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HomeMy WebLinkAboutLOT # 7 TRUSSES REPAIR Pag 1IIMIT'mrt MiTek. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 75579 - ACQUA VISTA Site lnformation: Customer lnfo: SION HOMES CONSTRUCTION Project Name: LOT 7 License #: State: LoUBlock:Subdivision: ACQUA VISTA Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, lf there is one, for the building. Name: Address: City: General Truss Engineering Criteria & Design Loads (lndividual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC?017 nPl2014 WindCode: ASCET-10 Roof Load: 45.0 psf Design Program: MiTek 20/20 8.1 Wind Speed: 170 mph Floor Load: N/A psf MiTek USA, lnc. 6904 Parke East Blvd. Model: Tampa, FL 33610-4115 -...'tli#.yru =t *: i* -=r;*!; -ry. srarr or j-T 4r*ltr Philig J. 0'Resan PE N0.5812& Milek U$\ lllc. tL Cc.t 8634 6gN Prrke ea$ 8lvd. la*}pa FL 33610 Bate: This package includes 4 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31 .003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date1 T21449510 JC 9t30t202 T21449511 JC3 9t30t203 121449512 JCs 9t30t204 T21449513 KJC 9t30t20 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28,2021. IMPORTANT NOTE: The seat on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.9., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any proiect specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. September 30,2020 ORegan, Philip 1of I