| Date |
Text |
| 2015-11-05 09:21:40 | THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC, |
| | FIRE MARSHAL, WITH THE FOLLOWING COMMENTS: |
| | |
| | CONSIDER THE PREVIOUS COMMENTS AS PROVISO: |
| | |
| | THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED |
| | AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE |
| | PROVISO COMMENTS WILL RESULT IN A FAILED FIRE |
| | INSPECTION. |
| | |
| 2015-08-26 09:18:10 | 8/26/2015 PASSED WITH PROVISO: |
| | |
| | 1. PER NFPA 241- STANDARD FOR SAFEGUARDING |
| | CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, |
| | SECTION 4.2 TEMPORARY CONSTRUCTION TRAILERS SHALL BE |
| | SEPARATED FROM ADJACENT TRAILERS OR STRUCTURES IN |
| | ACCORDANCE WITH TABLE 4.2.1. PER TABLE 4.2.1: |
| | 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM |
| | ADJACENT STRUCTURES BY AT LEAST 30 FEET |
| | 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM |
| | ADJACENT STRUCTURES BY AT LEAST 35 FEET |
| | 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM |
| | ADJACENT STRUCTURES BY AT LEAST 40 FEET |
| | 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM |
| | ADJACENT STRUCTURES BY AT LEAST 45 FEET |
| | 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM |
| | ADJACENT STRUCTURES BY AT LEAST 50 FEET |
| | 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE |
| | SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET |
| | **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL |
| | BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC |
| | SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE. |
| | |
| | 2. PROVIDE PORTABLE FIRE EXTINGUISHERS. EXTINGUISHERS |
| | SHALL HAVE A MINIMUM RATING OF 2A:10BC AND SHALL BE |
| | TAGGED BY A LICENSED FIRE EXTINGUISHER COMPANY. TRAVEL |
| | DISTANCE TO EXTINGUISHERS SHALL NOT EXCEED 75 FEET. |
| | |
| | 3. PER SECTION 18.3.4.1 (NFPA 1), FIRE HYDRANTS SHALL |
| | BE PROVIDED WITH CLEARANCES OF 7?-6? TO THE FRONT AND |
| | SIDES AND 4? TO THE BACKSIDE. |
| | |
| | 4. PER SECTION 18.2.3.4.1.1 (NFPA 1), FIRE DEPARTMENT |
| | ACCESS ROADS SHALL HAVE A SURFACE DESIGNED TO |
| | ACCOMMODATE FIRE APPARATUS WEIGHING AT LEAST 32 TONS. |
| | ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT |
| | LESS THAN 20 FEET AND AN UNOBSTRUCTED VERTICAL |
| | CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. |
| | |
| | STAIRS FOR TRAILERS |
| | |
| | 5. GUARDS, AT LEAST 42-INCHES TALL, SHALL BE PROVIDED |
| | AT THE OPEN SIDES OF MEANS OF EGRESS (STAIRS, |
| | MEZZANINE, ETC.) THAT EXCEED 30-INCHES ABOVE THE FLOOR. |
| | OPEN GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH |
| | DIAMETER SPHERE UP TO A HEIGHT OF 34-INCHES. THE |
| | TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND |
| | BOTTOM ELEMENT OF THE GUARDRAIL SHALL PROHIBIT THE |
| | PASSAGE OF A 6-INCH DIAMETER SPHERE. |
| | |
| | HANDRAILS ARE REQUIRED ON BOTH SIDES OF THE STAIR. |
| | HANDRAILS SHALL BE LOCATED NOT LESS THAN 34 INCHES AND |
| | NOT MORE THAN 38 INCHES ABOVE THE SURFACE OF THE TREAD, |
| | MEASURED VERTICALLY TO THE TOP OF THE RAIL FROM THE |
| | LEADING EDGE OF THE TREAD. HANDRAIL ENDS SHALL BE |
| | RETURNED TO THE WALL OR FLOOR OR SHALL TERMINATE AT |
| | NEWEL POSTS. HANDRAIL CROSS SECTION SHALL HAVE A |
| | DIAMETER OF NOT LESS THAN 1.25 INCHES AND NOT MORE THAN |
| | 2 INCHES. |
| | |
| | STAIR RISERS SHALL BE BETWEEN 4 INCHES AND 7 INCHES IN |
| | HEIGHT. STAIRS SHALL BE SLIP RESISTANT AND HAVE A |
| | MINIMUM TREAD DEPTH OF 11 INCHES AND PREVENT THE |
| | ACCUMULATION OF WATER. |
| | |
| | STAIRS SHALL HAVE LANDINGS AT DOOR OPENINGS. |
| | |
| | STAIRS AND EGRESS COMPONENTS SHALL CONFORM TO THE LIFE |
| | SAFETY REQUIREMENTS OF CHAPTER 7 OF NFPA 101 FLORIDA |
| | 2012 EDITION. |
| | |
| | 6. PROVIDE ILLUMINATED EXIT SIGNS FOR ALL EXIT DOORS. |
| | |
| | 7. A NFPA 13 COMPLAINT FIRE SPRINKLER 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. |
| | GJT |
| | |
