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Job
<br />Truss
<br />Truss Type
<br />City
<br />Ply
<br />T30256140
<br />TTH23-26
<br />T10A
<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. Thu Apr 6 08:43:56 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-99naeO3PpONOD I WrnrlZrzbagPAR1 fBv8bVHrizTUjX
<br />71 7-7-3 14-6-10 21b-0 28-5-6 35-4-13 43-0-0 44-0-Q
<br />ISO- 7-7-3 6-11-6 6-11-6 6-11-6 6-11-6 7-7-3 1-0 0
<br />5x6 =
<br />5.00 12
<br />Scale = 1:72.6
<br />3x8 = it « io -ra w Zo w 13 Zo a Z 3x8 =
<br />3x4 = 4x6 =
<br />3x4 =
<br />3x4 =
<br />4x6 =
<br />3x4 =
<br />9-0-6 17-3-15
<br />25-8-1
<br />33-11-10
<br />43-0-0
<br />AO 8-3-10
<br />8-4-1
<br />8-3-10
<br />9-0-6
<br />Plate Offsets (X,Y)--
<br />[2:0-4-2,0-1-8], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-4-2,0-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc)
<br />I/defl
<br />Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.91
<br />Vert(LL)
<br />-0.40 14-15
<br />>999
<br />240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.92
<br />Vert(CT)
<br />-0.68 14-15
<br />>751
<br />180
<br />BCLL 0.0 *
<br />Rep Stress Incr YES
<br />WB 0.99
<br />Horz(CT)
<br />0.18 10
<br />n/a
<br />n/a
<br />BCDL 10.0
<br />Code FBC20201TPI2014
<br />Matrix-SH
<br />Weight: 218 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 2-2-0 oc bracing.
<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=-298(LC 10)
<br />Max Uplift 2=-943(LC 12), 10=943(LC 12)
<br />Max Grav 2=1885(LC 17), 10=1885(LC 18)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3931/2002, 3-5=-3802/2010, 5-6=2890/1661, 6-7=-2890/1661, 7-9=-3802/2010,
<br />9-10=-3932/2002
<br />BOT CHORD 2-17=-1708/3783, 15-17=-1306/3020, 14-15=-850/2218, 12-14=-1307/2872,
<br />10-12=-1708/3560
<br />WEBS 6-14=-520/1153, 7-14=-763/574, 7-12=392/909, 9-12=-362/365, 6-15=-520/1153,
<br />5-15=-763/574, 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; Vuft=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 44-0-0 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 />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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />*
<br />using a Digital Signature.
<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-&0 tall by 2-0-0 wide
<br />will fit between the bottom chord and any other members, with BCDL=10.Opsf.
<br />Printed copies of this
<br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
<br />document are not considered
<br />2=943,10=943.
<br />signed and sealed and the
<br />7) '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 />Jb.quin VN1 Z PE N.A8182
<br />1611Tek fac. DBA .%7iTek CSA Ft. Cert66-"4
<br />16023 Sniugreg Ridge Re,
<br />Cit-t—field, \f0 6301?
<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 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 ANSUMI Quality Criteria, DSB-89 and SCSI Building Component 16023 Saingley Ridge Rd
<br />satisfy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017
<br />
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