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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961923
<br />TTH56-63
<br />T09
<br />Common Supported Gable
<br />14
<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 17:06:38 2023 Page 1
<br />I D:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDci7J4zJC?f
<br />-�1-0-Q 21-6-0 43-0-0
<br />-0- 21-6-0 21-6-0
<br />Scale = 1:73.0
<br />5x6 =
<br />5.00 12 13 14
<br />I�
<br />3x6 = 3x6 =
<br />45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
<br />3x6 = 3x6 =
<br />LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
<br />TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 1 n/r 120 MT20 244/190
<br />TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 1 n/r 120
<br />BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 24 n/a n/a
<br />BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH 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 Ib or 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 farces 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 (cads 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 ANS11TPI 1.
<br />4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />This item has been
<br />to the use of this truss component.
<br />electronically signed and
<br />5) All plates are 2x4 MT20 unless otherwise indicated.
<br />sealed by Velez, Joaquin, PE
<br />6) Gable requires continuous bottom chord bearing.
<br />7) Gable studs spaced at 2-0-0 oc.
<br />using a Digital Signature.
<br />8) This truss has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads.
<br />Printed Copies of this
<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 />document are not considered
<br />will fit between the bottom chord and any other members.
<br />Signed and Sea led and the
<br />10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at 2, 36, 39, 40, 41,
<br />l
<br />signature
<br />nature must e verified
<br />42, 44, 34, 31, 30, 29, 28, 26, 24 except (jt=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 atjoint(s) 24.
<br />on any electronic copies.
<br />12) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />Jo.quin Velez PE No.68182
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />?Biek luc. DBA MMIlk CSA FL Cett 6634
<br />16023 Ssvtngle) Ridge Rd.
<br />Chesterfield. ]10 63017
<br />Date:
<br />October 27,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE.
<br />Design valid for use only with MiTek® connectors. This design is based onty upon parameters shown, and is for an individual building component, not MiTek"
<br />a truss system. Before use, the building designer must verify the applicabifity 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 pproperrtyly damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP I Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314,434.1200 / MiTek-US.com
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