| Date |
Text |
| 2018-03-16 11:03:54 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 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 |
| | E-MAIL: [email protected] |
| | |
| | 2ND REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. BUILDINGS AND STRUCTURES LOCATED ON PARCELL'S |
| | DESIGNATED RESIDENTIAL SHALL COMPLY WITH THE FBC R301 |
| | 2. PROVIDE FOUNDATION DETAILS WITH UPLIFT VALUES. |
| | 3. PROVIDE DESIGN WIND LOADS FOR STRUCTURE. |
| | |
| | DESIGN CRITERIA |
| | R301.1APPLICATION. |
| | BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE |
| | CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD |
| | LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, |
| | WIND LOADS AND SEISMIC 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 THE REQUIREMENTS FOR THE TRANSFER OF LOADS |
| | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING |
| | ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES |
| | CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO |
| | COMPLY WITH THE REQUIREMENTS OF THIS SECTION. |
| | |
| | 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). |
| | |
| | |
| | |
