| Date |
Text |
| 2010-02-10 15:10:40 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2007 |
| | FBC EB FLORIDA BUILDING CODE 2007 EXISTING BUILDING |
| | CODE |
| | FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2007 |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FS FLORIDA STATUTE |
| | |
| | FROM PREVIOUS LIST: |
| | |
| | 1. THE GENERATOR INFORMATION STATES THAT THE ENCLOSURE |
| | MEETS WIND LOAD ANALYSIS FOR ASCE7-88, WIND VELOCITY |
| | 150. ASCE7-88 USED FASTEST MILE, WHICH CONVERTED TO 3 |
| | SECOND GUST WOULD BE 130MPH. THE CITY OF WEST PALM |
| | BEACH LIES ENTIRELY WITHIN THE 140MPH ZONE. ALSO, IT |
| | APPEARS THAT THIS IS LOCATED IN EXPOSURE C (LARGE BODY |
| | OF WATER TO THE EAST, SEE DEFINITION OF EXPOSURE C |
| | REVISED IN FBC2007 AND ASCE7-05). |
| | |
| | INSTALLATION - AND ENCLOSURE - IS TO RESIST WIND LOADS |
| | (SLIDING, OVERTURNING) FBC1609. PROVIDE INSTALLATION |
| | SPECIFICATION TO COMPLY WITH FBC1609, AND DECLARE WIND |
| | DESIGN CRITERIA PER FBC1603.1.4. |
| | |
| | 2ND & 3RD REVIEWS: |
| | |
| | THE SECOND PORTION OF THE COMMENT WAS ADDRESSED WITH |
| | THE ENGINEERING FROM PAUL KING, PE. |
| | |
| | THE FIRST PORTION OF THE COMMENT HAS NOT BEEN |
| | ADDRESSED. THE ENGINEERING PROVIDED CALCULATIONS FOR |
| | THE ATTACHMENT OF THE GENERATOR TO THE SLAB, BUT THE |
| | COMMENT IS THAT THE ENCLOSURE IS TO MEET WIND DESIGN |
| | CRITERIA AND THE GENERATOR DOCUMENTATION DOES NOT SHOW |
| | COMPLIANCE WITH THAT REQUIREMENT. |
| | |
| | PLEASE SHOW HOW THE GENERATOR ENCLOSURE IS DESIGNED TO |
| | RESIST WIND LOADS. |
| | |
