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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 />Job
<br />25-0691-001
<br />Truss
<br />C02
<br />Truss Type
<br />MONOPITCH GIRDER
<br />Qty
<br />1
<br />Ply
<br />1
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895420
<br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:29 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-QvkWDJFJFXxZE8HlwJ8G0iE7x7kUd1NSCBYxU?yjuGC
<br />Scale = 1:43.2
<br />1 2 3 4 5 6 7 8
<br />16 15 14 13 12 11 10
<br />9
<br />18 17
<br />19
<br />20 21 22 23 24 25 26 27 28
<br />29 30 31 32 33 34
<br />353x4
<br />3x4
<br />3x8 5x8 3x12
<br />8x8
<br />3x6
<br />3x4
<br />3x4
<br />3x4 3x6
<br />4x10
<br />5x12
<br />2x4
<br />2x4
<br />2-0-0
<br />2-0-0
<br />5-2-1
<br />3-2-1
<br />10-0-9
<br />4-10-8
<br />14-11-1
<br />4-10-8
<br />19-9-9
<br />4-10-8
<br />24-11-10
<br />5-2-1
<br />0-5-10
<br />0-5-10
<br />2-0-0
<br />1-6-6
<br />5-2-1
<br />3-2-1
<br />10-0-9
<br />4-10-8
<br />14-11-1
<br />4-10-8
<br />19-9-9
<br />4-10-8
<br />24-11-10
<br />5-2-1
<br />1-
<br />3
<br />-
<br />1
<br />0
<br />7-
<br />0
<br />-
<br />8
<br />2-
<br />4
<br />-
<br />2
<br />2-
<br />9
<br />-
<br />1
<br />2
<br />1-
<br />0
<br />-
<br />0
<br />0.25 12
<br />Plate Offsets (X,Y)-- [3:0-2-0,0-4-8], [11:0-4-0,0-3-0], [14:0-3-9,0-1-8], [17:0-4-8,0-3-0]
<br />LOADING (psf)
<br />TCLL
<br />TCDL
<br />BCLL
<br />BCDL
<br />20.0
<br />15.0
<br />0.0 *
<br />10.0
<br />SPACING-
<br />Plate Grip DOL
<br />Lumber DOL
<br />Rep Stress Incr
<br />Code
<br />2-0-0
<br />1.25
<br />1.25
<br />YES
<br />IBC2021/TPI2014
<br />CSI.
<br />TC
<br />BC
<br />WB
<br />Matrix-MS
<br />0.88
<br />0.67
<br />0.80
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.16
<br />-0.58
<br />0.08
<br />0.10
<br />(loc)
<br />16
<br />12-13
<br />10
<br />12-13
<br />l/defl
<br />>999
<br />>511
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />Weight: 155 lb FT = 20%
<br />GRIP
<br />220/195
<br />LUMBER-
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x4 DF No.1&Btr G
<br />WEBS 2x4 DF Std G *Except*
<br />14-17: 2x4 DF No.1&Btr G
<br />OTHERS 2x6 DF No.2 G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing.
<br />WEBS 1 Row at midpt 6-10
<br />REACTIONS.(lb/size)18=1253/0-5-8, 10=1191/0-2-11
<br />Max Horz 18=216(LC 11)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-18=-1208/175, 1-20=-2467/894, 2-20=-2467/894, 2-21=-2340/862, 3-21=-2339/862,
<br />3-22=-3576/409, 22-23=-3571/410, 23-24=-3571/410, 4-24=-3568/412, 4-25=-3309/434,
<br />25-26=-3304/436, 5-26=-3303/437, 5-27=-2130/317, 6-27=-2126/318, 7-10=-432/74
<br />BOT CHORD 14-31=-527/2540, 13-31=-527/2540, 13-32=-470/3570, 12-32=-470/3570,
<br />12-33=-492/3303, 11-33=-492/3303, 11-34=-369/2084, 10-34=-369/2084,
<br />18-35=-816/1330, 17-35=-816/1330
<br />WEBS 14-17=-504/2555, 3-14=-657/194, 3-13=-207/1168, 4-13=-351/140, 4-12=-580/73,
<br />5-12=0/417, 5-11=-1311/136, 6-11=0/735, 6-10=-2249/380, 15-17=0/634, 3-17=-965/656,
<br /> 1-17=-167/1963
<br />NOTES-(10)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;
<br />MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
<br />and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
<br />3) Provide adequate drainage to prevent water ponding.
<br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
<br />will fit between the bottom chord and any other members.
<br />6) A plate rating reduction of 20% has been applied for the green lumber members.
<br />7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.
<br />8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all
<br />panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
<br />9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1.
<br />10) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC.
<br />LOAD CASE(S) Standard
<br />1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
<br />Continued on page 2
<br />VERTICAL SUPPORT OF FREE END
<br />OF CHORD IS REQUIRED.
<br />August 27,2025
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