| Date |
Text |
| 2018-01-26 16:40:34 | BUILDING PLAN REVIEW |
| | 2017 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 SITE PLAN, IDENTIFY BUILDING SIGN IS TO BE |
| | INSTALLED ON. |
| | 2. PROVIDE EXTERIOR WALL DETAIL. PROVIDE MOUNTING |
| | DETAIL. |
| | 3. PROVIDE DESIGN WIND LOADS PER ASCE 7-10 AND CHPT. 16 |
| | FBC 5TH ED. |
| | |
| | FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING |
| | OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA |
| | AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION |
| | PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL |
| | FENESTRATION PENETRATIONS; FLASHING; AND ROUGH OPENING |
| | DIMENSIONS; AND ALL EXTERIOR ELEVATIONS: |
| | |
| | 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). |
| | |
| | |
