|
Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31406296
<br />TTH4755
<br />T05A
<br />HIP
<br />9
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Aug 24 12:30:54 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />-,1-0-p 15-9-10 21-6-0 34- 27-2-6 7-12 43-0-0
<br />-0 8-4-4 7-5-5 5-8-6 5-8-0 7-5-5 844
<br />Scale = 1:75.1
<br />5.00 12 5x8 =
<br />2x4 11 5x8 =
<br />5 17 6 18 19 20 7
<br />3x8 = 15 14 11 13 " 12 11 3x8 =
<br />2x4 11 5x6 = 3x8 = 5x6 =
<br />2x4 11
<br />844 15-9-10
<br />21-6-0
<br />27-2-6
<br />347-12 43-0-0
<br />844 7-5-5
<br />5-8-6
<br />5-8-6
<br />7-5-5 84-4
<br />Plate Offsets (X,Y)— [2:0-4-2,0-1-8j, [5:0-5-12,0-2-8], [7:0-512,0-2-8], [10:0-4-2,0-1-8], [12:0-3-0,0-3-O], [14:0-3-0,0-3-0]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/defl Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 1.00
<br />Vert(LL)
<br />0.36 13 >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 >918 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.36
<br />Horz(CT)
<br />0.20 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020ITP12014
<br />Matrix-SH
<br />Weight: 220 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 />14,8-10: 2x4 SP No.1
<br />BOT CHORD
<br />Rigid ceiling directly applied or 4-4-12 oc bracing.
<br />BOT CHORD 2x4 SP No.1 "Except*
<br />WEBS
<br />1 Row at midpt 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(1-C 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 />BOT CHORD 2-1 5=-1 797/3663, 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, 5-14=-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; VuIt=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(21R) 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 />a Digital Signature.
<br />to the use of this truss component.
<br />using
<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 Tit 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 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 />Joagrdn Velez PE No.68182
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />NhTek lne. DBA Vllrek USA FL Cert 6634
<br />160Lt Swingley Ridge Rd.
<br />Chesterfield. Yl0 63017
<br />Date:
<br />August 25,2023
<br />A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MII-7473 rev. I12/2023 BEFORE USE. i �� �ca
<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 vedfy 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 A SVTPI7 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.sbcsmmponents.com) 314.434.12001 MiTek-US.com
<br />
|