Plan Review Notes For Permit 16050928 |
Permit Number |
16050928 |
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Review Stop |
B |
Sequence Number |
1 |
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Notes |
Date |
Text |
2016-06-15 08:27:59 | BUILDING PLAN REVIEW | | 2014 FLORIDA BUILDING CODE | | | | CHRISTOPHER S. THROOP, C.B.O. | | BUILDING PLANS EXAMINER ? PX3169 | | CONSTRUCTION SERVICES DIVISION | | DEVELOPMENT SERVICES DEPARTMENT | | TEL: 561-805-7918 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | 1ST REVIEW | | DATE: 6/15/16 | | ACTION: FAIL | | | | 1. PROVIDE WIND LOAD CALCULATIONS PER FBC CHPT. 16. | | FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN | | PRESSURES PURSUANT TO FBC-CHAPTER 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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