| Date |
Text |
| 2015-01-28 15:40:45 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE VALUE FOR THE WORK UNDER THIS PERMIT INCLUDING |
| | THIS REVISION EXCEEDS $2500.00. A RECORDED COPY OF A |
| | NOTICE OF COMMENCEMENT IS REQUIRED TO BE SUBMITTED |
| | BEFORE THE FIRST INSPECTION. FS 713 |
| | |
| | 2) FBC 107.2.1 - INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE FOR THE DESIGN. |
| | |
| | 3) FBC 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING |
| | PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. |
| | THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE, |
| | SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO |
| | RECORDS MANAGEMENT. |
| | |
| | 4) FBC-R 301.1 BUILDINGS AND STRUCTURES, AND ALL PARTS |
| | THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL |
| | LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, |
| | FLOOD LOADS, AND WIND LOADS AS PRESCRIBED BY THIS CODE. |
| | THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS ALL REQUIREMENTS FOR THE TRANSFER OF ALL |
| | LOADS FROM THEIR POINT OF ORIGIN THROUGH THE |
| | LOAD-RESISTING ELEMENTS TO THE FOUNDATION. |
| | |
| | 5) FBC 107.3.5.3 - PROVIDE A SURVEY AND SITE PLAN TO |
| | DEMONSTRATE SETBACKS. |
| | |
| | 6) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. THE STRUCTURAL |
| | CONNECTION DETAILS ARE NOT SPECIFIC AS TO QUANTITY AND |
| | SPACING OF THE CONNECTORS. THE WIND SPEED DESIGN IS NOT |
| | CONSISTENT WITH THE ADOPTED MAP FBC 119, CITY |
| | AMENDMENTS. |
| | |
| | 7) FBC 107.2.1 PROVIDE DIMENSIONS ON THE PLANS. SPECIFY |
| | THE SIZE AND SPACING OF THE FLOOR JOISTS. SPECIFY THE |
| | DECKING MATERIAL THAT WILL BE USED. SPECIFY ALL |
| | FASTENERS AND CONNECTORS. SPECIFY THE SPACING OF THE 4 |
| | X 4 PIERS. THE 2 X 6 RIM JOISTS OR BAND THAT IS |
| | SUPPORTING THE LOADS FROM THE FLOOR JOISTS SHOULD BE |
| | DOUBLED. |
| | |
| | 8) THE PHOTOS THAT WERE SUBMITTED SHOW THE 4 X 4 WOOD |
| | PIERS ON THE PAVERS FOR AN EXISTING PATIO. CONCRETE |
| | FOOTINGS WITH THE BOTTOM OF THE FOOTING 12" BELOW GRADE |
| | ARE REQUIRED. SPECIFY THE SIZE AND REINFORCING OF THE |
| | CONCRETE FOOTINGS. FBC R403.1.4 |
| | |
| | 9) FBC 107.2.1 AND 107.2.1.4 PROVIDE A FRAMING REPAIR |
| | DETAIL AND PROVIDE A FLOOR PLAN INDICATING THE LOCATION |
| | AND EXTENT OF THE FRAMING REPAIRS TO THE FRONT |
| | BUILDING. |
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