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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961921
<br />TTH99-106
<br />T07
<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 2617:06:35 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />-1-0-I) 7-0-1 13-0 0 19-1-8 23-10-8 30-0 0 35-11-15 43-0-0 4,4-0-Q
<br />7-0-1 115-16-1-8 4-9-0 6-1-8 5-11-15 7-0-1 -0-
<br />5x6 =
<br />5.00 12
<br />5x8 =
<br />Scale = 1:75.2
<br />3x8 = 10 Z1 ZZ 17 16 Zs 15 1v Zw co to 3x8 =
<br />3x4 =
<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
<br />2x4 SP No.2 *Except*
<br />1-4,9-12: 2x4 SP No.1
<br />BOT CHORD
<br />2x4 SP 285OF 2.0E or 2x4 SP M 31 *Except*
<br />14-17: 2x4 SP No.2
<br />WEBS
<br />2x4 SP No.3
<br />OTHERS
<br />2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=267(LC11)
<br />Max Uplift 2=-943(LC 12), 11=943(1-C 12)
<br />Max Grav 2=1871(LC 17), 11=1873(LC 18)
<br />5x6 WB = 3x8 =
<br />3x4 = 5x6 WB =
<br />3x4 =
<br />CSI.
<br />DEFL.
<br />in (loc) I/deft L/d
<br />PLATES GRIP
<br />TC 0.73
<br />Vert(LL)
<br />-0.40 13-15 >999 240
<br />MT20 244/190
<br />BC 0.96
<br />Vert(CT)
<br />-0.70 13-15 >728 180
<br />WB 0.41
<br />Horz(CT)
<br />0.17 11 n/a n/a
<br />Matrix-SH
<br />Weight: 228 lb FT = 20%
<br />BRACING -
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 2-3-0 oc purlins.
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />WEBS
<br />1 Row at midpt 5-16, 7-16, 8-15
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3899/2048, 3-5=-3656/1936, 5-6=-2628/1546, 6-7=2388/1500, 7-8=-2631/1546,
<br />8-1 0=-3661/1936, 10-11 =-3905/2048
<br />BOT CHORD 2-18=-1 764/3735,16-18=-1422/3112, 15-16=-1019/2395, 13-15=-1434/2951,
<br />11-13=-1776/3539
<br />WEBS 3-18=-351/346, 5-18=-214/750, 5-16=877/557, 6-16=-330/762, 7-15=-326/836,
<br />8-15=-879/558, 8-13=-214/751, 10-113=351/346
<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 />II; 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 />19-1-8 to 23-10-8, Exterior(2R) 23-10-8 to 30-0-0, Interior(1) 30-0-0 to 44-0-0 zone; cantilever left and right exposed ; end vertical left
<br />and right exposed;C-C for 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) 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, with BCDL = 10.Opsf.
<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 />Jimgnta Velez PE ko.63132
<br />N111ek Luc. DBA 16rek 1"SA FL Con 6634
<br />16023 Swiugd— Ridge Rd.
<br />(Westerfield. 1.10 6301T
<br />llate:
<br />October 27,2023
<br />a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2J2023 BEFORE USE. 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 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 propperly damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWI, Qual 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.ccm) 314.434.1200 / MTek-US.com
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