| Date |
Text |
| 2019-01-23 09:59:57 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18120049 |
| | ADD: 1045 CHARLOTTE AVE. |
| | CONT: POWERSECURE |
| | TEL: 321-422-2713 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: WED. JAN. 23/2019 |
| | ACTION: DENIED |
| | |
| | 1) ONLY A SINGLE ELECTRICAL SHEET WAS SUBMITTED. THE E1 |
| | SHEET NOTE 4 INDICATED THIS IS A REPLACEMENT GENERATOR |
| | ON THE EXTERIOR OF THE BUILDING. THE GENERATOR WILL BE |
| | HOUSED IN A WEATHERPROOF ENCLOSURE. |
| | THE PLAN IS NOT CLEAR IF THE WEATHERTIGHT ENCLOSURE IS |
| | NEW OR EXISTING. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2A) FOR THE GENERATOR AND WEATHER TIGHT ENCLOSURE THERE |
| | WAS NO WIND DESIGN PROVIDED TO KNOW WHAT LOADS ARE TO |
| | BE RESISTED FOR SLIPPAGE AND MOMENT OF OVERTURNING. |
| | 2017 FBC-B 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: |
| | |
| | 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| | DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| | |
| | 2.2. RISK CATEGORY |
| | |
| | 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | |
| | 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 2B) IN THIS PERMIT PACKAGE THERE WAS NO INFORMATION |
| | SUBMITTED FOR ANCHORING OF EITHER THE GENERATOR OR THE |
| | WEATHER TIGHT ENCLOSURE AND TO WHAT WIND SPEED AND RISK |
| | FACTOR THE UNIT AND OR HOUSING IS TO BE ANCHORED TOO? |
| | 2017 FBC-B TABLE 1604.5 & 1609.3 FIGURES 1609.3(1) OR |
| | FIGURE 1609.3(2). 1609.3.1 WIND SPEED CONVERSION VULT |
| | TO VASD. |
| | |
| | 3) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
