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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961916
<br />TTH56-63
<br />T04A
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders Firssource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Thu Oct 26 17:06:27 2023 Page 1
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<br />13-4-13 18-9-10 24-2-6 29-7-3 i 35-11-11 43-0-0
<br />7-0-5 6-4-8 5' 5-4-13 5-4-13 6-4-8 7-0-5
<br />5x6 =
<br />s nn ls�
<br />3x4 =
<br />19 5 20
<br />3x4 =
<br />3x6 =
<br />6 7
<br />5x6 =
<br />8
<br />Scale = 1:73.8
<br />3x8 = 17 16 " c< — it — co - 12 11 3x8 =
<br />2x4 11 3x8 = 4x6
<br />3x4 =
<br />4x6 = 3x8 =
<br />2x4 11
<br />7-0-5 13-4-13 21-6-0 29-7-3 3rr11-11 43-0-0
<br />7-0-5 6-4-8 8-1-3 8-1-3 6-4-8 7-0-5
<br />Plate Offsets (X,Y)--[2:0-4-2,0-1-81,[4:0-3-0,0-2-41,[8:0-3-0,0-2-4L 10:0-4-2,0-1-81
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/deft Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.85
<br />Vert(LL)
<br />-0.41 12-14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber COL 1.25
<br />BC 0.80
<br />Vert(CT)
<br />-0.71 12-14 >723 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.77
<br />Horz(CT)
<br />0.21 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TP12014
<br />Matrix-SH
<br />Weight: 217 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD 2x4 SP No.1
<br />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(LC 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 />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 />4) Provide adequate drainage to prevent water ponding.
<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 />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 857 lb uplift at joint 10 and 944 lb uplift
<br />at joint 2.
<br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />This item has been
<br />electronically signed and
<br />sealed by Velez, Joaquin, PE
<br />using a Digital Signature.
<br />Printed copies of this
<br />document are not considered
<br />signed and sealed and the
<br />signature must be verified
<br />on any electronic copies.
<br />Joaquin Velez PE So.68182
<br />d11Tek 1uc. DBA ABI'ek tSA 1T. Cert.6634
<br />16023 Sniugkv Ridge Rd.
<br />Ckesteifieid. \10 63017
<br />Date:
<br />October 27,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MTek® 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 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 SVTP 1 Quality Criteria and DSS-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.1200 / MiTek-US.com
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