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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30256128
<br />TTH23-26
<br />T02
<br />Hip
<br />2
<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 08:43:30 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-w9CIBV15xl6551WiGNgSoUWAXxKvx1 s49YCvwpzTUjx
<br />-1-0-Q 5-1-7 8-7-3 15-1-10 21-6-0 27-10-6 34-0-13 37-10-9 43-0-0
<br />-0- 5-1-7 3-5-12 6-6-7 6�Fi 6-4-6 617 3-5-12 5-1-7 -0-
<br />3x4 =
<br />5x6 = 4x6 =
<br />5.00 12 3x4 = 3x4 = 5x6 =
<br />4 21 522 23 6 7 24 825 26 9
<br />0
<br />Scale =1:74.0
<br />5x8 = 18 17 16 15 14 13 5x8 =
<br />4x8 = 6x8 = 4x4 = 4x4 = 6x8 = 4x8 =
<br />8-7-3 17-7-10 25-" 34-4-13 i 43-0-0
<br />8-7-3 9-0-7 7-8-12 9-0-7 8-7-3
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />TCLL
<br />20.0
<br />Plate Grip DOL
<br />1.25
<br />TCDL
<br />7.0
<br />Lumber DOL
<br />1.25
<br />BCLL
<br />0.0
<br />Rep Stress Incr
<br />YES
<br />BCDL
<br />10.0
<br />Code FBC2020/TPI2014
<br />LUMBER -
<br />TOP CHORD 2x4 SP No.2
<br />BOT CHORD 2x6 SP No.2
<br />WEBS 2x4 SP No.3
<br />CSI.
<br />DEFL.
<br />in (loc)
<br />I/deft
<br />L/d
<br />TIC 0.77
<br />Vert(LL)
<br />0.6315-16
<br />>811
<br />240
<br />BC 0.82
<br />Vert(CT)
<br />-0.8715-16
<br />>591
<br />180
<br />WB 0.47
<br />Horz(CT)
<br />0.18 11
<br />n/a
<br />n/a
<br />Matrix-SH
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 239 lb FT = 20%
<br />BRACING -
<br />TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing.
<br />WEBS 1 Row at midpt 5-18, 8-13
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=127(LC 11)
<br />Max Uplift 2=-943(LC 12), 11-943(1-C 12)
<br />Max Grav 2=1642(LC 1),11=1642(LC 1)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=3606/2164, 3-4=-3350/1984, 4-5=3101/1890, 5-6=-4582/2725, 6-8=4582/2725,
<br />8-9=-3101/1890, 9-10=-3350/1984, 10-11=-3606/2164
<br />BOTCHORD 2-18=-1889/3276, 16-18=-2429/4354, 15-16=-2620/4761, 13-15=-2412/4354,
<br />11-13=-1906/3276
<br />WEBS 3-18=-266/323, 4-18=-519/1010, 5-18=1504/893, 5-116=140/447, 6-16=-291/242,
<br />6-15=-291/242, 8-15=-140/447, 8-13=1504/893, 9-13=5'19/1010, 10-13=266/323
<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 Extedor(2E) -1-0-0 to 3-3-10, Interior(1) 3-3-10 to 8-7-3, Exterior(2R)
<br />8-7-3 to 14-8-3, Interior(1) 14-8-3 to 34-4-13, Exterior(21R) 34.4-13 to 40-5-12, Interior(1) 40-5-12 to 44-0-0 zone; cantilever left and
<br />right exposed ; end vertical left and right exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60
<br />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.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
<br />2=943, 11=943.
<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 />2
<br />Iq
<br />0
<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 />doagaia VO- PE NoA9182
<br />]ffTeklac. DBA.LDIek GSA FLCeri6634
<br />16023 S.Ingley Ridge Rd.
<br />C6esterr.w. \10 631117
<br />Date:
<br />April 7,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ;�
<br />building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml lek.
<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 ANSUMI 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, MD 20601 Chesterfield, MO 63017
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