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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 />=3x5
<br />=3x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />=1.5x4
<br />=4x8
<br />=1.5x4
<br />=1.5x4
<br />=3x4
<br />=5x8
<br />=3x4
<br />=3x4
<br />=3x4
<br />=3x4
<br />1
<br />29 28 27 26 25 24 23 22 21 20 19 18 17 1615 14 13 12
<br />2 117564
<br />65 66 74
<br />3 10
<br />67 73
<br />4 9
<br />68 7269
<br />5 87170
<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):[2:0-2-8,Edge], [5:0-5-8,0-4-0], [11:0-2-0,Edge], [19:0-4-0,0-3-0], [39:0-1-12,0-0-8], [55:0-1-12,0-0-8]
<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 0.42 Vert(LL) n/a - n/a 999 MT20 220/195
<br />TCDL 16.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a - n/a 999
<br />BCLL 0.0*Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 11 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 211 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: 5-7
<br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
<br />bracing.
<br />REACTIONS (size) 2=32-0-0, 11=32-0-0, 12=32-0-0,
<br />13=32-0-0, 14=32-0-0, 15=32-0-0,
<br />16=32-0-0, 17=32-0-0, 18=32-0-0,
<br />19=32-0-0, 20=32-0-0, 21=32-0-0,
<br />22=32-0-0, 23=32-0-0, 24=32-0-0,
<br />25=32-0-0, 26=32-0-0, 27=32-0-0,
<br />28=32-0-0, 29=32-0-0
<br />Max Horiz 2=-116 (LC 11)
<br />Max Uplift 2=-66 (LC 8), 11=-31 (LC 13),
<br />12=-3 (LC 9), 13=-90 (LC 13),
<br />15=-50 (LC 13), 16=-41 (LC 3),
<br />19=-131 (LC 13), 21=-66 (LC 8),
<br />24=-17 (LC 3), 25=-79 (LC 8),
<br />27=-114 (LC 12), 28=-89 (LC 32),
<br />29=-34 (LC 12)
<br />Max Grav 2=366 (LC 41), 11=353 (LC 49),
<br />12=254 (LC 39), 13=340 (LC 47),
<br />14=140 (LC 3), 15=393 (LC 46),
<br />16=-13 (LC 12), 17=59 (LC 3),
<br />18=61 (LC 3), 19=440 (LC 1),
<br />20=62 (LC 3), 21=270 (LC 35),
<br />22=46 (LC 3), 23=64 (LC 3), 24=-5
<br />(LC 12), 25=405 (LC 44), 26=111
<br />(LC 3), 27=403 (LC 43), 28=42 (LC
<br />12), 29=293 (LC 32)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/24, 2-3=-154/103, 3-4=-103/120,
<br />4-5=-73/139, 6-7=-26/0, 7-8=-63/46,
<br />8-9=-44/104, 9-10=-77/53, 10-11=-201/31,
<br />5-21=-241/127, 5-7=-179/190
<br />BOT CHORD 2-29=-17/129, 28-29=-17/77, 27-28=-17/77,
<br />26-27=-17/77, 25-26=-17/77, 24-25=-15/95,
<br />23-24=-15/95, 22-23=-15/95, 21-22=-15/95,
<br />20-21=-51/130, 18-20=-51/130,
<br />17-18=-25/76, 16-17=-25/76, 15-16=-25/76,
<br />14-15=0/47, 13-14=0/47, 12-13=0/47,
<br />11-12=-18/186
<br />WEBS 8-19=-371/79, 4-25=-346/106,
<br />3-27=-381/116, 3-25=-27/41, 4-21=-78/53,
<br />5-19=-145/86, 5-8=-27/105, 9-15=-318/79,
<br />9-19=-92/84, 10-13=-388/112, 10-15=-49/58
<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) 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 1x4 MT20 unless otherwise indicated.
<br />5) Gable requires continuous bottom chord bearing.
<br />6) Gable studs spaced at 1-4-0 oc.
<br />7) This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />8) * 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 />9) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />10) All bearings are assumed to be DF No.2 .
<br />11) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 31 lb uplift at joint
<br />11, 66 lb uplift at joint 2, 66 lb uplift at joint 21, 131 lb
<br />uplift at joint 19, 79 lb uplift at joint 25, 114 lb uplift at
<br />joint 27, 50 lb uplift at joint 15, 90 lb uplift at joint 13, 17
<br />lb uplift at joint 24, 89 lb uplift at joint 28, 34 lb uplift at
<br />joint 29, 41 lb uplift at joint 16, 3 lb uplift at joint 12, 31 lb
<br />uplift at joint 11 and 66 lb uplift at joint 2.
<br />12) 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 />R91123180
<br />A06 Roof Special Structural 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 18:58:08 Page: 1
<br />ID:z2rLaJmHAju4ZzV8qkdcEUyNsJx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />November 6,2025
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