HomeMy WebLinkAboutREVIEWED, UPDATED esealCOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC.
PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER
THOMAS P. ARNETT, P.E.
LICENSE No. #46043
FLORIDA ALUMINUM
ENGINEERING, INC.
5601 MARINER STREET SUITE 240
TAMPA FL. 33609
TEL: (813) 374-2403
FAX: (813) 374-4516
FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 LI
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ERFLORIDA This item has beenelectronically signed and sealedby T.P. Arnett, PE. using aDigital Signature with date andtime. Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.2.ASCE 7-16.Loading Criteria1.Wind Load:1.1.Building Occupancy Category, Section 1604.5 and Table1604.5: Risk Category 2.1.2.Ultimate Design Wind Speed: VULT = 170 MPH, NominalDesign Wind Speed: VASD = 132 MPH as required by localjurisdiction.1.3.Exposure Category, Section 1609.4.3: Exposure DScope of Work:1.Replacement of (4) Non-Impact Single Hung Windows andAccordion Shutters2.Not within 20ft of building corner unless noted.Builder / Permit Application is to provide Florida Product Approvalsmeeting required design pressures.CONTRACTOR: MLG Contracting, LLCDESIGN CRITERIA:A-1SOLOMON
9550 S OCEAN DRIVE
UNIT #1609
JENSEN BEACH
FL 34987TP----04/23/21