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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30850244
<br />TTH27-33
<br />T05
<br />Hip
<br />1
<br />1
<br />Jab Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Mon Jun 19 12:29:37 2023 Page 1
<br />ID tPuYCeVfQTfYt30C?ZvfnpzlGU H-RfC?P sB7OH q3N SgPgnL8w3u lTXbGKWrC Doi7J4zJC?f
<br />-1-0-Q 8-0-4 15-9-10 21-6-0 27-2-6 34-7-12 43-0-0 4f1-0-p
<br />-0- 8-4-4 7-5-5 5-8-6 5-8-6 7-5-5 8-4-4
<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 `v 13 12 3x8 =
<br />2x4 II
<br />5x6 =
<br />3x8 =
<br />5x6 =
<br />2x4 II
<br />8-44-0 15-9-10
<br />21 �-0
<br />27-21
<br />34-7-12 43-0-0
<br />8-4-4 7-5-5
<br />5-8-0
<br />5-8-6
<br />7-5-5 8-4-4
<br />Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [5:0-5-12,0-2-8], [7:0-5-12,0-2-8], [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- 2-0-0
<br />CSI.
<br />DEFL. in
<br />(loc) I/defl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TIC 0.97
<br />Vert(LL) 0.36
<br />14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.88
<br />Vert(CT) -0.56
<br />14-15 >920 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.36
<br />Horz(CT) 0.20
<br />10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TP12014
<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. (lb) -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=-1217/2786, 13-14=1230/2675,
<br />12-13=-1766/3503,10-12=1766/3503
<br />WEBS 3-16=01345, 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; Vuft=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 15-9-10, Extedor(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 />This item has been
<br />right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
<br />electronically signed and
<br />plate grip DOL=1.60
<br />sealed by Velez, Joaquin, PE
<br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />using a Digital Signature.
<br />to the use of this truss component.
<br />4) Provide adequate drainage to prevent water ponding.
<br />Printed copies Of this
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />document are not Considered
<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 />signed and sealed and the
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />signature must be verified
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
<br />2=943, 10=943.
<br />On any electronic Copies.
<br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />doagnin, Veto. PE Ne.68182
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />NETek me. DRA MITekUSA F2. Cert 6634
<br />I6OLI Sniagleg Ridge Rd.
<br />Chesterfield, A10 63017
<br />Date:
<br />June 20,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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
<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 />MiTek`
<br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYMI Duality Criteria, DSB-89 and SCSI Building Component
<br />16023 Swingley Ridge Rd
<br />'.., Sorely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
<br />Chesterfield, MO 63017
<br />
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