2012-01-18 13:14:09 | 2100 NORTH FLORIDA MANGO ROAD |
| PERMIT #11030040 |
| MASTER #10080396 |
| REVIEW COMMENTS - FIRE DEPARTMENT |
| |
| PER NFPA 24, BUILDINGS LESS THAN 40 FT IN HEIGHT, A |
| BACKFLOW PREVENTER SHALL BE PERMITTED TO BE INSTALLED |
| CLOSER THAN 40 FT BUT AT LEAST AS FAR FROM THE BUILDING |
| AS THE HEIGHT OF THE WALL FACING THE BACKFLOW |
| PREVENTER. |
| |
| PROVIDE LOCKABLE CAPS ON FIRE DEPARTMENT CONNECTION. |
| PROVIDE WEATHERPROOF SIGNAGE FOR FIRE DEPARTMENT |
| CONNECTION. |
| |
| PROVIDE CHAIN AND LOCK ON BACKFLOW PREVENTER. |
| |
| THE HYDRAULIC CALCULATIONS SUBMITTED WERE NOT SIGNED |
| AND SEALED BY THE ENGINEER. |
| |
| DESIGN AREA #1 HAS LIGHT HAZARD SPACING UP TO 14.5'X14' |
| (203 SQ.FT.); HOWEVER, THE HYDRAULIC CALCULATIONS DO |
| NOT INDICATE ANY SPRINKLERS HAVING A FLOW OF 20.3 |
| GALLONS PER MINUTE. |
| |
| THE REDUCED AREA HYDRAULIC CALCULATIONS SUPPORT THREE |
| SPRINKLERS SUPPLIED FROM A 1-1/4" BRANCHLINE; HOWEVER, |
| SEVERAL BRANCH LINES HAVE ANYWHERE FROM 4-10 SPRINKLERS |
| LOCATED WITHIN A SPAN OF 37' FEET ON THE BRANCH LINE |
| WHICH WOULD RESULT IN A GREATER HYDRAULIC DEMAND ON THE |
| SYSTEM. PROVIDE HYDRAULIC CALCULATIONS SUPPORTING THE |
| ADDITIONAL SPRINKLERS. |
| |
| PROVIDE HYDRAULIC CALCULATIONS FOR THE ORDINARY HAZARD |
| AREA (STORAGE #18 AND #19). |
| |
| FOUR SOFFITS 8'-0" AFF DO NOT APPEAR TO HAVE COVERAGE. |
| SEE HALL #37 AND LOBBY #11 WITH ADJACENT RESTROOMS. |
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| SUBMIT PRODUCT DATA FOR SIDEWALL SPRINKLERS. ADD |
| SIDEWALL SPRINKLER COUNT TO SPRINKLER SCHEDULE. |
| |
| THE SPRINKLER RISER DOES NOT APPEAR TO BE ACCESSIBLE. |
| THE SPRINKLER RISER DETAIL DOES NOT INDICATE AN ALARM |
| CHECK VALVE OR WATERFLOW SWITCH, INSPECTOR'S TEST |
| CONNECTION, MAIN DRAIN, PRESSURE GAUGE ETC. |
| |
| WESLEY JOLIN |
| WEST PALM BEACH FIRE RESCUE |
| FIRE & LIFE SAFETY PLAN REVIEW |