| Date |
Text |
| 2020-06-08 16:23:42 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20050893 |
| | ADD: 2995 45TH ST. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: ??? |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: MON. JUNE 08/2020 |
| | ACTION: DENIED |
| | |
| | |
| | 1) SUBMITTED ARE 31 PAGES OF VARIOUS DETAILS BUT NONE |
| | OF THE DETAILS SHOW A FLOOR PLAN NOR ELEVATION PLAN OF |
| | THE DUMPSTER WITH CUT SECTIONS THROUGH THE FOUNDATION |
| | AND SLAB NOR THROUGH THE WALL OF THE DUMPSTER. NO |
| | ARCHITECTURAL NOR STRUCTURAL SHEETS. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE 107.3.5 MINIMUM |
| | PLAN REVIEW CRITERIA FOR BUILDINGS/ STRUCTURES. |
| | 107.3.5.1. COMMERCIAL BUILDINGS. |
| | 107.3.5.1.1. BUILDINGS. |
| | FLOOR PLAN ELEVATIONS WITH CUT SECTIONS THROUGH THE |
| | SLAB AND FOUNDATION. |
| | ELEVATIONS OF THE SIDE WALLS, ALSO SHOW COMPLIANCE WITH |
| | CUT SECTIONS OF THE WALLS PROVIDING |
| | COMPONENTS OF THE MAIN WIND FORCE RESISTING SYSTEMS. |
| | FROM FOOTER TO THE TOP OF THE EITHER BOND BEAM OR |
| | POURED BEAM. |
| | PLEASE PROVIDE A ELEVATION OF THE GATE WAY AND PROVIDE |
| | THE CLEAR WIDTH OF THE OPENING. |
| | |
| | 2) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THIS |
| | STRUCTURE. 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 SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 2.6. 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. |
| | |
| | 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. |
| | PLEASE NOTE WE ARE WORKING FROM HOME IF YOU WOULD LIKE |
| | TO CONTACT ME, MY CELL NUMBER IS 561-718-9724. |
| | 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] |
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