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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30256138
<br />TTH23-26
<br />T09
<br />Common Supported Gable
<br />6
<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 08:43:51 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-pCzhbg?G?UI66XdV?Hi08wuvbOfjMcdA JnWA5zTUjc
<br />1 0 p 21-" 43-0-0
<br />21-6-0 21-6-0
<br />Scale = 1:73.4
<br />5x6 =
<br />5.00 12
<br />13 14
<br />9I
<br />0
<br />3x6 = 45 44 43 42 41 40 39 37 36 35 34 33 31 30 29 28 27 26 25 3x6 =
<br />38 32
<br />3x6 = 3x6 =
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />CSI.
<br />TCLL
<br />20.0
<br />Plate Grip DOL
<br />1.25
<br />TC 0.17
<br />TCDL
<br />7.0
<br />Lumber DOL
<br />1.25
<br />BC 0.18
<br />BCLL
<br />0.0
<br />Rep Stress Incr
<br />YES
<br />WB 0.11
<br />BCDL
<br />10.0
<br />Code FBC20201TPI2014
<br />Matrix-SH
<br />43-0-0
<br />43-0-0
<br />DEFL. in (loc) Vdefl Ud
<br />Vert(LL) -0.00 1 n/r 120
<br />Vert(CT) 0.00 1 n/r 120
<br />Horz(CT) 0.01 24 n/a n/a
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 271 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br />BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br />OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 13-35, 12-36, 14-34
<br />REACTIONS. All bearings 43-0-0.
<br />(lb) - Max Horz 2=297(LC 11)
<br />Max Uplift All uplift 100 lbor less at joint(s) 2, 36, 39, 40, 41, 42, 44, 34, 31, 30, 29, 28, 26, 24 except
<br />37=-104(LC 12), 43=-104(LC 12), 45=153(LC 12), 33=-104(LC 12), 27=-107(LC 12), 25=-179(LC 12)
<br />Max Grav All reactions 250 lb or less at joint(s) 2, 35, 36, 37, 39, 40, 41, 42, 43, 44, 34, 33, 31, 30, 29,
<br />28, 27, 26, 24 except 45=258(LC 17), 25=271(LC 18)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 9-10=-113/307, 10-11=-128/376, 11-12=-152/448, 12-13=176/512, 13-14=176/512,
<br />14-15=-152/448, 15-16=-128/376, 16-17=-104/307
<br />WEBS 3-45=-180/332, 23-25=-186/377
<br />NOTES- (12)
<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=2ft; Cat.
<br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-0-0 to 3-6-0, Exterior(2N) 3-6-0 to 21-6-0, Comer(3R)
<br />21-6-0 to 25-9-10, Exterior(2N) 25-9-10 to 43-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
<br />Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
<br />4) 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 />5) All plates are 2x4 MT20 unless otherwise indicated.
<br />6) Gable requires continuous bottom chord bearing.
<br />7) Gable studs spaced at 2-0-0 oc.
<br />8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />9) . 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 />10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 39, 40, 41
<br />42, 44, 34, 31, 30, 29, 28, 26, 24 except Gt=lb) 37=104, 43=104, 45=153, 33=104, 27=107, 25=179.
<br />11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24.
<br />12) "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 />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 />Joagelu Cel- PE N-a.69182
<br />NUTek lac. DBA 3BTek USA FL C'ert 66,34
<br />16023 Svnf gje}* Ridge Rd.
<br />chesterfiew, !10 6301'
<br />Date:
<br />April 7,2023
<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 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 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 ANS11TP11 Quality Cohorts, DSB-89 and SCSI Building Component 16023 Saingley Ridge Rd
<br />Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MD 63017
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