| Date |
Text |
| 2018-03-12 08:33:45 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION 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 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. DESIGN PROFESSIONAL TO SIGN AND SEAL PLANS. |
| | 2. SELECT PRODUCT TO BE INSTALLED FROM LIST OF PRODUCTS |
| | IN PRODUCT APPROVAL. |
| | 3. IF NON-IMPACT RATED DOOR IS TO BE INSTALLED, PROVIDE |
| | SCHEDULE FOR OPENING PROTECTIVE DEVICES. |
| | 4. PROVIDE WIND DESIGN LOADS FOR DOOR OPENING. |
| | |
| | PLANS THAT HAVE BEEN PREPARED BY AN ENGINEER AND |
| | SUBMITTED FOR PUBLIC RECORD SHALL BEAR THE SIGNATURE, |
| | DATE AND SEAL OF THE ENGINEER PER FL ADMIN. CODE RULE |
| | 61G15-23.001. |
| | |
| | FBC 107.3.4 ? PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | SPECIFICALLY, PROVIDE DOOR SUBMITTALS. |
| | |
| | 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). |
| | |
| | WHERE LOADS FOR GARAGE DOORS ARE NOT OTHERWISE |
| | SPECIFIED, THE LOADS LISTED IN TABLE R301.2(4) ADJUSTED |
| | FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE |
| | USED TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS. |
| | ASPHALT SHINGLES SHALL BE DESIGNED FOR WIND SPEEDS IN |
| | ACCORDANCE WITH SECTION R905.2.4. A CONTINUOUS LOAD |
| | PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE |
| | UPLIFT FORCES IN SECTION R802.2 FROM THE ROOF ASSEMBLY |
| | TO THE FOUNDATION. |
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