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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T30850258 <br />TTH27-33 <br />V05 <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 12:29:51 2023 Page 1 <br />I D:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC? P s B7OHg3NSgPgnL8w3u ITXbG K WrC Doi7J4zJ C?f <br />5-1-12 10-3-8 <br />5-1-12 5-1-12 <br />b <br />d <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 />GABLE END DETAILS AS APPLICABLE, OR CONSULT <br />8 7 6 <br />2x4 2x4 II 2x4 II 2x4 II 2x4 <br />LOADING (psf) <br />TCLL 20.0 <br />TCDL 7.0 <br />BCLL 0.0 ` <br />BCDL 10.0 <br />LUMBER - <br />TOP CHORD 2x4 SP No.2 <br />BOT CHORD 2x4 SP No.2 <br />OTHERS 2x4 SP No.3 <br />SPACING- <br />2-0-0 <br />CSI. <br />Plate Grip DOL <br />1.25 <br />TIC 0.14 <br />Lumber DOL <br />1.25 <br />BC 0.11 <br />Rep Stress Incr <br />YES <br />WB 0.10 <br />Code FBC2020/TP12014 <br />Matrix-SH <br />Scale = 1:16.5 <br />10-3-8 <br />10-3-8 <br />DEFL. <br />in (loc) <br />I/deft <br />L/d <br />PLATES GRIP <br />Vert(LL) <br />n/a <br />n/a <br />999 <br />MT20 244/190 <br />Vert(CT) <br />n/a <br />n/a <br />999 <br />Horz(CT) <br />0.00 5 <br />n/a <br />n/a <br />Weight: 35 lb FT = 20% <br />BRACING - <br />TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. <br />REACTIONS. All bearings 10-3-8. <br />(lb) - Max Horz 1=-50(LC 10) <br />Max Uplift All uplift 100 Ib or less at joint(s) 1, 5, 7 except 8=-160(LC 12), 6=160(LC 12) <br />Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 7, 8, 6 <br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. <br />WEBS 2-8=-168/341, 4-6=168/341 <br />NOTES- (8) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; VuR=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=3011; eave=4ft; Cat. <br />II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-12, Interior(1) 3-9-12 to 5-1-12, Exterior(2R) <br />5-1-12 to 8-1-12, Interior(1) 8-1-12 to 9-6-7 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 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 />(jt=lb) 8=160, 6=160. <br />8) '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 />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 />Joaquta Velez PE No.68182 <br />4Brek tuc. DBA MITek USA FL Cert6634 <br />16023 Swtugley Ridge Rd. <br />Cbestertield, MO 63017 <br />Date: <br />June 20,2023 <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 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 ANSI?Pl1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Svingley Ridge Rd <br />Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 <br />