| Plan Review Notes For Permit 16061600 |
| Permit Number |
16061600 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2016-07-01 15:11:50 | BUILDING PLAN REVIEW | | | 2014 FLORIDA BUILDING CODE | | | | | | CHRISTOPHER S. THROOP, C.B.O. | | | BUILDING PLANS EXAMINER ? PX3169 | | | CONSTRUCTION SERVICES DIVISION | | | DEVELOPMENT SERVICES DEPARTMENT | | | TEL: 561-805-6726 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | 1ST REVIEW | | | ACTION: DENIED | | | DATE: 7/1/16 | | | | | | 1. PROVIDE WIND LOADS FOR OPENINGS. | | | | | | 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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