| Date |
Text |
| 2009-07-27 17:39:37 | BUILDING PLAN REVIEW |
| | PERMIT: 09040174 |
| | ADD: 1590 FLORIDA MANGO |
| | CONT: SOUTH EAST CERTIFIED CONTRACTORS |
| | TEL: (561)635-6935 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | JULY 27/09 |
| | 3RD REVIEW |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED |
| | |
| | 3) THE PLAN DOES NOT NDICATE IF THIS IS A NEW SLAB OR |
| | REUSE OF AN EXISTING SLAB. 2702.1. |
| | EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE INSTALLED |
| | IN ACCORDANCE WITH THE NFPA 70, NATIONAL ELECTRICAL |
| | CODE, NFPA 110 AND NFPA 111. |
| | NFPA 110: |
| | 3A) 7.4 MOUNTING. |
| | |
| | 7.4.1 ROTATING ENERGY CONVERTERS SHALL BE INSTALLED ON |
| | SOLID FOUNDATIONS TO PROHIBIT SAGGING OF FUEL, EXHAUST, |
| | OR LUBRICATING-OIL PIPING AND DAMAGE TO PARTS RESULTING |
| | IN LEAKAGE AT JOINTS. |
| | |
| | 7.4.1.1 SUCH FOUNDATIONS OR STRUCTURAL BASES SHALL |
| | RAISE THE ENGINE AT LEAST 150 MM (6 IN.) ABOVE THE |
| | FLOOR OR GRADE LEVEL AND BE OF SUFFICIENT ELEVATION TO |
| | FACILITATE LUBRICATING-OIL DRAINAGE AND |
| | EASE OF MAINTENANCE. |
| | |
| | 7.4.2 FOUNDATIONS SHALL BE OF THE SIZE (MASS) AND TYPE |
| | RECOMMENDED BY THE ENERGY CONVERTER MANUFACTURER. |
| | |
| | 7.4.3 WHERE REQUIRED TO PREVENT TRANSMISSION OF |
| | VIBRATION DURING OPERATION, THE FOUNDATION SHALL BE |
| | ISOLATED FROM THE SURROUNDING FLOOR OR OTHER |
| | FOUNDATIONS, OR BOTH, IN ACCORDANCE WITH THE |
| | MANUFACTURER'S RECOMMENDATIONS AND ACCEPTED STRUCTURAL |
| | ENGINEERING PRACTICES. |
| | |
| | 7.4.4 THE EPS SHALL BE MOUNTED ON A FABRICATED METAL |
| | SKID BASE OF THE TYPE THAT SHALL RESIST DAMAGE DURING |
| | SHIPPING AND HANDLING. AFTER INSTALLATION, THE BASE |
| | SHALL MAINTAIN ALIGNMENT OF THE |
| | UNIT DURING OPERATION. PLANS DO NOT PROVIDE INFORMATION |
| | FOR SECONDARY CONTAINMENT. NFPA 110: 7.9.12 LISTED |
| | GENERATOR SUBBASE SECONDARY CONTAINMENT FUEL TANKS OF |
| | 2498 L (660 GAL) |
| | CAPACITY AND BELOW SHALL BE PERMITTED TO BE INSTALLED |
| | OUTDOORS OR INDOORS WITHOUT DIKING OR REMOTE |
| | IMPOUNDING.PLANS DO NOT INDICATE THE GALLON CAPACITY. |
| | |
| | 4) PLANS FAIL TO PROVIDE INFORMATION FOR THE FOUNDATION |
| | AND SLAB FOR GENERATOR A TANK, PLEASE PROVIDE DETAILS |
| | FOR ANCHORING OF TANK AND GENERATOR AGAINST OVERTURNING |
| | ,UPLIFT AND SLIPPAGE FBC BUILDING 1609.1.3 |
| | |
| | 5) COMMENT NUMBER 5 DEALS WWITH THE REASON A STAIR AND |
| | ACCESS PLATFORM IS REQUIRED. FOR MAINTENANCE AND WEEKLY |
| | VISUAL INSPECTION OF GENERATOR A ELEVATED PLATFORM, |
| | STAIR AND GUARDRAIL SYSTEM WILL BE REQUIRED. NFPA 110: |
| | 8.4 OPERATIONAL INSPECTION AND TESTING. 8.4.1* EPSSS, |
| | INCLUDING ALL APPURTENANT COMPONENTS, SHALL BE |
| | INSPECTED WEEKLY AND EXERCISED UNDER LOAD AT LEAST |
| | MONTHLY. DEPENDING ON TTHE HEIGHT OF THE FUEL TANK. |
| | |
| | 6)PLEASE PROVIDE CODE COMPLIANCE. STAIRS 1009.3 |
| | EXCEPTION# 7. INDUSTRIAL EQUIPMENT ACCESS STAIRS AND |
| | LANDINGS THAT SERVE AS A COMPONENT OF THE MEANS OF |
| | EGRESS FROM THE INVOLVED EQUIPMENT AND DO NOT SERVE |
| | MORE THAN 20 PEOPLE SHALL BE PERMITTED TO HAVE A |
| | MINIMUM CLEAR WIDTH OF 22 INCHES (559 MM), MINIMUM |
| | TREAD DEPTH OF 10 INCHES (254 MM), MAXIMUM RISER HEIGHT |
| | OF 9 INCHES (229 MM), MINIMUM HEADROOM OF 6 FEET 8 |
| | INCHES (2032 MM), AND A MAXIMUM HEIGHT BETWEEN LANDINGS |
| | OF 12 FEET (36 576 MM). |
| | |
| | 7) PLEASE PROVIDE CODE COMPLIANCE. GAURDRAILS: 1012.1 |
| | WHERE REQUIRED. |
| | GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING |
| | SURFACES, INDUSTRIAL EQUIPMENT PLATFORMS, LANDINGS |
| | WHICH ARE LOCATED MORE THAN 30 INCHES (762 MM) ABOVE |
| | THE FLOOR OR GRADE BELOW. |
| | GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN |
| | ACCORDANCE WITH SECTION 1607.7. |
| | |
| | 8)PLEASE GUARD 1012.3 OPENING LIMITATIONS. EXCEPTIONS: |
| | 2. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE |
| | OF ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS OR |
| | EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID |
| | MATERIALS SUCH THAT A |
| | SPHERE WITH A DIAMETER OF 21 INCHES (533 MM) CANNOT |
| | PASS THROUGH ANY OPENING. |
| | 3. IN AREAS WHICH ARE NOT OPEN TO THE PUBLIC WITHIN |
| | OCCUPANCIES IN GROUP I-3, F, H OR S, BALUSTERS, |
| | HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION |
| | SHALL NOT PERMIT A SPHERE WITH A |
| | DIAMETER OF 21 INCHES (533 MM) TO PASS THROUGH ANY |
| | OPENING. |
| | |
| | 9) THE FLOOR PLAN DOES NOT INDICATE THIS GENERATOR |
| | BEING LOCATED IN A SEPERATE GENERATOR ROOM. |
| | NFPA 110 .7.2.1.2 |
| | NFPA 110. 7.2.2. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
