| 2016-11-10 15:18:18 | 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. |
| | BUILDING PLANS EXAMINER ? PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
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| | 1. THE INDIVIDUAL TAKING RESPONSIBILITY SHALL PROVIDE |
| | THEIR PRINTED NAME AND SIGNATURE ON THE PLAN PER FBC |
| | 107. |
| | 2. STATE GOVERNING CODE ON PLAN. |
| | 3. SUBMITTAL IS FOR THE INSTALLATION OF IMPACT |
| | RESISTANT WINDOWS. ENGINEERING EVALUATION REPORT NO. |
| | 513233 STATES "THIS PRODUCT IS NOT IMPACT RESISTANT AND |
| | REQUIRES IMPACT PROTECTION" PLEASE CLARIFY. |
| | 4. PROVIDE DESIGN WIND LOADS FOR OPENINGS. |
| | 5. OWNER TO SIGN APPLICATION. |
| | 6. OWNER AND CONTRACTOR'S SIGNATURE MUST BE NOTARIZED. |
| | |
| | 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. |
| | |
| | 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 WINDOW |
| | SUBMITTALS. |
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| | FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
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| | 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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