| Date |
Text |
| 2017-04-28 07:43:36 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | |
| | DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND |
| | THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON |
| | RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE. |
| | |
| | 1. SITE PLAN PROVIDED SHOWS ONLY EXISTING STRUCTURES. |
| | IDENTIFY ALL PROPOSED WORK. |
| | 2. CARPORT INSTALLATION INSTRUCTIONS TO BE REVIEWED AND |
| | APPROVED BY DESIGNER. |
| | 3. IDENTIFY TYPE OF FOUNDATION ANCHORAGE. |
| | 4. PROVIDE DETAIL OF FOUNDATION. |
| | 5. R301.1.3 ENGINEERED DESIGN. |
| | WHEN A BUILDING OF OTHERWISE CONVENTIONAL CONSTRUCTION |
| | CONTAINS STRUCTURAL ELEMENTS EXCEEDING THE LIMITS OF |
| | SECTION R301 OR OTHERWISE NOT CONFORMING TO THIS CODE, |
| | THESE ELEMENTS SHALL BE DESIGNED IN ACCORDANCE WITH |
| | ACCEPTED ENGINEERING PRACTICE. THE EXTENT OF SUCH |
| | DESIGN NEED ONLY DEMONSTRATE COMPLIANCE OF |
| | NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE |
| | PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE |
| | OF THE CONVENTIONAL FRAMED SYSTEM. ENGINEERED DESIGN IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING IS |
| | PERMITTED FOR ALL BUILDINGS AND STRUCTURES, AND PARTS |
| | THEREOF, INCLUDED IN THE SCOPE OF THIS CODE. |
| | 6. FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | R301.2.1 WIND DESIGN CRITERIA. |
| | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| | FROM FIGURE R301.2(4). THE STRUCTURAL PROVISIONS OF |
| | THIS CODE FOR WIND LOADS ARE NOT PERMITTED WHERE WIND |
| | DESIGN IS REQUIRED AS SPECIFIED IN SECTION R301.2.1.1. |
| | WHERE DIFFERENT CONSTRUCTION METHODS AND STRUCTURAL |
| | MATERIALS ARE USED FOR VARIOUS PORTIONS OF A BUILDING, |
| | THE APPLICABLE REQUIREMENTS OF THIS SECTION FOR EACH |
| | PORTION SHALL APPLY. WHERE NOT OTHERWISE SPECIFIED, THE |
| | WIND LOADS LISTED IN TABLE R301.2(2) ADJUSTED FOR |
| | HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE USED |
| | TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS FOR |
| | WALL COVERINGS, CURTAIN WALLS, ROOF COVERINGS, EXTERIOR |
| | WINDOWS, SKYLIGHTS AND EXTERIOR DOORS (OTHER THAN |
| | GARAGE DOORS). |
| | 7. THE PERMIT VALUATION AND PERMIT FEE MUST BE |
| | COMMENSURATE WITH THE VALUATION AND FEE THAT A LICENSED |
| | CONTRACTOR WOULD PROVIDE. |
| | YOU MAY PROVIDE A COPY OF THE CONTRACT SIGNED BY THE |
| | OWNER OR A LIST OF LABOR, MATERIALS AND EQUIPMENT |
| | RENTAL TO VERIFY VALUE. |
| | |
| | |
