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Job
<br />Truss
<br />Truss Type
<br />City
<br />Ply
<br />T31683327
<br />TTH81-89
<br />T11
<br />Common
<br />4
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Wed Sep 27 10:36:12 2023 Page 1
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<br />1 0 Q 7-7-3 14-6-10 21-6-0 28 5 6 35-4-13 43-0-0 45-0-0
<br />7-7-3 6-11-6 6-11 6 6-11, 6-11-6 7-7-3 + 2-0-0
<br />5x6 =
<br />5.00 12
<br />Scale = 1:73.7
<br />1Ij
<br />3x4 = 4x6 =
<br />3x4 =
<br />3x4 = 3x4 =
<br />4x6 =
<br />8-11-14 17-3-15 25-8-1
<br />34-0-2 43-0-0
<br />8-11-14 8-4-1 I 8-4-1
<br />84-1 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,D-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) Udefl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.91
<br />Vert(LL) -0.40 14-15 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.91
<br />Vert(CT) -0.68 14-15 >757 180
<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 FBC20201TPI20114
<br />Matrix-SH
<br />Weight: 220 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 *Except` TOP CHORD
<br />Structural wood sheathing directly applied.
<br />1-4,8-11: 2x4 SP No.1 BOT CHORD
<br />Rigid ceiling directly applied or 4-8-6 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=31 O(LC 10)
<br />Max Uplift 2=939(1-C 12), 10=1020(LC 12)
<br />Max Grav 2=1885(LC 17), 10=1934(LC 18)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3932/1997, 3-5=3806/2010, 5-6=2887/1656, 6-7=2886/1647, 7-9=3785/1971,
<br />9-10=-3923/1959
<br />BOT CHORD 2-17=-1668/3792,15-17=-1252/3027,14-15=-827/2225,12-14=-1281/2869,
<br />10-12=-1668/3537
<br />WEBS 6-14=-516/1150, 7-14=-757/569, 7-112=362/894, 9-12=354/345, 6-15=519/1153,
<br />5-15=763/575, 5-17=-395/913, 3-17=361/365
<br />NOTES- (7)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; VuR=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 45-0-0 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 />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-&0 tall by 2-0-0 wide
<br />will fit between the bottom chord and any other members, with BCDL = 10.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 joint(s) except (jt=lb)
<br />document are not considered
<br />2=939,10=1020.
<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 />'
<br />3-card. Velez PE N..68I82
<br />\Diek Inc. DBA 381fek USA FL Cert 6634
<br />16023 Swingiep Ridge Rd.
<br />Chesterfield. MO 63017
<br />Dale:
<br />September 28,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 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 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 antl ppropperrtyty damagQe. For general quid - regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIV, Quality Cdteda 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.sbcscomponents.com) 314.434.1200 1 MTek-US.com
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