Date |
Text |
2003-04-16 00:00:00 | BUILDING DENIED |
| |
| 1) IMPACT FEES MUST BE PAID TO PALM |
| BEACH COUNTY, PLANS STAMPED BY THEM AND |
| COPY OF RECEIPT SUBMITTED TO CITY OF |
| WEST PALM BEACH BUILDING DEPARTMENT, |
| BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| |
| 2) A RECORDED COPY OF THE NOTICE OF |
| COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| PERMIT CAN BE ISSUED. |
| |
| 3) THE SOME OF THE DESIGN CRITERA ON A5 |
| IS NOT CORRECT. THE CITY OF WPB IS NOT |
| IN THE HIGH VELOCITY HURRICANE ZONE. |
| THE INTERNAL PRESSURE COEFFICENT FOR AN |
| ENCLOSED STRUCTURE IS + OR - 0.18. |
| THE EXPOSURE CATEGORY IS B. SEE FBC |
| TABLES 1606.2B AND 1606.2C FOR WIND |
| PRESSURES FOR COMPONENTS AND CLADDING. |
| |
| 4) CASEMENT WINDOWS IN SLEEPING ROOMS |
| MUST COMPLY WITH FBC 1005.4 FOR |
| EMERGENCY ESCAPE AND RESCUE. THE OFFICE |
| WHICH COULD BE USED FOR A BEDROOM MUST |
| COMPLY. THE MINIMUM NET CLEAR OPENING |
| HEIGHT IS 24" AND WIDTH IS 20". THE |
| MINIMUM NET CLEAR OPENING AREA IS 5.7 |
| SQFT. |
| |
| 5) BECAUSE A FULL BATH IS PROVIDED ON |
| HABITABLE GRADE, IT IS REQUIRED BY FBC |
| CHAPTER 11 SECTION 11-11 TO HAVE A DOOR |
| A 29" CLEAR OPENING. |
| |
| 6) THE CALCULATIONS FOR BEAM (B3) DO NOT |
| CONSIDER THE WIND LOADS THAT WOULD BE |
| TRANSFERED TO THE BEAM. SEE FBC 1609. |
| PLEASE PROVIDE A COVER SHEET WITH A |
| TITLE BLOCK (FAC 61G15-30.003) AND A |
| SUMMARY WITH CONCLUSIONS. |
| |
| 7) SPECIFY THE LOCATIONS AND MATERIAL |
| THAT WILL BE USED TO PROVIDE DRAFTSTOPP- |
| ING AT THE FLOOR/CEILING ASSEMBLY. SEE |
| FBC 2305.2.2. THIS IS REQUIRED AT THE |
| FLOOR TRUSSES ON THE SECOND FLOOR NOT IN |
| THE ATTIC. |
| |
| 8) PROVIDE THE MANUFACTURER'S SPECS. AND |
| UL LISTING INFORMATION FOR THE PREFAB |
| FIREPLACE AND CHIMNEY. |
| |
| 9) INDICATE ON THE STAIR DETAIL THE |
| FIREBLOCKING THAT IS REQUIRED FOR THE |
| CONCEALED SPACES OF THE STAIRS AT THE |
| TOP AND BOTTOM OF THE RUN. FBC 2305.1.4 |
| |
| 10) PROVIDE DETAILS FOR THE CONSTRUCTION |
| OF THE COLUMNS AT THE FRONT AND REAR |
| BALCONIES TO WHICH THE GUARDRAILS ARE |
| ATTACHED. |
| |
| 11) UPDATE THE CONCRETE STANDARDS IN THE |
| NOTES ON A5 TO ACI-99. |
| |
| 12) PROVIDE PRODUCT APPROVALS FOR THE |
| DOUBLE INSWING FRONT DOORS AS SHOWN ON |
| THE PLANS. |
| |
| 13) THE LABELS ON THE GARAGE DOOR BUCK |
| DETAILS ON A13 ARE REVERSED. |
| |
| 14) PROVIDE DETAILS OF THE TUBE STEEL |
| COLUMN CAPS. |
| |
| 15) THE CONNECTOR SPECIFIED FOR THE |
| SECOND FLOOR ROOF GIRDER TRUSS(T27,2PLY) |
| IS INCORRECT. THIS TRUSS SITS ON TOP OF |
| THE TIE BEAM AND A SIMPSON MBHA, WHICH |
| IS A HANGER, IS SPECIFIED. |
| |
| 16) THE UPLIFT VALUES SPECIFIED ON THE |
| PLANS FOR MOST OF THE ROOF GIRDER |
| TRUSSES ARE LOWER THAN REQUIRED BY THE |
| TRUSS DRAWINGS. THE CONNECTORS AS |
| SPECIFIED WILL NOT BE CAPABLE OF |
| RESISTING THE REQUIRED LOADS. |
| |
| 17) THE NEW PLANS WILL HAVE TO BE |
| RTEVIEWED AND APPROVED BY THE HISTORIC |
| PRESERVATION BEFORE PERMIT IS ISSUED. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)659-8096 EXT.8202 |