| 2016-01-13 08:41:09 | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-6718 |
| | [email protected] |
| | |
| | PROVIDE WIND SPEED DESIGN CALCULATIONS. |
| | PROVIDE FASTENER SCHEDULE. |
| | DESIGNER TO SIGN DRAWING. |
| | |
| | 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). |
| | |
| | FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. THE STRUCTURAL |
| | CONNECTION DETAILS ARE NOT SPECIFIC AS TO QUANTITY AND |
| | SPACING OF THE CONNECTORS. |
| | |
| | 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. |
