| Date |
Text |
| 2004-11-12 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | FBC 1504.1WIND RESISTANCE OF MODIFIED |
| | BITUMEN ROOFING SYSTEM.PAGE 15 OF THE |
| | SUBMITTED JOHN MANSVILLE MODIFIED |
| | BITUMEN ROOFING SYSTEM NOA# 01-0628.14 |
| | STATES THAT THE MAXIMUM DESIGN PRESSURE |
| | FOR THE PROPOSED SYSTEM IS -52.5 PSF. |
| | THE DESIGN PRESSURE REQUIRED IS -80 PSF |
| | (REF: FIG. 9 OF RWDI WIND LOAD STUDY |
| | REPORT #03-1042 DATED 12/20/04 |
| | SUBMITTED |
| | UNDER THE BUILDING PERMIT# 02040459). |
| | SUBMIT A PRODUCT APPROVAL FOR A ROOFING |
| | SYSTEM WITH A DESIGN PRESSURE OF -80 |
| | PSF |
| | OR BETTER.IT IS NOTED THAT GENERAL |
| | LIMITATION #7, ON PAGE 22 OF THE NOA, |
| | ALLOWS ENHANCED UPLIFT PRESSURES AT |
| | CORNERS AND PERIMETER IF FASTENER |
| | DENSITIES ARE INCREASED. |
| | |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
