2017-11-09 11:26:14 | BUILDING PLAN REVIEW |
| 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| ADMINISTRATION |
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| CHRISTOPHER S. THROOP, C.B.O. |
| PLANS EXAMINER, PX3169 |
| CONSTRUCTION SERVICES DIVISION |
| TEL: 561-805-6726 |
| FAX: 561-805-6676 |
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| 1ST REVIEW |
| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| 1. SEE NOTE 1, PAGE 3. DESIGN SHALL BE BY A FLORIDA |
| LICENSED PROFESSIONAL ENGINEER. |
| 2. EOR TO SIGN AND SEAL DESIGN. |
| 3. SEE NOTE 1, PAGE 3. CODE REFERENCE SHALL BE THE 2014 |
| FBC. |
| 4. PROVIDE DESIGN WIND LOADS FOR CHANNEL LETTERS. |
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| 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. |
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| FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN |
| PRESSURES PURSUANT TO FBC-CHAPTER 16 |
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| 1603.1.4 WIND DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| STRUCTURE: |
| 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| 1609.3.1. |
| 2. RISK CATEGORY. |
| 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. |
| 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| M2). |
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