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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30850253
<br />TTH27-33
<br />T11
<br />Common
<br />4
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Mon Jun 19 12:29:48 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />-,1-0-p 7-7-3 14-6-10 21.6-0 28-5-6 35-4-13 43-0-0 , 45-0-0
<br />-10 7-7-3 6-111 6-11-6 6-11-6 6-11-6 7-7-3 22-0 00
<br />5x6 =
<br />5.00 F12
<br />3x4 = 4x6 = 3x4 = 3x4 =
<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 FBC2020frPI2014
<br />LUMBER -
<br />TOP CHORD 2x4 SP No.2 *Except*
<br />1-4,8-11: 2x4 SP No.t
<br />BOT CHORD 2x4 SP No.1
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=-310(LC 10)
<br />Max Uplift 2=-939(LC 12), 10=-1020(LC 12)
<br />Max Grav 2=1885(LC 17), 10=1934(LC 18)
<br />3x4 =
<br />4x6 =
<br />Scale = 1:73.7
<br />CSI.
<br />DEFL. in (loc) Udefl L/d
<br />PLATES GRIP
<br />TC 0.91
<br />Vert(LL)-0.4014-15 >999 240
<br />MT20 244/190
<br />BC 0.92
<br />Vert(CT)-0.6814-15 >755 180
<br />WB 0.99
<br />Horz(CT) 0.18 10 n/a n/a
<br />Matrix-SH
<br />Weight: 220 lb FT = 20%
<br />BRACING -
<br />TOP CHORD Structural wood sheathing directly applied.
<br />BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3930/1998, 3-5=-3800/2006, 5-6=2887/1656, 6-7=-2886/1647, 7-9=-3779/1968,
<br />9-10=-3921/1959
<br />BOT CHORD 2-17=-1668/3791, 15-17=-1252/3027, 14-15=-827/2225, 12-14=-1281/2868,
<br />10-12=-1668/3535
<br />WEBS 6-14=-516/1150, 7-14=758/569, 7-112=359/890, 9-12=354/345, 6-15=-519/1153,
<br />5-15=763/575, 5-17=-392/908, 3-17=-362/365
<br />NOTES- (7)
<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 21-6-0, Exterior(2R)
<br />21-6-0 to 25-9-10, Interior(1) 25-9-10 to 45-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
<br />members and forces & MWFRS for reactions shown; Lumber 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />5) " 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 />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
<br />2=939, 10=1020.
<br />7) '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 />1I�
<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 />Joagnln Velez PE No.69182
<br />dLTek lne. DRA MiTek USA FL Cert 66.34
<br />1602.3 Swingley Ridge Rd.
<br />C4est-field. MG 63017
<br />Dale:
<br />June 20,2023
<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 Mrrek® 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 vanity 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 MOW
<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 BCSI 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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