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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961918
<br />TTH99-106
<br />T05A
<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 26 17:06:31 2023 Page 1
<br />I D: tPuYCeVfQTfyt30 C?ZvfnpzlG U H-RfC?PsB70H q3N SgPgnL8w3u ITXbG KWrC Doi7J4zJ C?f
<br />-1-0-Q 8-4-4 15-9-10 21-6-0 27-2-6 34-7-12 43-0-0
<br />f-0 8-41A 7-5-5 5-8-6 I 541-6 7-5 5 8.4-4
<br />Scale = 1:75.1
<br />5.00 F12 5x8 =
<br />2x4 11 5x8 =
<br />5 17 6 18 19 20 7
<br />3x8 = 15 14 " 13 GD 12 11 3x8 =
<br />2x4 11 5x6 = 3x8 = 5x6 =
<br />2x4 II
<br />8-4-4 15-9-10
<br />21.6-0
<br />27-2 6
<br />347-12
<br />43-0-0
<br />8.4-4 7-5-5
<br />5-8-6
<br />5-8-6
<br />7-5-5
<br />8-4-4
<br />Plate Offsets (X,Y)--
<br />[2:0-4-2,0-1-8],[5:0-5-12,0-2-8],[7:0-5-12,0-2-8],[8:0-0-0,0-0-0],[10:0-4-2,0-1-8],[12:0-3-0,0-3-0],[14:0-3-0,0-3-0]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL. in floc)
<br />I/deft Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 1.00
<br />Vert(LL) 0.36 13
<br />>999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.90
<br />Vert(CT) -0.56 12-13
<br />>918 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.36
<br />Horz(CT) 0.20 10
<br />n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TP12014
<br />Matrix-SH
<br />Weight: 220 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
<br />1-4,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing.
<br />BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt
<br />3-14, 9-12
<br />12-14: 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=221(LC 11)
<br />Max Uplift 2=-944(LC 12), 10=857(LC 12)
<br />Max Grav 2=1861(LC 17), 10=1807(LC 18)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3889/2054, 3-5=-2974/1694, 5-6=-2884/1753, 6-7=-2884/1753, 7-9=-2975/1694,
<br />9-10=3884/2055
<br />BOTCHORD 2-15=1797/3663, 14-15=-1797/3663, 13-14=-1261/2779, 12-13=1249/2675,
<br />11-12=-1791/3514, 10-11=1791/3514
<br />WEBS 3-15=0/345, 3-14=-980/593, 5-114=209/669, 5-13=-199/448, 6-13=-337/306,
<br />7-13=-196/447, 7-12=-212/672, 9-12=989/600, 9-11=0/346
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; VuK=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, 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 42-10-4 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 = IO.Opsf.
<br />signature must be verified
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift at joint 2 and 857 lb uplift at
<br />joint 10.
<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 />mr.qulu X-0- PE So.63182
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />XHTek L DBA N1irek csa Er. Cert 64b4
<br />1602b Saiugles Ridge Rd.
<br />Che,(. field. At(-) 6361-
<br />Datr:
<br />October 27,2023
<br />a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. ■
<br />Design valid for use only with MTek(M 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 propeM damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUT01 Quality Criteria and SB-22 available from Truss Plate Institute (wwwApinst.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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