Plan Review Notes For Permit 17110648 |
Permit Number |
17110648 |
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Review Stop |
B |
Sequence Number |
1 |
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Notes |
Date |
Text |
2017-12-06 08:02:15 | 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 | | | | 1. PROVIDE DESIGN WIND LOADS FOR PROPOSED SIGN PER FBC | | CHPT. 16. | | | | 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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