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' <br /> systems, DESIGN CALCULATIONS <br /> FOR <br /> YOUR CBD ST RE <br /> 11 <br /> GENERAL NOTES: <br /> 1. Design is in accordance with the Florida Building Code 6th Edition(2017 <br /> for use within and outside the High Velocity Hurricane Zone(HVHZ). <br /> 2. Wind loads have been calculated per the requirements of ASCE 7-10 as <br /> shown herein. <br /> 3. These engineering calculations pertain only to the structural integrity oi <br /> those ponents,and/or other construction explicitly Index: <br /> specified herein and/or in accompanying engineering drawings. The <br /> existing host structure(if any)is assumedmoe in good condition, Pg I cover <br /> capable of supporting the loaded system,""^o=^`to building departmer t P82 Wind Loads <br /> approval.— N- --r—`'--- expressed — implied,' ----'-- '--n pga Anchor Design <br /> 4. System components shall oeax noted herein. All references nonamed pg4 Alum Tube Frame <br /> components and installation shall conform to manufacturer's or inclust <br /> specifications as summarized herein. <br /> ^m^^ <br /> S. <br /> "tl�u h seal valid <br /> p% , . <br /> required or a separate site-specific engineering evaluation performed. % t�VA T <br /> . Aluminum components—contact with steel_ _embedded —concrete <br /> shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 6 a <br /> Part 1. Steel components in contact with, but not encased in,concrete <br /> shall be coated,painted,or otherwise protected against corrosion. <br /> 7. Engineer seal affixed hereto validates structural design as shown only. 0'- A-ID <br /> Use of this specification by contractor,et.Al, indemnifies and saves :i�'.- <br /> harmless this engineer for all costs&damages including legal fees& <br /> apellate fees resulting from deviation from this design. Ea u <br /> Boca Raton,FL 33432 Ea»y Seals.cl <br /> Page 1 <br />