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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 />= 3x8
<br />=1.5x4
<br />=3x4
<br />=3x4
<br />=6x8
<br />=4x8 =3x10
<br />=1.5x4 =6x8
<br />=3x4
<br />=3x4
<br />=1.5x4
<br />=3x8
<br />111
<br />17 16 15 14 13 12
<br />102
<br />3324
<br />3 9
<br />25 32426 27 28 6 29 30 31 7
<br />5 8
<br />1-0-0
<br />-1-0-0
<br />1-0-0
<br />27-11-4
<br />3-5-15
<br />13-5-10
<br />3-5-15
<br />16-11-9
<br />4-2-4
<br />4-2-4
<br />4-2-4
<br />26-11-4
<br />5-9-7
<br />22-9-0
<br />5-9-7
<br />9-11-11
<br />3-2-12
<br />7-5-0
<br />3-2-12
<br />22-9-0
<br />4-2-4
<br />4-2-4
<br />4-2-4
<br />26-11-4
<br />6-0-10
<br />13-5-10
<br />6-0-10
<br />19-6-4
<br />3-
<br />1
<br />1
<br />-
<br />9
<br />0-
<br />3
<br />-
<br />1
<br />5
<br />0-
<br />1
<br />1
<br />-
<br />9
<br />2-
<br />8
<br />-
<br />4
<br />
<br />2-
<br />8
<br />-
<br />4
<br />0-
<br />1
<br />1
<br />-
<br />9
<br />3-
<br />7
<br />-
<br />1
<br />3
<br />Scale = 1:52.3
<br />Plate Offsets (X, Y): [4:0-3-13,0-2-7], [7:0-3-13,0-2-7]
<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 0.61 Vert(LL) -0.18 14 >999 360 MT20 220/195
<br />TCDL 18.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.75 13-14 >431 240
<br />BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(CT) 0.17 10 n/a n/a
<br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.25 14-16 >999 240 Weight: 121 lb FT = 20%
<br />LUMBER
<br />TOP CHORD 2X4 DF No.1&Btr G
<br />BOT CHORD 2X4 DF No.1&Btr G
<br />WEBS 2X4 DF Std G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied,
<br />except
<br />2-0-0 oc purlins (3-0-0 max.): 4-7.
<br />BOT CHORD Rigid ceiling directly applied.
<br />REACTIONS (size) 2=0-5-8, 10=0-5-8
<br />Max Horiz 2=-56 (LC 10)
<br />Max Uplift 2=-300 (LC 12), 10=-300 (LC 12)
<br />Max Grav 2=1459 (LC 1), 10=1459 (LC 1)
<br />FORCES (lb) - Maximum Compression/Maximum
<br />Tension
<br />TOP CHORD 1-2=0/25, 2-3=-3603/1540, 3-4=-3462/1775,
<br />4-5=-68/0, 4-6=-4034/1905, 6-7=-4034/1905,
<br />7-8=-68/0, 7-9=-3462/1776,
<br />9-10=-3603/1542, 10-11=0/25
<br />BOT CHORD 2-17=-1503/3383, 16-17=-1503/3383,
<br />14-16=-1762/3313, 13-14=-1624/3313,
<br />12-13=-1366/3383, 10-12=-1366/3383
<br />WEBS 4-16=0/240, 4-14=-519/959, 6-14=-470/261,
<br />7-14=-520/959, 7-13=0/240, 3-16=-273/67,
<br />3-17=0/96, 9-13=-271/67, 9-12=0/96
<br />NOTES
<br />1) Unbalanced roof live loads have been considered for
<br />this design.
<br />2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
<br />Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft;
<br />B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed;
<br />MWFRS (directional) and C-C Exterior(2E) -1-0-9 to
<br />1-11-7, Interior (1) 1-11-7 to 9-11-11, Exterior(2R) 7-6-12
<br />to 10-6-12, Interior (1) 10-6-12 to 19-4-8, Exterior(2R)
<br />16-11-9 to 19-11-9, Interior (1) 19-11-9 to 27-11-13 zone;
<br />cantilever left and right exposed ; end vertical left and
<br />right exposed;C-C for members and forces & MWFRS
<br />for reactions shown; Lumber DOL=1.60 plate grip
<br />DOL=1.60
<br />3) Provide adequate drainage to prevent water ponding.
<br />4) This truss has been designed for a 10.0 psf bottom
<br />chord live load nonconcurrent with any other live loads.
<br />5) * 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 />6) A plate rating reduction of 20% has been applied for the
<br />green lumber members.
<br />7) All bearings are assumed to be DF No.1&Btr .
<br />8) Provide mechanical connection (by others) of truss to
<br />bearing plate capable of withstanding 300 lb uplift at joint
<br />2 and 300 lb uplift at joint 10.
<br />9) This truss design requires that a minimum of 7/16"
<br />structural wood sheathing be applied directly to the top
<br />chord and 1/2" gypsum sheetrock be applied directly to
<br />the bottom chord.
<br />10) Graphical purlin representation does not depict the size
<br />or the orientation of the purlin along the top and/or
<br />bottom chord.
<br />LOAD CASE(S) Standard
<br />Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU
<br />R87778792
<br />A4 California 1 1250065-A Job Reference (optional)
<br />World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:22 Page: 1
<br />ID:TV1B9Fnf0UuiEUBIut4HXhznW39-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f
<br />April 21,2025
<br />1512 N Baker St & Unit # 2-Truss
<br />Drawings
<br />5/8/2025
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