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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961917
<br />TTH56-63
<br />T05
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Thu Oct 26 17:06:29 2023 Page 1
<br />I D: tP uYCeVfQTfYt3OC?ZvfnpzlG U H-RfC?P s B7OHg3N SgPgn L8w3u ITXbGK WrC Doi7J 4zJC?f
<br />-�1-0-q 8-4-4 15-9-10 21-0-0 27-2-6 34-7-12 43-0-0
<br />-0 8-0-0 7-5-5 5-8-6 5-8-6 7-5-5 8-4-4 -0
<br />5.00 12
<br />5x8 = 2x4 11 5x8 =
<br />5 18 6 1920 21 7
<br />Scale = 1:75.2
<br />3x8 = 16 15 G3 14 G4 13 12 3x8 =
<br />2x4 II
<br />5x6 =
<br />3x8 =
<br />5x6 =
<br />2x4 11
<br />15-9-10 21-6-0 27-2-6 34-7-12
<br />43-0-0
<br />M8-0-4
<br />7-5-5 5-8-0 5-8-6 7-5-5
<br />844 n
<br />Plate Offsets (X,Y)—[2:0-4-2,0-1-8],[5:0-5-12,0-2-8],[7:0.5-12,0-2-8],[10:0-4-2,0-1-8],[13:0-3-0,0-3-0],[15:0-3-0,0-3-0]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CS1.
<br />DEFL. in (loc) I/deft L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.97
<br />Vert(LL) 0.36 14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.88
<br />Vert(CT) -0.56 14-15 >920 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.36
<br />Horz(CT) 0.20 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TP12014
<br />Matrix-SH
<br />Weight: 222 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied.
<br />1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing.
<br />BOT CHORD 2x4 SP No.1 `Except` WEBS 1 Row at midpt 3-15,
<br />9-13
<br />13-15: 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=-223(LC 10)
<br />Max Uplift 2=-943(LC 12), 10=943(LC 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=-3888/2047, 3-5=-2973/1686, 5-6=-2882/1743, 6-7=2882/1743, 7-9=2973/1686,
<br />9-10=-3889/2047
<br />BOT CHORD 2-16=-1752/3670, 15-16=-1752/3670, 14-15=-1217/2786, 13-14=-1230/2675,
<br />12-13=-1766/3503, 10-12=1766/3503
<br />WEBS 3-16=0/345, 3-15=-980/593, 5-15=-210/669, 5-14=-198/447, 6-14=-337/305,
<br />7-14=-198/447, 7-13=-210/670, 9-13=-981/593, 9-12=0/345
<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(2R) 27-2-6 to 33-3-6, Interior(1) 33-3-6 to 44-0-0 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 />using a Digital Signature.
<br />to the use of this truss component.
<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 fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />SI g nature must be verified
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2 and 943 Ito 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 />Jongnin Velez PE \o.68132
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />SBTek me. DBA SBTek tsA FL Cert 6634
<br />16023 Sniagle} Ridge Rd.
<br />Chesterfield. Sip 6301-
<br />Date:
<br />October 27,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. ■
<br />Design valid for use only with MTek40 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 property 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 ANSUTPI1 Quality Criteria and SB-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.sbcsmmponents.com) 314.434.1200 / MTek-US.com
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