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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31406291
<br />TTH47-55
<br />T02
<br />Hip
<br />2
<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 12:30:47 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f
<br />-t1-0-p 5-1-7 8-7-3 15-0-10 21-6-0 27-11-6 34-4-13 37-10-9 43-0-0 4,4-0-p
<br />5-1-7 3-5-12 6-5-6 6-5-6 6-5-& 6-5� 3-5-12 5-1-7 -0
<br />3x4 =
<br />5x6 = _
<br />5.00 12 3x4 = 4x6 3x4 = 5x6 =
<br />4 21 5 22 23 6 7 24 825 26 9
<br />d
<br />Scale = 1:73.6
<br />5x8 = 18 17 16 15 14 13 5x8 =
<br />4x8 =
<br />6x8 =
<br />4x4 =
<br />4x4 = 4x8 =
<br />6x8 =
<br />A
<br />2
<br />I4
<br />0
<br />8-7-3 8-7-3
<br />18-7-3
<br />8-7-3 8-7-3
<br />Plate Offsets (X,Y)— [2:0-4-0,Edge], [4:0-3-0,0-2-4], [7:0-3-0,Edge], [9:0-3-0,0-2-4], [11:0-4-0,Edge]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/deft Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.73
<br />Vert(LL)
<br />0.63 15-16 >812 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.85
<br />Vert(CT)
<br />-0.88 15-16 >583 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.47
<br />HOrz(CT)
<br />0.18 11 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 239 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD 2x6 SP No.2
<br />BOT CHORD
<br />Rigid ceiling directly applied or 4-6-13 oc bracing.
<br />WEBS 2x4 SP No.3
<br />WEBS
<br />1 Row at midpt 5-18, 8-13
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=-127(LC 10)
<br />Max Uplift 2=-943(LC 12), 11=943(LC 12)
<br />Max Grav 2=1642(LC 1), 11=1642(LC 1)
<br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3603/2165, 3-4=-3346/1985, 4-5=3097/1891, 5-6=4552/2710, 6-8=-4552/2710,
<br />8-9=-3097/1891, 9- 1 0=-3346/1985, 10-11=-3603/2165
<br />BOT CHORD 2-18=-1890/3274, 16-18=-2420/4349, 15-16=-2625/4756, 13-15=2403/4349,
<br />11-13=1907/3274
<br />WEBS 3-18=-268/324, 4-18=-522/1012, 5-118=1508/885, 5-116=134/444, 6-16=-316/261,
<br />6-15=-316/261, 8-15=-134/444, 8-13=1508/885, 9-13=521/1012, 10-13=268/324
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; VuK=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 8-7-3, Exterior(2R)
<br />8-7-3 to 14-8-3, Interior(1) 14-8-3 to 34-4-13, Exterior(2R) 34-4-13 to 40-5-12, Interior(1) 40-5-12 to 44-0-0 zone; cantilever left and
<br />right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
<br />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) Provide adequate drainage to prevent water ponding.
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />6) ` 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.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2 and 943 lb uplift at
<br />joint 11.
<br />8) "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 />J—pin Velez PE ivo.6g1a2
<br />N7iTek 1uc. DBA NRTek U$A FL Ccrt 6634
<br />16023 Svriugley Ridge Rd.
<br />Cheateifieid, N10 0017
<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. 1/2r2023 BEFORE USE.
<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 />MiTek"
<br />a truss system. Before use, the building designer must verify 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
<br />is always required for stability and to prevent collapse with possible personal injury and pproperty damage. For general guidance regartling the
<br />16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPi1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org)
<br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com)
<br />Chesterfield, MO 63017
<br />314.434.1200 / MiTek-US.com
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