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Job
<br />Truss
<br />City
<br />PlyT31406303
<br />TTH4755
<br />T1OA
<br />rCrussMType
<br />N
<br />19
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Aug 24 12:31:04 2023 Page 1
<br />I D: tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSg Pqn L8w3u ITXbGKWrC Doi7J4zJC?f
<br />i1-0-Q 7-7-3 14-6-4 21-6-0 28-5-12 35-4-13 43-0-0
<br />7-7-3 6-11-1 6-11-12 6-11-12 6-11-1 7-7-3
<br />5x6 =
<br />5.00 F12
<br />Scale = 1:72.2
<br />3x8 = io ci w -- — — - i< <n co 11 3x8 =
<br />3x4 = 4x6 =
<br />3x4 =
<br />3x4 =
<br />4x6 =
<br />3x4 =
<br />Io
<br />8-11-14 17-3-15
<br />25-8-1
<br />34-0-2 43-0-0
<br />8-11-14 8-4-1
<br />8-4-1
<br />B-4-1 8-11-14
<br />Plate Offsets X,Y)— [2:0-4-2,0-1-8], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-4-2,0-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/defl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.94
<br />Vert(LL)
<br />-0.40 13-14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.93
<br />Vert(CT)
<br />-0.68 13-14 >752 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.99
<br />Horz(CT)
<br />0.18 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TP12014
<br />Matrix-SH
<br />Weight: 216 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2 'Except`
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />1-4,8-10: 2x4 SP No.1
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />BOT CHORD 2x4 SP No.1
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=297(LC 11)
<br />Max Uplift 2=-944(LC 12), 10=857(LC 12)
<br />Max Grav 2=1886(LC 17), 10=1831(LC 18)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3934/2003, 3-5=3808/2015, 5-6=2892/1661, 6-7=2892/1670, 7-9=3817/2052,
<br />9-10=-3943/2040
<br />BOT CHORD 2-16=-1751/3777, 14-16=-1352/3015, 13-14=-894/2210, 11-13=-1329/2875,
<br />10-11=-1767/3572
<br />WEBS 6-13=-519/1154, 7-13=-765/576, 7-11=424/918, 9.11=363/380, 6-14=-519/1152,
<br />5-14=-763/574, 5-16=-393/910, 3-16=-360/363
<br />NOTES- (7)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-D-0 to 3-3-10, Interior(1) 3-3-10 to 21-6-0, Exterior(2R)
<br />21-6-0 to 25-9-10, Interior(1) 25-9-10 to 42-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
<br />members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
<br />This item has been
<br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />electronically signed and
<br />to the use of this truss component.
<br />sealed by Velez, Joaquin, PE
<br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />'
<br />using a Digital Signature.
<br />5) This truss has been designed for a live load of 20.Opsf 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, with BCDL = IO.Opsf.
<br />Printed copies of this
<br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)
<br />document are not considered
<br />2=944, 10=857.
<br />'This
<br />signed and sealed and the
<br />7) manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />signature must be verified
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />on any electronic copies.
<br />Joegnin Yelez PE No.68182
<br />Niiek Iae. DBA MITek USA FL Cert6634
<br />16023 Sningtey Ridge Rd.
<br />Chesterfield, 1,30 63017
<br />Date:
<br />August 25,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek'
<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 propertrtyy damage. For general guidance regartling the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/frll Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.12001 MiTek-US.com
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