| Date |
Text |
| 2014-10-01 16:33:44 | 6701 NORTH JOG ROAD - MAINTENANCE BUILDING |
| | PERMIT #14090429 |
| | RACK #14080063 |
| | MASTER #12030240 |
| | REVIEW COMMENTS - FIRE DEPARTMENT |
| | |
| | THE PLANS INDICATE A REQUIRED DENSITY OF 0.23 |
| | GPM/SQ.FT. OVER 2500 SQ.FT. PER FIGURE 16.2.1.3.2(C) |
| | USING CURVE A; HOWEVER, CURVE A REQUIRES |
| | HIGH-TEMPERATURE CEILING SPRINKLERS. PER SPRINKLER |
| | PERMIT #12030242, THE CEILING SPRINKLERS ARE ORDINARY |
| | TEMPERATURE (155F). THE USE OF ORDINARY TEMPERATURE |
| | SPRINKLERS REQUIRES THE DESIGNER TO UTILIZE CURVE B OF |
| | FIGURE 16.2.1.3.2.(C). A DESIGN AREA OF 2500 SQ.FT. |
| | CORRESPONDS TO A DENSITY OF 0.26 GPM/SQ.FT. |
| | |
| | INDICATE WHAT MEANS/METHODS ARE IN PLACE TO LIMIT THE |
| | HIGH-PILED STORAGE TO 18.5 FEET ABOVE FINISHED FLOOR SO |
| | DENSITY CAN BE REDUCED TO 87% PER FIGURE 16.2.1.3.4.1. |
| | |
| | IN-RACK SPRINKLERS SHALL BE LOCATED AT AN INTERSECTION |
| | OF TRANSVERSE AND LONGITUDINAL FLUES WHILE NOT |
| | EXCEEDING THE MAXIMUM SPACING RULES. |
| | |
| | HAS AN INCREASED DESIGN AREA OR SKEWED OPERATING |
| | PATTERN BEEN CONSIDERED TO ACCOUNT FOR THE CEILING |
| | SLOPE EXCEEDING 2 IN 12? THE SPRINKLER SYSTEM CRITERIA |
| | SPECIFIED IN CHAPTER 12 AND CHAPTERS 14 THROUGH 20 ARE |
| | INTENDED TO APPLY TO BUILDINGS WITH CEILING SLOPES NOT |
| | EXCEEDING 2 IN 12 (16.7 PERCENT) PER NFPA 13 SECTION |
| | 12.1.2 - CEILING SLOPE. |
| | |
| | PROVIDE A SPRINKLER DETAIL OR ELEVATION SHOWING THE |
| | SPRINKLER PLACEMENT WITHIN THE RACKS. |
| | |
| | NO HYDRAULIC CALCULATIONS SUBMITTED. |
| | |
| | WESLEY JOLIN |
| | ASSISTANT FIRE MARSHAL |
| | WEST PALM BEACH FIRE RESCUE |
| | [email protected] |
| | (561) 805-6730 |
