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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T30850260 <br />TTH27-33 <br />V07 <br />GABLE <br />1 <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 12:29:53 2023 Page 1 <br />I D: t P uYCeVfQTfYt3OC?ZvfnpzlG U H-RfC?P sB7OHg3N Sg P gnL8w3u ITXbG K WrC Doi7J4zJ C?f <br />7-3-12 14-7-8 <br />7-3-12 7-3-12 <br />Scale = 1:23.7 <br />4x4 —_ TRUSS DESIGNED FOR WIND LOADS IN THE PLANE <br />OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND <br />(NORMAL TO THE FACE), SEE STANDARD INDUSTRY <br />5 GABLE END DETAILS AS APPLICABLE, OR CONSULT <br />6.00 <br />17 <br />FIT <br />3 <br />18 <br />4 <br />6 <br />QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. <br />7 <br />19 <br />20 <br />1 <br />2 <br />8 <br />9 <br />d <br />d <br />3x4 i <br />16 <br />15 <br />14 <br />13 <br />12 <br />11 <br />10 <br />3x4 <br />14-7-8 <br />14-7-8 <br />LOADING (psf) <br />SPACING- <br />2-0-0 <br />CSI. <br />DEFL. <br />in <br />(loc) I/deft <br />L/d <br />PLATES <br />GRIP <br />TCLL <br />20.0 <br />Plate Grip DOL <br />1.25 <br />TC <br />0.09 <br />Vert(LL) <br />n/a <br />n/a <br />999 <br />MT20 <br />244/190 <br />TCDL <br />7.0 <br />Lumber DOL <br />1.25 <br />BC <br />0.08 <br />Vert(CT) <br />n/a <br />n/a <br />999 <br />BCLL <br />0.0 <br />Rep Stress Incr <br />YES <br />WB <br />0.07 <br />Horz(CT) <br />0.00 <br />9 n/a <br />n/a <br />BCDL <br />10.0 <br />Code FBC2020/TP12014 <br />Matrix-SH <br />Weight: 64 lb <br />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 <br />REACTIONS. All bearings 14-7-8. <br />(lb)- Max Horz 1=112(LC 11) <br />Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 12, 11 except 16=146(LC 12), 10=146(1-C 12) <br />Max Grav All reactions 250 lb or less atjoint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />NOTES- (9) <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=30ft; eave=4ft; Cat. <br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-3-12, Exterior(2R) 7-3-12 <br />to 10-3-12, Interior(1) 10-3-12 to 13-11-15 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 speck <br />to the use of this truss component. <br />4) All plates are 2x4 MT20 unless otherwise indicated. <br />5) Gable requires continuous bottom chord bearing. <br />6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />7) ' 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 />8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14, 15, 12, This item has been <br />11 except (jt=lb) 16=1 46, 1 0=1 46. electronically signed and <br />9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 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 />Jongrdo Velez PE \0.68182 <br />.NbTek Inc. DBA NIffek USA Fl. Cert 604 <br />1602.1 Swingley Ridge Rd. <br />Cheet-field. MO 63017 <br />D.te: <br />June 20,2023 <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 verity 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 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 ANSkTPlf Quality Criteria, OSB-89 and SCSI 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 <br />