| Date |
Text |
| 2016-05-05 12:09:30 | 2ND REVIEW: FBC 2014 5TH ED |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-7918 |
| | [email protected] |
| | |
| | 1. PROVIDE WIND LOAD ENGINEERING FOR NEW EXTERIOR |
| | COMPONENTS. |
| | |
| | FBC 449.4.2.4.3 |
| | ALL NEW ROOF APPENDAGES SUCH AS DUCTS, TANKS, |
| | VENTILATORS, RECEIVERS, DX CONDENSING UNITS AND |
| | DECORATIVE MANSARD ROOFS AND THEIR ATTACHMENT SYSTEMS |
| | SHALL BE STRUCTURALLY ENGINEERED TO MEET THE WIND LOAD |
| | REQUIREMENTS OF THE APPLICABLE BUILDING CODE. ALL OF |
| | THESE ATTACHMENT SYSTEMS SHALL BE CONNECTED DIRECTLY TO |
| | THE UNDERLYING ROOF STRUCTURE OR ROOF SUPPORT |
| | STRUCTURE. |
| | |
| | FBC 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). |
| | |
| | |
| | |
