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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T32315704
<br />TTH133-140
<br />T05
<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 13:48:07 2023 Page 1
<br />I D:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-vddmJoVsUJG6PV_4zm2iOVk8kvvnhC6B8QDRF WYB?y6
<br />-1-0-p 8�-0 15-9-10 21-6-0 27-2b 34-7-12 43-0-0 4,4-0�
<br />8-4-0 7-5-5 5-8-6 5-8-6 7-5-5 8-4-4 -0-
<br />5.00 12
<br />5x8 = 2x4 II 5x8 =
<br />5 18 6 1920 21 7
<br />Scale = 1:75.2
<br />3x8 = 16 15 — 14 11 13 12 3x8 =
<br />2x4 11
<br />5x6 =
<br />3x8 =
<br />5x6 =
<br />2x4 11
<br />8-4-4 15-9-10 21-6-0 27-2-6 34-7-12 43-0-0
<br />8-4-0 7-5-5 5-8-6 5-8-6 7-5-5 8-4-4
<br />Plate Offsets (X,Y)-- [2:0-4-2,0-1-81, [5:0.5-12,0-2-81, [7:0-5-12,0-2-81, [10:0-4-2,0-1-8], [13:0-3-0,0-3-0], [15:0-3-0,0-3-0]
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />CSI.
<br />DEFL. in
<br />(loc) 1/defl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL
<br />1.25
<br />TC 0.97
<br />Vert(LL) 0.36
<br />14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL
<br />1.25
<br />BC 0.88
<br />VeR(CT) -0.56
<br />14-15 >920 180
<br />BCLL 0.0
<br />Rep Stress Incr
<br />YES
<br />WB 0.36
<br />Horz(CT) 0.20
<br />10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020(TPI2014
<br />Matrix-SH
<br />Weight: 222 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2 *Except*
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />1-4,8-11: 2x4 SP No.1
<br />BOT CHORD
<br />Rigid ceiling directly applied or 4-6-5 oc bracing.
<br />BOT CHORD 2x4 SP No.1 'Except'
<br />WEBS
<br />1 Row at midpt 3-15, 9-13
<br />13-15: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=-223(LC 10)
<br />Max Uplift 2=-943(LC 12), 10=-943(LC 12)
<br />Max Grav 2=1861(LC 17), 10=1861(LC 18)
<br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3888/2047, 3-5=-2973/1686, 5-6=2882/1743, 6-7=-2882/1743, 7-9=-2973/1686,
<br />9-10=-3889/2047
<br />BOT CHORD 2-16=-1752/3670, 15-16=-1752/3670, 14-15=-121712786, 13-14=-1230/2675,
<br />12-13=-1766/3503, 10-12=-1766/3503
<br />WEBS 3-16=0/345, 3-15=980/593, 5-15=-210/669, 5-14=-198/447, 6-14=-337/305,
<br />7-14=-198/447, 7-13=-210/670, 9-13=-981/593, 9-12=0/345
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vutt=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 15-9-10, Exterior(2R)
<br />15-9-10 to 21-10-9, Interior(1) 21-10-9 to 27-2-6, Exterior(2R) 27-2-6 to 33-3-6, Interior(1) 33-3-6 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 speck
<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 = 10.0psf.
<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 10.
<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 />Joaquin VA.. PE No.69122
<br />N11Tek lac. DBA 31n ek USA FL Cen 66d4
<br />1602.1 SwlaSley Ridge Rd.
<br />CaestergeM. \10 6301'
<br />Date:
<br />December 11,2023
<br />WARNING - Verify design parameters and READ NOTES ON TKS 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 MiTek*
<br />a truss system. Before use, the building designer must vent' 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 ANSI7TPI1 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) 314.434A200 / MITek-US.com
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