| Date |
Text |
| 2008-01-28 12:15:13 | 2004 FBC W/2007 REVISIONS |
| | ADDITION AND LEVEL 2 ALTERATIONS |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3)SUBMIT ENERGY CALCULATIONS AS REQUIRED BY 2004 FBC |
| | SECTION 13-6. NOTE: IN ADDITION TO THE SIGNATURE OF THE |
| | PREPARER, THE OWNER/AGENT IS ALSO REQUIRED TO SIGN AND |
| | DATE THE FORM. |
| | |
| | 4) SHOW COMPLIANCE OF THE BATHROOM WINDOWS WITH R308.4 |
| | HAZARDOUS LOCATIONS. |
| | THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS |
| | LOCATIONS FOR THE PURPOSES OF GLAZING : 5. GLAZING |
| | IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, |
| | SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN |
| | ANY PART OF A BUILDING WALL ENCLOSING THESE |
| | COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE |
| | GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED |
| | VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. |
| | |
| | 5) PLEASE UPDATE THE CODE EDITION ON SHEETS 1 AND 2. |
| | THE CURRENT CODE IS THE 2004 FBC W/2007 REVISIONS. |
| | |
| | 6) THE FOUNDATION NOTES ON SHEET 6 SPECIFY 2500 PSF AS |
| | THE REQUIRED SOIL BEARING CAPACITY AND THE DETAILS ON |
| | SHEETS 6,7,8,15 AND 16 SPECIFY THE SOIL COMPACTION AS |
| | 2000 PSF. PLEASE CORRECT. 2004 FBC 106.1.1* CITY |
| | AMENDMENTS |
| | |
| | 7) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR |
| | TERMITES. |
| | IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS: |
| | 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS |
| | THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| | MASONRY FOUNDATION SIDEWALL. |
| | 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE |
| | INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH |
| | RAMPS ONLY. |
| | 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO |
| | AND GARAGE SLABS AND ENTRY AREAS. |
| | |
| | 8) THE FOOTING SCHEDULE ON SHEET 6 REFERS DETAILS ON |
| | PAGE 6, HOWEVER, THESE FOOTING DETAILS ARE ON SHEET 7. |
| | PLEASE CORRECT |
| | |
| | 9)THE KCC AND KECC COLUMN CAP CONNECTORS ARE |
| | INCORRECTLY SPECIFIED AS SIMPSON PRODUCTS AND THEY ARE |
| | MADE BY USP. THE UPLIFT VALUES ARE ALSO INCORRECT. THE |
| | KCC 44 HAS UPLIFT OF 3920 AND KECCLL HAS UPLIFT OF |
| | 1750. SEE LATEST USP CATALOG OR THEIR WEBSITE. |
| | |
| | 10) SUBMIT THE INSTALLATION DRAWINGS FOR THE STORM |
| | PANLES AS REQUIRED BY FAC RULE 9B-72. SPECIFY THE MOUNT |
| | TYPE, THE ANCHOR TYPE, ANCHOR SPACING, EDGE DISTANCE BY |
| | CIRCLING THE APPROPRIATE ITEMS ON THE INSTALLATION |
| | DRAWINGS AND TABLES. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
