| Date |
Text |
| 2009-04-09 17:25:36 | BUILDING PLAN REVIEW |
| | PERMIT: 09030469 |
| | ADD: 3071 CONTINENTAIL DR. |
| | CONT: VAN'S ELECTRIC |
| | TEL: (561)584-1077 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | APRIL 9/09 |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 1B) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH THE 2009 SUPPLEMENTS. |
| | |
| | 1F) (2007 FBC) 106.1.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE & |
| | EXTENT OF THE WORK PROPOSED & SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, AND RULES AND REGULATIONS AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 2) IT APPEARS THE INSTALATION OF THIS GENERATOR AND |
| | TANK ARE ON THE EXTERIOR OF THE BUILDING AND EXPOSED TO |
| | WIND. PLEASE PROVIDE THE WIND DESIGN CRITERIA. 1603.1.4 |
| | WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 2A). BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2B). WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 2C) . WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 2D). THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 3) THE PLAN INDICATES THE REUSE OF AN EXISTING SLAB. |
| | 2702.1 INSTALLATION. |
| | |
| | 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 INDICATE 1200 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) 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. |
| | |
| | 6) 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) 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) 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. |
| | |
| | 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. |
