| Plan Review Notes For Permit 14011291 |
| Permit Number |
14011291 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2014-01-24 07:10:19 | 2010 FBC | | | | | | DENIED BY BUILDING | | | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE STRUCTURE AND | | | THE SLOPE OF THE PITCHED ROOF. FBC R301.2.1 | | | | | | 2) SPECIFY THE SQUARE FOOTAGE OF THE SLOPED ROOF AND OF | | | THE FLAT ROOF. CITY AMENDMENTS 109.3 | | | | | | 3) THE STRUCTURE IS LOCATED IN A 170 MPH VULT WIND | | | SPEED AND IN EXPOSURE CATEGORY C. ACCORDING TO THE | | | ROOFING SYSTEM SPECIFIED ON PAGE 28 OF NOA NO. | | | 13-0204.03 THAT WAS SUBMITTED THE MAXIMUM DESIGN | | | PRESSURE IS -52.5 PSF, WHICH IS NOT ADEQUATE FOR THE | | | CORNER AND PERIMETER ROOF AREA UPLIFT PRESSURES. | | | LIMITATION #7 ON SHEET 32 OF THE NOA ALLOWS FOR | | | INCREASED FASTENER DENSITIES WHEN CALCULATED USING RAS | | | 117 CALCULATIONS. SUBMIT TWO SETS OF SIGNED AND SEALED | | | RAS 117 CALCULATIONS AS SPECIFIED IN LIMITATION # 7 OF | | | THE NOA. FBC R301.2.1 | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
|
