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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 />A01
<br />Truss Type
<br />MONOPITCH
<br />Qty
<br />1
<br />Ply
<br />2
<br />Raising Cane's #C1032
<br />Job Reference (optional)
<br />R89895389
<br />8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:51:00 2025 Page 1 Precision Truss, Citrus Heights, CA
<br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-o9_qmK?act2jSoD2gJpBd_aHdh_85QJsLruCX5yjuKP
<br />Scale = 1:52.5
<br />12 3 4 5 6 7
<br />14 13 12 11 10 9 8
<br />15
<br />16 17 18
<br />19
<br />20 21
<br />22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
<br />5x12 M18AHS
<br />4x4
<br />5x10
<br />5x8 8x8
<br />3x10
<br />6x6
<br />8x8
<br />3x4
<br />3x4 3x12
<br />4x10
<br />LUS24
<br />LUS24 LUS24
<br />LUS24
<br />LUS24 LUS24
<br />LUS24
<br />LUS24 LUS24
<br />LUS24
<br />LUS24 LUS24
<br />LUS24
<br />LUS24 MUS26
<br />6-3-9
<br />6-3-9
<br />12-3-10
<br />6-0-0
<br />18-3-10
<br />6-0-0
<br />24-3-11
<br />6-0-0
<br />30-7-4
<br />6-3-9
<br />6-3-9
<br />6-3-9
<br />12-3-10
<br />6-0-0
<br />18-3-10
<br />6-0-0
<br />24-3-11
<br />6-0-0
<br />30-7-4
<br />6-3-9
<br />2-
<br />9
<br />-
<br />1
<br />2
<br />2-
<br />4
<br />-
<br />3
<br />7-
<br />0
<br />-
<br />8
<br />3-
<br />5
<br />-
<br />4
<br />0.25 12
<br />Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:0-3-9,0-2-0], [10:0-4-0,0-5-4]
<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 />NO
<br />IBC2021/TPI2014
<br />CSI.
<br />TC
<br />BC
<br />WB
<br />Matrix-MS
<br />0.32
<br />0.44
<br />0.64
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in
<br />-0.13
<br />-0.40
<br />0.07
<br />0.16
<br />(loc)
<br />10-11
<br />10-11
<br />8
<br />10-11
<br />l/defl
<br />>999
<br />>899
<br />n/a
<br />>999
<br />L/d
<br />360
<br />240
<br />n/a
<br />240
<br />PLATES
<br />MT20
<br />M18AHS
<br />Weight: 407 lb FT = 20%
<br />GRIP
<br />220/195
<br />169/162
<br />LUMBER-
<br />TOP CHORD 2x6 DF No.2 G
<br />BOT CHORD 2x6 DF No.2 G
<br />WEBS 2x4 DF Std G *Except*
<br />8-15: 2x6 DF No.2 G, 6-10,7-9: 2x4 DF No.1&Btr G
<br />BRACING-
<br />TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
<br />except end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br />REACTIONS.(lb/size)13=1919/0-2-11, 8=1882/0-5-8
<br />Max Horz 13=193(LC 11)
<br />Max Uplift 13=-401(LC 8), 8=-1182(LC 12)
<br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-13=-466/92, 3-17=-3808/1503, 4-17=-3804/1503, 4-18=-5354/2329, 18-19=-5349/2329,
<br />5-19=-5349/2329, 5-20=-5094/2531, 6-20=-5089/2532, 6-21=-3319/2376,
<br />7-21=-3315/2377, 7-8=-1722/1078
<br />BOT CHORD 13-22=-1692/3803, 22-23=-1692/3803, 23-24=-1692/3803, 12-24=-1692/3803,
<br />12-25=-2321/5336, 25-26=-2321/5336, 26-27=-2321/5336, 11-27=-2321/5336,
<br />11-28=-2364/5117, 28-29=-2364/5117, 29-30=-2364/5117, 10-30=-2364/5117,
<br />10-31=-2116/3314, 31-32=-2116/3314, 32-33=-2116/3314, 9-33=-2116/3314
<br />WEBS 3-13=-3981/1593, 3-12=-398/1008, 4-12=-1676/887, 4-11=-211/355, 5-11=-169/494,
<br />5-10=-528/175, 6-10=-360/1973, 6-9=-1246/265, 7-9=-2242/3574
<br />NOTES-(17)
<br />1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
<br />Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
<br />Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
<br />Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
<br />2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
<br />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />3) Unbalanced roof live loads have been considered for this design.
<br />4) 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) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left
<br />and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
<br />DOL=1.33 plate grip DOL=1.33
<br />5) Provide adequate drainage to prevent water ponding.
<br />6) All plates are MT20 plates unless otherwise indicated.
<br />7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />8) * 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 />9) A plate rating reduction of 20% has been applied for the green lumber members.
<br />10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13.
<br />11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 13 and 1182 lb
<br />uplift at joint 8.
<br />Continued on page 2
<br />I am got everything you said. let me know if something is still missing
<br />August 27,2025
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