| Date |
Text |
| 2016-05-13 07:49:19 | |
| | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16041189 |
| | ADD: 1309 N. FLAGLER DR. |
| | CONT: SUPERIOR HOME BUILDERS |
| | TEL: 561-793-8656 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. MAY 13/2016 |
| | ACTION: DENIED |
| | |
| | 1) MECHANICAL SHEET M201 SHOWS THE REUSE OF AN EXISTING |
| | A/C CURB. THE STRUCTURAL ENGINEER OF RECORD WILL NEED |
| | TO VERIFY THE ATTACHMENT OF THE ROOF TOP CURB TO THE |
| | ROOF FRAMING MEMBERS WILL MEET THE CURRENT WIND LOADS. |
| | THIS SAME DIAGRAM ALSO INDICATES THE USE OF A CURB |
| | ADAPTOR. PLEASE PROVIDE THE ATTACHMENT DETAILS OF THE |
| | CURB ADAPTER TO THE CURB AS WELL AS THE CURB TO THE NEW |
| | ROOF TOP RTU UNIT. PLEASE PROVIDE THE WIND DESIGN |
| | CRITERIA USED FOR THE ANCHORING OF THE EXISITNG CURB, |
| | CURB ADPTOR AND RTU. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 2) ROOF TOP ELEVATIONS AND ACCESS TO ROOF TOP UNIT |
| | ELEVATION AND LOCATION TO THE EDGE OF ROOF IS UNKNOWN: |
| | 2A) 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE |
| | PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH |
| | OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE |
| | LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN |
| | SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS |
| | LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, |
| | ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO |
| | AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 |
| | MM) IN DIAMETER. THE GUARD SHALL EXTEND NOT LESS THAN |
| | 30 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE, |
| | EQUIPMENT, FAN OR COMPONENT. |
| | |
| | 2B) 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE |
| | THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 |
| | MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE |
| | AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 |
| | INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. |
| | THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE |
| | PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER. |
| | |
| | 2C) ? 1509.6.4 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. |
| | |
| | 3) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
