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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T32315713
<br />TTH133-140
<br />T11
<br />Common
<br />8
<br />1
<br />Job Reference (optional)
<br />Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.730 s Nov 13 2023 MiTek Industries, Inc. Fri Dec 8 13:48:22 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-zW1 RSwgGyv9JodyLPpDvgrjsy0nigyPbGMkGByB?xt
<br />-r1-0-Q 7-7-3 14-0-10 21- 0 28-5-6 35-4-13 43-0-0 45-0-0
<br />-10 7-7-3 6-11-6 6-11-6 6-11-6 6-11-6 7-7-3
<br />Scale = 1:73.7
<br />5x6 =
<br />5.00 12
<br />11i
<br />3x4 = 4x6 = 3x4 = 3x4 =
<br />3x4 = 4x6 =
<br />9-0-0 17-3-15 25-8-1
<br />33-11-10 43-0-0
<br />9-021 8-3-10 8-4-1
<br />+ 8-3-10 9-0-6
<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/deft L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.91
<br />Vert(L-)
<br />-0.40 14-15 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.92
<br />Vert(CT)
<br />-0.68 14-15 >755 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.99
<br />Horz(CT)
<br />0.18 10 nla n/a
<br />BCDL 10.0
<br />Code FBC20201TPI2014
<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 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=-310(LC 10)
<br />Max Uplift 2=-939(LC 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=-3930/1998, 3-5=-3800/2006, 5-6=2887/1656, 6-7=-2886/1647, 7-9=-3779/1968,
<br />9-10=-3921/1959
<br />BOT CHORD 2-17=-1668/3790, 15-17=-1252/3027, 14-15=-827/2225, 12-14=-1281/2868,
<br />10-12=-1668/3535
<br />WEBS 6-14=-516/1150, 7-14=-758/569, 7-12=-359/890, 9-12=-354/345, 6-15=-519/1153,
<br />5-15=-763/575, 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; VuR=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />II; Exp C; Encl., 13Cpi=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 />to the use of this truss component.
<br />electronically signed and
<br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />sealed by Velez, Joaquin, PE
<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 />using a Digital Signature.
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />Printed COpleS Of this
<br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
<br />document
<br />2=939, 10=1020.
<br />are not considered
<br />7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />signed and sealed and the
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />signature must be verified
<br />on any electronic copies.
<br />Jmagmla Velez PF N..69122
<br />MITek tar. DBA MITek CSA F'L Carr 66d4
<br />16023 tiwiylov "e Rd.
<br />Ch.1-11e1d. MO 63017
<br />Date:
<br />December 11.2023
<br />a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 verity 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 property damage. For general g Adance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSI7rrI1 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.sbcscomponents.com) 314.434.1200 / MTek-US.com
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