| Date |
Text |
| 2003-08-14 00:00:00 | DENIED |
| | REFERENCE: FBC-2001 PLUMBING |
| | FBC-2001 BLDG. |
| | FLORIDA STATUTES |
| | CITY CODE |
| | |
| | 1) SHT P-1 CONTACT RODNEY COMPO ENVIRON- |
| | MENTAL COMPLIANCE, FOR SIZING THE GREASE |
| | INTERCEPTOR. CITY WASTE ORD. #2938-96. |
| | (561) 837-4074. OR IN HIS ABSENCE CALL |
| | MARI ORTIZ (561) 837-4061. |
| | 2) SHT P-1 WATER FILTERS SHALL BE "NSF" |
| | COMPLIANT. MANUFACTURE INFO REQUIRED. |
| | SUBMIT SPEC. SHEETS. |
| | 3) SHT P-1 & SHT P-2 FD1 BY MAIN ENTRAN- |
| | CE STATES 15' MAX. FROM VENT. TABLE NO. |
| | 906.1 SHOWS MAX. 10' FROM VENT. |
| | 4) SHT P-1 FLOOR DRAIN IN DUMPSTER PAD. |
| | INFORMATION REQUIRED AS TO HOW THE RAIN |
| | WILL BE KEPT OUT OF GREASE LINE. IF UN- |
| | ABLE TO KEEP RAIN OUT, THE DRAIN FOR THE |
| | DUMPSTER PAD WILL NOT BE APPROVED. |
| | 5) SHTS P-1 & P-2 FLOOR DRAINS ARE NOT |
| | APPROVED INDIRECT WASTE INTERCEPTORS. A |
| | FLOOR SINK OR HUB DRAIN SHALL BE REQUIR- |
| | ED. SECTIONS 802.1, 802.3, & 802.3.2. |
| | FLOOR SINKS & HUB DRAIN SHALL BE LOCATED |
| | SO AS NOT TO BE A TRIPPING HAZARD UNDER |
| | TABLES OR FIXTURES. |
| | 6) SHT P-2 WATER HEATER DETAIL, THERMAL |
| | EXPANSION CONTROL IS REQUIRED. SECTION |
| | 607.3.2 |
| | 7) SHT P-3 WATER SUPPLY ISOMETRIC, AIR |
| | CHAMBERS ARE NOT APPROVED. DELETE FROM |
| | ISOMETRIC. SECTION 604.9 WATER HAMMER |
| | ARRESTORS REQUIRED AT QUICK CLOSING |
| | VALVES, (ICE MAKERS, DISHWASHERS ECT), |
| | SHALL BE LOCATED NEAR THE FIXTURES IN AN |
| | "EFFECTIVE RANGE" NOT AT THE TOP OF THE |
| | DROPS IN THE CEILING. PDI-WH 201 AND |
| | MANUF. INSTALLATION INSTRUCTIONS. |
| | 8) SEPARATE PERMITS REQUIRED FOR GREASE |
| | TRAP AND IRRIGATION. |
| | 9) ALL SHEETS SEE ATTACHED SHEETS CON- |
| | CERNING TITLE BLOCKS. 61G15-23.002(2) |
| | SEE HIGHLIGHTED SECTION. |
| | 10) SHT C-3 WATER, WASTEWATER, UTILITIES |
| | NOTE #2 INDICATES A IRRIGATION WELL, BUT |
| | SHTS L-2 & L-3 INTICATES A METER & BACK- |
| | FLOW. PLEASE CLAIRFY. |
| | 11) SHT A-1 SHOW CLEAR FLOOR SPACE FOR |
| | HDCP FIXTURES AND TURNING SPACE PER SEC |
| | 11-4.22.3 |
| | 12) SHT A-3 SUBMIT CALCULATIONS FOR |
| | PRIMARY AND SECONDARY ROOF DRAINS. SHOW |
| | SQUARE FOOTAGE OF ROOF, AND ADD 1/2 AREA |
| | OF ALL VERTICAL WALLS IN CALCULATIONS. |
| | SECTIONS 1106 & 1107 AND ALL SUBSECTIONS |
| | 13) SHT A-3 ONLY OVERFLOW SCUPPER SHOWN |
| | ON ROOF PLAN. SECTION 1503.4.2 STATES |
| | THAT OVERFLOW SCUPPERS SHALL BE LOCATED |
| | AS CLOSE AS PRACTICAL TO REQUIRED VERTI- |
| | CAL LEADERS OR DOWNSPOUTS. (SEE ATTACHED |
| | SHEET). PLEASE CLAIRFY. - IF ONLY OVER- |
| | FLOW SCUPPER IS USED MINIMUM SIZE SHALL |
| | BE 5"X16" - 76"SQ IN REQUIRED. |
| | 14) SPECIFICATION WORK SHEETS FROM DBPR |
| | ARE REQUIRED ON EACH SET OF PLANS. WHEN |
| | REVIEW MORE COMMENTS MAY BE ADDED. SUB- |
| | MIT WORK SHEETS AT NEXT RESUB TO THE |
| | CITY WPB FOR REVIEW. |
| | |
| | REVIEW BY KEN STEVENS |
| | (561) 805-6721 |
| | FAX (561) 653-2692 |
| | E-MAIL [email protected] |
