| 2007-08-08 20:11:58 | PROJECT: 736 FLAMINGO DRIVE |
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| | PROJECT DETAIL: INSTALL 14 AWNINGS/NON-IMPACT |
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| | PLAN REVIEW: 2004 FLORIDA BUILDING CODE W/ 2006 |
| | REVISIONS |
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| | STATUS: FAILED |
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| | COMMENTS: |
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| | 1)PLEASE SHOW THAT THE AWNING STRUCTURAL FRAMING |
| | MEETS THE APPLICABLE WIND LOADS BASED ON RATIONAL |
| | ANALYSIS: |
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| | 3105.4.2 |
| | DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL BE BASED |
| | ON RATIONAL ANALYSIS, USING THE APPLICABLE WIND LOADS |
| | OF CHAPTER 16 AS SHOWN BELOW: |
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| | 3105.4.2.1 |
| | THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK |
| | REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND |
| | VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1. MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90 MPH |
| | 2. IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN LIFE |
| | OF 0.77. |
| | 3. EXPOSURE CATEGORY B FOR OR C AS DEFINED IN CHAPTER |
| | 16. |
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| | 2) PLEASE SUBMIT PHOTOGRAPHS INDICATING HOW THE FABRIC |
| | WILL BE QUICK RELEASED FROM THE FRAMING. |
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| | 3) STRUCTURES SHALL BE LABELED AS FOLLOWS: |
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| | 3105.5.3 |
| | STRUCTURES DESIGNED TO BE READILY REMOVED OR |
| | REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL |
| | BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR |
| | PAINTED INSTRUCTIONS TO THE OWNEROR TENANT |
| | TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF |
| | DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE |
| | U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR |
| | ALERT. |
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| | 4) PLEASE SHOW CONNECTION DETAIL OF CAMEL BACK TO |
| | MAINFRAME OF EXISTING STRUCTURE: |
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| | A) ANCHOR TYPE, DIAMETER, AND LENGTH. |
| | B) MINIMUM ANCHOR EMBEDMENT INTO MASONRY/WOOD |
| | STRUCTURE. |
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| | 5) SATISFY PLANING AND ZONING REQUIREMENTS. |
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| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
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