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Job
<br />Truss
<br />Truss Type
<br />Oty
<br />Ply
<br />T32315702
<br />TTH133-140
<br />T04
<br />Hip
<br />15
<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 13:48:04 2023 Page 1
<br />ID:tPuYCeVfOTfYt3OC?ZvfnpzlGUH-V2xdhmSzBOuXY1 FVIdU?At6gvivRU171SS?nfByB?y9
<br />-1-0.Q 7-0-5 13-4-13 18-9-10 24-2-6 29-7-3 35-11-11 43-0-0 q4-0-p
<br />0 7-0-5 6�-8 5�-13 5-4-13 5-4-13 6�-8 7-0-5
<br />5x6 =
<br />c nnF,—,-
<br />3x4 =
<br />5 20
<br />3x4 =
<br />U6 =
<br />6 7
<br />5x6 =
<br />8
<br />Scale = 1.73.9
<br />3x8 = 18 17 io cc — ID to Zo 14 13 12 3x8 =
<br />2x4 II 3x8 = 4x6
<br />3x4 =
<br />4x6 = 3x8 =
<br />2x4 II
<br />7-0-5 133 4-13 21-6-0 29-7-3 35-11-11 43-0-0
<br />7-0.5 6-4-8 8-1-3 8-1-3 6-0-8 7-0-5
<br />Plate Offsets (X,Y)--[2:0-4-2,0-1-8],[4:0-3-0,0-2-4],[8:0-3-0,0-2-4],[10:0-4-2,0.1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL. in floc) I/defl Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.82
<br />Vert(LL) -0.41 15-17 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.80
<br />Vert(CT) -0.71 15-17 >724 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.76
<br />Horz(CT) 0.21 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 219 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 TOP CHORD
<br />BOT CHORD 2x4 SP No.1 BOT CHORD
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=-191(LC 10)
<br />Max Uplift 2=-943(LC 12), 10-943(1-C 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=-3963/2094, 3-4=-3216/1782, 4-5=-2947/1724, 5-7=-3388/1933, 7-8=-2947/1720,
<br />8-9=-3216/1778, 9-1 0=-3964/2090
<br />BOT CHORD 2-18=-1811/3722,17-18=-1811/3722,15-17=-1592/3365,13-15=-1587/3312,
<br />12-13=-1819/3579, 10-12=-1819/3579
<br />WEBS 3-18=0/276, 3-17=784/507, 4-17=-405/963, 5-17=-654/357, 5-15=0/254, 7-15=0/254,
<br />7-13=-654/360, 8-13=-406/963, 9-13=-785/507, 9-12=0/276
<br />Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />Rigid ceiling directly applied or 4-6-12 oc bracing.
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />Il; 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 13-4-13, Exterior(2R)
<br />13-4-13 to 19-5-12, Interior(1) 19-5-12 to 29-7-3, Exterior(2R) 29-7-3 to 35-11-11, Interior(1) 35-11-11 to 44-0-0 zone; cantilever left
<br />and right exposed , end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
<br />DOL=1.60 plate grip DOL=1.60
<br />This item has been
<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 />electronically Signed and
<br />4) Provide adequate drainage to prevent water ponding.
<br />Sealed by Velez, Joaquin, PE
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />using a Digital Signature.
<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 />Printed copies of this
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />document
<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 />are not considered
<br />joint 10.
<br />signed and sealed and the
<br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />signature must be verified
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />on any electronic copies.
<br />Joegat. Velez PF. N..68182
<br />MI Iek iae. DRA N1rek USA FL C'eri 6d34
<br />16OL1 Cwieitky Ridge Rd.
<br />Ch.1-11.1d. NO 63017
<br />Dare:
<br />December 11,2023
<br />a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1/2/2023 BEFORE USE. i �� �A
<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 />is always required for stability and to prevent collapse with possible personal injury and property damagge. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see A SVrr i Ouallty Criteria and SB-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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