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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30256131
<br />TTH23-26
<br />T04A
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Thu Apr 6 08:43:37 2023 Page 1
<br />ID:tPuYCeVfQTfYt30C?ZvfnpzlGU H-DV70fugU IB_SRNZpALS6azJLVljm47?6m80ngvzTUjq
<br />13-4-13 18-9-10 24-2-6 29-L 35-11-11 43-0-0
<br />6-4-8 5-4-13 5-4-13 5-4-13 6-4-8 7-0-5
<br />5x6 =
<br />&00 r12
<br />3x4 =
<br />19 5 20
<br />3x4 =
<br />3x6 — 5x6 =
<br />6 7 8
<br />Scale = 1:74.3
<br />Iq
<br />0
<br />3x8 = 17 16 1b ZZ Zs 14 Z4 20 13 12 11 3x8 =
<br />2x4 11 3x8 = 4x6 =
<br />3x4 = 46 = 3x8 = 2x4
<br />29-7-3 35-11-11 43-0-0
<br />LOADING (psf)
<br />TCLL 20.0
<br />TCDL 7.0
<br />BCLL 0.0
<br />BCDL 10.0
<br />SPACING- 2-0-0
<br />Plate Grip DOL 1.25
<br />Lumber DOL 1.25
<br />Rep Stress Incr YES
<br />Code FBC2020/TPI2014
<br />CSI.
<br />TC 0.85
<br />BC 0.80
<br />WB 0.77
<br />Matrix-SH
<br />DEFL. in (loc) I/deft L/d
<br />Vert(LL) -0.41 12-14 >999 240
<br />Vert(CT) -0.71 12-14 >723 180
<br />Horz(CT) 0.21 10 n/a n/a
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 217 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 TOP CHORD
<br />Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD 2x4 SP No.1 BOT CHORD
<br />Rigid ceiling directly applied or 4-4-7 oc bracing.
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 10=0-3-8, 2=0-3-8
<br />Max Horz 2=190(LC 11)
<br />Max Uplift 10=857(LC 12), 2=944(1-C 12)
<br />Max Grav 10=1807(LC 18), 2=1861(LC 17)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3964/2102, 3-4=-3217/1790, 4-5=2948/1731, 5-7=-3390/1945, 7-8=-2951/1723,
<br />8-9=-3220/1794, 9-1 0=-3964/21 00
<br />BOT CHORD 2-17=-1855/3714, 16-17=-1855/3714, 14-16=-1622/3358, 12-14=1637/3305,
<br />11-12=-1846/3592, 10-11=-1846/3592
<br />WEBS 3-17=0/276, 3-16=784/507, 4-16=-405/964, 5-16=-655/358, 5-14=0/255, 7-14=0/253,
<br />7-12=-654/357, 8-12=-416/965, 9-12=793/515, 9-11=0/277
<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 />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 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 42-10-4 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 />electronically signed and
<br />to the use of this truss component.
<br />sealed by Velez, Joaquin, PE
<br />4) Provide adequate drainage to prevent water ponding.
<br />using a Digital Signature.
<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 />Printed copies of this
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />document are not Considered
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift at joint(s) except (jt=1b)
<br />signed and sealed and the
<br />10=857, 2=944.
<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 />Jbaq,& Velez PE No.68182
<br />MiTek ruc. DBA 41(Tek USA FL Cen 6634
<br />16023 Svingiec Ridge Rd.
<br />Ch.11-fii0d, 310 63017
<br />Date:
<br />April 7,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd
<br />safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Chesterfield, MO 63017
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