| Plan Review Notes For Permit 15020119 |
| Permit Number |
15020119 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2015-05-11 13:25:05 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | FROM PREVIOUS LIST: | | | | | | 1. PROVIDE A STRUCTURAL DETAIL FOR THE EXISTING SLAB, | | | ANCHORING FOR PROPOSED FUEL TANK AND GENERATOR. SLAB TO | | | RESIST DEAD LOADS, TANK AND GENERATOR TO RESIST SLIDING | | | AND OVERTURNING CAUSED BY WIND LOADS, FBC 1609. | | | | | | 2ND REVIEW, PLAN STATES THAT THE ENCLOSURE IS TO COMPLY | | | WITH 170MPH EXPOSURE D. | | | | | | THE GENERATOR IS TO ALSO RESIST WIND LOADS. ANCHORING | | | PER THE PLAN IS "PER MANUFACTURER'S INSTRUCTIONS." THIS | | | WAS NOT PROVIDED. THE ANCHORING FOR THE GENERATOR IS TO | | | BE VERIFIED BY A FLORIDA PE THAT THE ANCHORING METHOD | | | PER MANUFACTURER MEETS THE 170MPH EXPOSURE C MINIMUM | | | REQUIREMENT. SINCE THE MANUFACTURER'S INSTRUCTIONS HAVE | | | NOT BEEN PROVIDED, IT CANNOT BE DETERMINED AT THIS TIME | | | WHETHER OR NOT THE MANUFACTURER'S SPECIFICATION IS | | | VERIFIED BY A FLORIDA PE. | | | | | | |
|
