| Date |
Text |
| 2014-09-08 11:49:59 | THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC, |
| | FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM |
| | BEACH FIRE RESCUE. |
| | |
| | THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE |
| | DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE. |
| | ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS |
| | ARE SUBMITTED FOR PERMIT. |
| | |
| | THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE |
| | PROPOSED PROJECT. |
| | |
| | 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY |
| | WITH NFPA 241. |
| | |
| | 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY |
| | IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING |
| | ALL CONSTRUCTION ACTIVITIES. |
| | |
| | 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM |
| | ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION. |
| | ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND |
| | AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT |
| | WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS. |
| | |
| | 4. TRASH AND DEBRIS IS TO BE REMOVED FROM THE SITE |
| | DAILY OR MORE OFTEN TO REDUCE THE ACCUMULATION OF |
| | POTENTIAL LIFE AND FIRE SAFETY HAZARDS. |
| | |
| | 5. THE BUILDING CONSTRUCTION SHALL COMPLY WITH THE |
| | REQUIRERMENTS OF NFPA 130, FIXED GUIDEWAY TRANSIT AND |
| | PASSENEGER RAIL SYSTEMS AND NFPA 101, LIFE SAFETY CODE, |
| | FLORIDA 2010 EDITION; CHAPTER 12 NEW ASSEMBLY |
| | OCCUPANCIES. |
| | |
| | 6. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA |
| | 14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THIS |
| | STRUCTURE. SEPARATE SHOP DRAWINGS, ARE REQUIRED TO BE |
| | SUBMITTED, REVIEWED AND APPROVED BY THE FIRE PREVENTION |
| | BUREAU PRIOR TO ANY INSTALLATION. |
| | |
| | 7. A MONITORED FIRE ALARM SYSTEM IS REQUIRED FOR THIS |
| | STRUCTURE. SEPARATE SHOP DRAWINGS, ARE REQUIRED TO BE |
| | SUBMITTED, REVIEWED AND APPROVED BY THE FIRE PREVENTION |
| | BUREAU PRIOR TO ANY INSTALLATION. |
| | |
| | 8. KNOX-BOX KEY SYSTEM SHALL BE REQUIRED FOR THIS |
| | BUILDING. |
| | |
| | 9. COMPLETE LIFE SAFETY PLANS FOR THE BUILDING SHALL BE |
| | PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL |
| | DISTANCES, DEAD-END CORRIDORS AND ALL FIRE SAFETY |
| | EQUIPMENT. |
| | |
| | 10. OCCUPANT LOADS FOR ALL SPACES SHALL BE DETERMINED |
| | AND SUBMITTED WITH THE SUBMITTED PLAN AND WHEN APPROVED |
| | THEY ARE REQUIRED TO BE POSTED WHERE APPLICABLE. |
| | |
| | 11. A FIRE FLOW CALCULATION SHALL BE SUBMITTED SHAOWING |
| | ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS |
| | DEVELOPMENT AND BE CLEARLY INDICATED AND IDENTIFIED. |
| | |
| | 12. ALL FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTIONS |
| | (FDC,S) FOR THE PROJECT SHALL BE IDENTIFIED AND |
| | COORDINATED WITH THE BUREAU OF FIRE PREVENTION. |
| | |
| | 13. THE FIRE RATING OF ALL SHAFTS SHALL BE CLEARLY |
| | INDICATED ON THE BUILDING PLAN. |
| | |
| | 14. ALL VERTICAL AND HORIZONTAL FIRE SEPARATIONS FOR |
| | THIS BUILDING SHALL BE CLEARLY IDENTIFIED AND INDICATED |
| | ON THE PLANS. |
| | |
| | 15. ALL PORTABLE FIRE EXTINGUISHERS LOCATIONS SHALL BE |
| | CLEARLY IDENTIFIED AND INDICATED ON THE PLAN. |
| | |
| | 16. STAIR DETAIL SHALL BE PROVIDED INCLUDING MINIMUM |
| | RISE, RUN, AND TREAD DEPTH. |
| | |
| | 17. ALL DIMENSIONS OF EACH PROPOSED ROOM/SPACE SHALL BE |
| | INDICATED ON THE PLAN. |
| | |
| | 18. THE SERVICE YARD IS NOT A PUBLIC WAY AND EXITS CAN |
| | NOT BE ALLOWED TO DISCHARGE INTO THE AREA. |
| | |
| | 19. A COMMON PATH OF TRAVEL FROM THE PLATFORM ENDS |
| | SHALL NOT EXCEED 82 FT OR ONE CAR LENGTH, WHICHEVER IS |
| | GREATER. |
| | |
| | 20. THE CONCOURSE BRIDGE WIDTH SHALL MEET THE EXIT |
| | WIDTH REQUIREMENTS OF THE COMBINED OCCUPANCY LOAD |
| | LIMITS OF THE TRAIN PASSENGERS AND WAITING AREAS. A |
| | "SECURITY CHECKPOINT" IS LABLED ON THE CONCOURSE |
| | BRIDGE; ANY BARRIERS OR RESTRICTIONS FOR SECURITY |
| | REASONS SHALL BE COMPUTED INTO THE MEANS OF EGRESS |
| | CALCULATIONS AND APPROVED PRIOR TO INSTALLATION. |
| | |
| | 20. WHERE MEANS OF EGRESS ROUTES FROM SEPARATE |
| | PLATFORMS CONVERGE, THE SUBSEQUENT CAPACITY OF THE |
| | EGRESS ROUTE SHALL BE SUFFICIENT TO MAINTAIN THE |
| | REQUIRED EVACATION TIME FROM THE INCIDENT PLATFORM. |
| | |
| |
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