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Job
<br />Truss
<br />Truss Type
<br />Oty
<br />Ply
<br />T32315706
<br />TTH133-140
<br />T06
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.730 s Nov 13 2023 MiTek Industries, Inc. Fri Dec 8 13:48:11 2023 Page 1
<br />I D:tPuYCeVfQTfYt3OC?ZvfnpzlGU HoOsH99YMYXmYu6lrCc7ezLurj WFBdsHn32BfOHyB?y2
<br />-1-0- 6�-0 12-4-3 18-2-6 24-9-10 30-7-13 36-6-0 43-0-0 -0
<br />-0- 6-6-0 5-10-3 5-10-3 6-7-3 5-10-3 5-10-3 6-6-0 -0-
<br />5.00 12
<br />5x6 =
<br />6 20
<br />5x8 =
<br />721
<br />Scale = 1:75.2
<br />3x8 = -io [e Za 11 16 Zo 15 iv Zo a io 3x8 =
<br />3x4 =
<br />4x6 = 3x8 =
<br />3x4 = 4x6
<br />3x4 =
<br />9-5-2 18-2-6 24-9-10 33-6-14 43-0-0
<br />9-5-2 8-9-5 6-7-3 8-9-5 9-5-2
<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-
<br />2-0-0
<br />TCLL 20.0
<br />Plate Grip DOL
<br />1.25
<br />TCDL 7.0
<br />Lumber DOL
<br />1.25
<br />BCLL 0.0
<br />Rep Stress Ina
<br />YES
<br />BCDL 10.0
<br />Code FBC2020frP12014
<br />LUMBER -
<br />TOP CHORD 2x4 SP No.2
<br />BOT CHORD 2x4 SP No.1
<br />`Except`
<br />14-17: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=-254(LC 10)
<br />Max Uplift 2=-943(LC 12), 11=943(LC 12)
<br />Max Grav 2=1872(LC 17), 11=1876(LC 18)
<br />CSI.
<br />DEFL.
<br />in (loc)
<br />I/defl
<br />L/d
<br />TC 0.84
<br />Vert(LL)
<br />-0.40 13-15
<br />>999
<br />240
<br />BC 0.98
<br />Vert(CT)
<br />-0.70 13-15
<br />>733
<br />180
<br />WB 0.99
<br />Horz(CT)
<br />0.20 11
<br />n/a
<br />n/a
<br />Matrix-SH
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 223 Ib FT = 20%
<br />BRACING -
<br />TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except:
<br />5-8-0 oc bracing: 15-16.
<br />WEBS 1 Row at midpt 7-16
<br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3934/2082, 3-5=-3693/1963, 5-6=2723/1603, 6-7=-2481/1552, 7-8=-2733/1603,
<br />8-10=-3702/1963, 10-11=-3943/2082
<br />BOT CHORD 2-18=-1800/3760, 16-18=-1470/3172, 15-16=-1093/2484, 13-15=-1483/3010,
<br />11-13=-1813/3578
<br />WEBS 3-18=-333/332, 5-18=-192/687,5-16=-820/522,6-16=-296/753, 7-15=-297/836,
<br />8-15=-820/522, 8-13=-192/687, 10-13=-333/332
<br />NOTES- (8)
<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=4511; 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 18-2-6, Exterior(2R)
<br />18-2-6 to 24-3-6, Interior(1) 24-3-6 to 24-9-10, Exterior(2R) 24-9-10 to 30-7-13, Interior(1) 30-7-13 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, 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 />Io
<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-qula Velez PF Ns.68182
<br />%0Tek tac. DaA .N1IFek C8A FL ten 66J4
<br />1602J Swiedey Ridife Rd.
<br />C'lliesler6eld. VO 63017
<br />13.1e:
<br />December 11,2023
<br />O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 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 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 guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 / MiTek-US.com
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