 2), 35=53 (LC 18),
<br />36=41 (LC 3), 37=1049 (LC 27),
<br />38=59 (LC 3), 39=70 (LC 3), 40=37
<br />(LC 12), 41=312 (LC 32)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/47, 2-3=-205/58, 3-5=-461/358,
<br />5-6=-133/59, 6-7=-26/0, 8-25=-806/328,
<br />6-8=-365/212, 8-10=-95/300,
<br />10-11=-313/124, 11-12=0/24
<br />BOT CHORD 2-41=-141/131, 40-41=-141/131,
<br />39-40=-141/131, 38-39=-141/131,
<br />37-38=-141/131, 36-37=-125/287,
<br />35-36=-125/287, 34-35=-125/287,
<br />33-34=-125/287, 32-33=-125/287,
<br />31-32=-125/287, 29-31=-46/95,
<br />28-29=-46/95, 27-28=-46/95, 26-27=-46/95,
<br />24-26=-46/130, 23-24=-40/130,
<br />22-23=-40/130, 21-22=-40/130,
<br />20-21=-40/130, 19-20=-40/130,
<br />18-19=-40/130, 17-18=-43/243,
<br />16-17=-43/243, 15-16=-43/243,
<br />14-15=-43/243, 13-14=-43/243,
<br />11-13=-43/243
<br />WEBS 3-37=-585/230, 4-37=-858/224, 4-31=-93/111,
<br />5-31=-441/159, 5-8=-533/264,
<br />8-31=-190/592, 9-25=-174/52,
<br />9-18=-542/197, 10-18=-612/243
<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) -2-0-9 to 2-5-9, Interior (1) 2-5-9 to
<br />46-1-9 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 2x4 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 />Job Truss Truss Type Qty Ply 601 -603 W 10th St
<br />R91123163
<br />B07 Roof Special Structural Gable 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 18:57:46 Page: 1
<br />ID:UG8LnDG1N?Tnkx8ba_gBQDyMb1Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />Continued on page 2
<br />November 6,2025
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