| Date |
Text |
| 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. |
| | |
| | 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 |
