Laserfiche WebLink
Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T31961927 <br />TTH56-63 <br />Vol <br />GABLE <br />1 <br />1 <br />Job Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, <br />5-6-8 <br />2x4 <br />8.630 s Aug 30 2023 MiTek Industries, Inc. Thu Oct 26 17:06:43 2023 Page 1 <br />I D:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-RfC?PsB7OHg3N SgPgnL8w3ulTXbGKMCDoi7J4zJC?f <br />11-1-0 <br />4x4 = <br />2x4 11 2x4 11 2x4 11 <br />2x4 <br />Scale = 1:17.8 <br />•d <br />0 <br />LOADING (psf) <br />TCLL 20.0 <br />TCDL 7.0 <br />BCLL 0.0 <br />BCDL 10.0 <br />SPACING- 2-0-0 <br />Plate Grip DOL 1.25 <br />Lumber DOL 1.25 <br />Rep Stress Incr YES <br />Code FBC2020/TP12014 <br />CSI. <br />TC 0.17 <br />BC 0.13 <br />WB 0.11 <br />Matrix-SH <br />DEFL. in floc) I/deft Ud <br />Vert(LL) n/a n/a 999 <br />Vert(CT) n/a n/a 999 <br />Horz(CT) 0.00 5 n/a n/a <br />PLATES GRIP <br />MT20 244/190 <br />Weight: 38 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 6-0-0 oc bracing. <br />OTHERS 2x4 SP No.3 <br />REACTIONS. All bearings 11-1-0. <br />(lb) - Max Horz 1=55(LC 11) <br />Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-184(LC 12), 6=184(1_C 12) <br />Max Grav All reactions 250 Ito or less at joint(s) 1, 5, 7 except 8=279(LC 1), 6=279(LC 1) <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />WEBS 2-8=-187/368, 4-6=187/368 <br />NOTES- (8) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; VuK=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=301t; eave=4ft; Cat. <br />II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 5-6-8, Exterior(2R) 5-6-8 to <br />8-6-8, Interior(1) 8-6-8 to 10-3-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and <br />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) Gable requires continuous bottom chord bearing. <br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <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 />will fit between the bottom chord and any other members. <br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except <br />This item has been <br />(jt=lb) 8=184, 6=184. <br />electronically signed and <br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any <br />sealed by Velez, Joaquin, PE <br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." <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 />1-riahr Velez PE N0.68181 <br />\BTek lea. DBA S1lTek ('SA FL CCen 6634 <br />16023 Soiuglec Ridge Rd. <br />ChrslrrGeld. N10 63017 <br />Darr: <br />October 27,2023 <br />A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 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 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 ppropertrtyy damage. For general guidance regarding the 16023 Swingley Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTrl1 Qual Criteria and guidance <br />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 <br />