| Date |
Text |
| 2009-04-10 09:56:04 | BUILDING PLAN REVIEW |
| | PERMIT: 09040197 |
| | ADD: 2461 METROCENTRE BLVD EAST |
| | CONT: ADVANCED HOOD SYSTEMS, LLC |
| | TEL: (561)732-2508 |
| | |
| | FL BLD CODE= 2007FLORIDA BUILDING CODE |
| | W/ 2009 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 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) INFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT, |
| | TO BE FILED WITH THE CLERK OF THE COURT. NOTE: |
| | 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| | AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| | VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF |
| | COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| | INSPECTION. |
| | |
| | 1C) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH THE 2009 SUPPLEMENTS. 2007 FLORIDA |
| | EXISTING BUILDING CODE 401.5 A DESIGN PROFESSIONAL OR |
| | AN OWNER MUST ELECT ONE OR COMBINATION OF LEVELS OF |
| | ALTERATION PURSUANT TO SECTION 403,404 AND 405 OF THIS |
| | CODE. |
| | |
| | 2) PLANS DO NOT PROVIDE ANY WIND DESIGN INFORMATION: |
| | 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. |
| | |
| | 2E). COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 3) PLEASE PROVIDE DOCUMENTATION THAT THE 301.12 WIND |
| | RESISTANCE.2007 FBC MECHANICAL. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. THIS MAY BE ACCOMPLISHED BY |
| | DESIGN OR BY APPLICATION OF SECTION 301.13.1. |
| | ROOF-MOUNTED MECHANICAL UNITS AND SUPPORTS SHALL BE |
| | SECURED TO THE STRUCTURE. THE USE OF WOOD SLEEPERS |
| | SHALL NOT BE PERMITTED. PLEASE PROVIDE PRODUCT TESTING |
| | REPORTS INDICATING COMPLIANCE WITH WIND PRESSURES. |
| | |
| | 4) SHEET 1 OF 3 INDICATES A SECTION FOR FLASHING DETAIL |
| | SEE DETAIL D-7, THERE ARE ONLY 3 SHEETS, 106.1.2 |
| | PROVIDE ADDTIONAL INFORMATION, ADMINISTRATIVE CODE, & |
| | 1507.3.9 CLAY AND CONCRETE TILE ROOFING, AT THE |
| | JUNCTURE OF THE ROOF VERTICAL SURFACES, FLASHING AND |
| | COUNTERFLASHING SHALL BE PROVIDED IN ACCORDANCE WITH |
| | THE MANUFACTURER???S INSTALLATION INSTRUCTIONS OR THE |
| | RECOMMENDATIONS OF THE FRSA/TRI 07320 MANUAL. |
| | |
| | 5) PLEASE PROVIDE THE HEIGTH AT WHICH THE EXHAUST FAN |
| | WILL BE LOCATED, MAY OR MAY NOT BE APPLICABLE. 1509.6 |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. |
| | WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE |
| | INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT |
| | EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE |
| | PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| | EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| | THE EQUIPMENT AND APPLIANCES??? LEVEL SERVICE SPACE. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR |
| | WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6 |
| | INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS (488.2 KG/M2) PER SQUARE FOOT. |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. |
| | CATWALKS INSTALLED TO PROVIDE THE REQUIRED ACCESS SHALL |
| | BE NOT LESS THAN 24 INCHES (610 MM) WIDE AND SHALL HAVE |
| | RAILINGS AS REQUIRED FOR SERVICE PLATFORMS. |
| | |
| | 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. |
