| Plan Review Notes For Permit 09050350 |
| Permit Number |
09050350 |
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| Review Stop |
B |
| Sequence Number |
1 |
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| Notes |
| Date |
Text |
| 2009-05-26 16:32:38 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2007 | | | FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL | | | | | | 1. SEE FBC108.1.3.6; TEMPORARY INSTALLATION OF | | | HURRICANE PROTECTION OVER EXITS ARE PERMITTED IN GROUP | | | R OCCUPANCY ONLY. THIS APPEARS TO BE GROUP B (SEE FBC | | | CHAPTER 3). HOWEVER, SEE FBC1008.1.3.5. THE ROLLDOWN | | | SHUTTER COULD BE CONSIDERED A "SECURITY GRILL" IF IT | | | MEETS THE PROVISIONS OF THIS SECTION. PLEASE NOTE ON | | | THE PLAN HOW THE ROLL UP SHUTTER CAN BE OPENED FROM THE | | | INSIDE. | | | | | | 2. SEE SHEET 4 OF THE ROLL UP SHUTTER. A FACTOR OF .86 | | | IS TO BE APPLIED IF THE EDGE DISTANCE IS LESS THAN 3 | | | 1/2". | | | | | | 3. THIS APPEARS TO BE EXPOSURE C, FBC R301, FBC 1609, | | | ASCE7-05. PLEASE REVISE;. | | | | | | 4. 3.2KSI REQUIRED FOR CONCRETE STRENGTH, SEE NOTE 9, | | | PAGE 11 OF THE ACCORDION PRODUCT APPROVAL. HOW HAVE YOU | | | DETERMINED THAT THE CONCRETE IN THIS STRUCTURE MEETS | | | THIS REQUIREMENT? ANCHOR SPACING FOR CONCRETE BLOCK MAY | | | BE USED IN LIEU OF SHOWING MINIMUM 3200PSI CONCRETE | | | STRENGTH. | | | |
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