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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961922
<br />TTH56-03
<br />T07A
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Thu Oct 26 17:06:36 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />0-p 7 0 1 13-0-0 19-1-8 23-10-8 30-0-0 35-11-15 43-0-0
<br />-0- 7-0-t 5-11-15 6-1-8 4-9-0 6-1-8 5-11-15 7-0-1
<br />5x6 =
<br />5.00 F12
<br />5x8 =
<br />Scale = 1:75.1
<br />3x8 = I 1. — 15 " 14 w co 41 — 3x8 =
<br />3x4 = 5x6 WB = 3x8 =
<br />3x4 = 5x6 WB =
<br />3x4 =
<br />9-10-15 9-2-9 4-9-0 9-2-9
<br />9-10-15
<br />Plate Offsets (X,Y)--[2:0-4-2,0-1-8],[6:0-3-0,0-2-4],[7:0-5-12,0-2-8],[11:0-4-2,0-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL. in (loc) I/defl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.75
<br />Vert(LL) -0.40 12-14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.96
<br />Vertil -0.70 12-14 >729 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />W I 0.41
<br />Horz(CT) 0.17 11 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 227 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />1-4,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />BOT CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 'Except" WEBS 1 Row at midpt 5-15,
<br />7-15, 8-14
<br />13-16: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />OTHERS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=265(LC 11)
<br />Max Uplift 2=-944(LC 12), 11=-857(LC 12)
<br />Max Grav 2=1871(LC 17), 11=1819(LC 18)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3900/2055, 3-5=-3656/1944, 5-6=-2629/1554, 6-7=2389/1507, 7-8=-2633/1549,
<br />8-10=-3669/1950,10-11=-3914/2074
<br />BOT CHORD 2-17=-1808/3727, 15-17=-1466/3104, 14-15=-1038/2387, 12-14=-1455/2952,
<br />11-12=-1805/3550
<br />WEBS 3-17=-351/346, 5-17=-214/750, 5-15=-877/557, 6-15=-331/763, 7-14=-327/837,
<br />8-14=-881/560, 8-12=-238/757, 10-12=354/365
<br />NOTES- (8)
<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 />ll; 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 19-1-8, Exterior(2E)
<br />This item has been
<br />19-1-8 to 23-10-8, Exterior(21R) 23-10-8 to 30-0-0, Interior(1) 30-0-0 to 42-10-4 zone; cantilever left and right exposed ; end vertical
<br />electronically signed and
<br />left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
<br />sealed by Velez, Joaquin, PE
<br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />using a Digital Signature.
<br />to the use of this truss component.
<br />4) Provide adequate drainage to prevent water ponding.
<br />Printed copies of this
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />document are not considered
<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 />signed and sealed and the
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />signature must be verified
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift at joint 2 and 857 lb uplift at
<br />joint 11.
<br />on any electronic copies.
<br />8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />.reegam V.1- PE No,68182
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />31irek 1mr. DDA.WTek f SA Ft. C-( 6634
<br />16023 Swimgiey Ridge Rd.
<br />Ch-t-field, T'IQ 6M17
<br />Date;
<br />October 27,2023
<br />A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 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 MiTeV
<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 pproperty damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls.com) 314.434.1200 / MiTek-US.com
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