![]() ![]() Stating that flood barriers for above project will be free from defects and workmanship for a period of five (5) years from date of substantial completion.Provide installation warranty in accordance with the contract documents.Provide manufacturer’s warranty in accordance with the contract documents.Submit ( ) 6” lengths of aluminum extrusions as requested by A/E.Provide structural calculations by a licensed structural engineer, P.E State of Florida, demonstrating structural compatibility with project requirements.Submit scaled shop drawings including all conditions of construction, location diagrams including identification of and spacing of anchorage, framing members, joinery and sealant details.Permanent sub-frame assemblies shall not be permissible. Provide for a fully removable system including all frame, sill and jamb assembly members.Debris Impact Force Resistance – Flood Barriers shall conform to the criteria for resisting a 1000 pound object at minimum Velocity of 8 Feet per second unless otherwise noted, as prescribed by FEMA Technical Bulletin 3-93.Hydrodynamic Force Resistance – Flood Barriers shall conform to the criteria for resisting lateral forces due to moving flood waters at a minimum Velocity of 8 Feet per second, unless otherwise noted, as set forth by FEMA Technical Bulletin 3-93.Hydrostatic Pressure Resistance – Flood Barriers shall conform to the criteria for resisting lateral forces due to hydrostatic pressure from Freestanding Water as set forth by FEMA Technical Bulletin 3-93.Assembly shall conform to the requirements for A and AE Zones as set forth by the NFIP.Provide Flood Proofing Certification for compliance and approval. All Barrier heights shall be finished to 12” above BFE.Base Flood Elevation (BFE) and Building Sub Elevations shall be furnished to Barrier Manufacturer by the Architect or Engineer of Record.Except as otherwise indicated, requirements for aluminum flood barriers, terminology, tolerances, standards of performance and workmanship are those specified in NFIP Section 60.3.Provide for a flood barrier and application that is structurally sound, impact resistant and conforming to applicable performance requirements described herein.NFIP Title 44 US Code of Federal Regulations, Section 60.3.American Architectural Manufacturers Association (AAMA) 501, 603.8, 605.2, 607.1.FEMA Design Manual for Retrofitting Flood-Prone Residential Structures #114. ![]()
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