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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30256139
<br />TTH23-26
<br />T10
<br />Common
<br />16
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Thu Apr 6 08:43:54 2023 Page 1
<br />I D: tP uYCeVfQTfYt3OC?ZvfnpzlG U H-DnfgE i 191 P7hz_M4gQ F5m Y WEAcUzZlhch HOAmQzTUjZ
<br />1-0-Q 7-7-3 14-6-10 21-6-0 28-5-6 354-13 43-0-0 44-0-0
<br />i-Ong 7-7-3 6-11-6 6-11-6 6-11-6 6-11 6 7-7-3 0
<br />5x6 =
<br />5.00 12
<br />Scale = 1:72.6
<br />3x8 = I/ LL lb 4J L4 do 14 16 Lb L/ IL 3x8
<br />3x4 =
<br />"-6 17-3-15
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />TCLL
<br />20.0
<br />Plate Grip DOL
<br />1.25
<br />TCDL
<br />7.0
<br />Lumber DOL
<br />1.25
<br />BCLL
<br />0.0 *
<br />Rep Stress Incr
<br />YES
<br />BCDL
<br />10.0
<br />Code FBC2020/TPI2014
<br />LUMBER -
<br />TOP CHORD 2x4 SP No.2 *Except*
<br />1-4,8-11: 2x4 SP No.1
<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=-298(LC 10)
<br />Max Uplift 2=-943(LC 12), 10=943(1-C 12)
<br />Max Grav 2=1885(LC 17), 10=1885(LC 18)
<br />4x6 =
<br />3x4 =
<br />25-8-1
<br />3x4 =
<br />4x6 =
<br />33-11-10
<br />3x4 =
<br />43-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) Udefl Lid
<br />PLATES GRIP
<br />TC 0.91
<br />Vert(LL)
<br />-0.4014-15 >999 240
<br />MT20 244/190
<br />BC 0.92
<br />Vert(CT)
<br />-0.68 14-15 >751 180
<br />WB 0.99
<br />Horz(CT)
<br />0.18 10 n/a n/a
<br />Matrix-SH
<br />Weight: 218 lb FT = 20%
<br />BRACING -
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3931/2002, 3-5=-3802/2010, 5-6=2890/1661, 6-7=-2890/1661, 7-9=-3802/2010,
<br />9-10=-3932/2002
<br />BOT CHORD 2-17=-1708/3783, 15-17=-1306/3020, 14-15=-850/2218, 12-14=-1307/2872,
<br />10-12=-1708/3560
<br />WEBS 6-14=-520/1153, 7-14=-763/574, 7-12=392/909, 9-12=362/365, 6-15=-520/1153,
<br />5-15=-763/574, 5-17=-392/908, 3-17=362/365
<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) -1-0-0 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 44-0-0 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 />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />to the use of this truss component.
<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.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 = 10.Opsf.
<br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
<br />2=943, 10=943.
<br />7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />This item has been
<br />electronically signed and
<br />sealed by Velez, Joaquin, PE
<br />using a Digital Signature.
<br />Printed copies of this
<br />document are not considered
<br />signed and sealed and the
<br />signature must be verified
<br />on any electronic copies.
<br />Jnagtdn Velez PE N.AS182
<br />NUTek 1— DBA NUTek USA FL Cert 6634
<br />16023 Sniagl", Ridge Rd.
<br />Chesterfield. MO 63017
<br />Dntr:
<br />April 7,2023
<br />a WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
<br />Design valid for use only with MTek® 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 verity the applicability of design parameters and property 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 M iTek'
<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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd
<br />Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017
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