| Date |
Text |
| 2016-08-04 07:22:01 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070370 |
| | ADD: 6021 S. DIXIE HWY. |
| | CONT: SISCA CONSTRUCTION |
| | TEL: 561-228-7503 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. AUGUST 04/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A210 NOTES INDICATE THE INSTALLATION OF NEW |
| | GRAB BARS IN THE RESTROOM. THE GRAB BAR DETAIL |
| | INDICATES THE INSTALLATION FROM FINISH FLOOR TO CENTER |
| | LINE OF GRAB BAR 33-36 INCHES. PLEASE NOTE UNDER THE |
| | 2014 FBC-ACCESS. CODE THE MEASUREMENTS ARE TAKEN FROM |
| | FINISH FLOOR TO THE TOP (GRASPING SURFACE) OF THE GRAB |
| | BAR. 2014 FBC- ACCESS. CODE 609.4 POSITION OF GRAB |
| | BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 |
| | MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP |
| | OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS. |
| | |
| | 2) SHEET M1.2 INDICATES THE INSTALLATION OF NEW ROOFTOP |
| | A/C CONDENSER STANDS. 2014 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA |
| | DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 |
| | (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS |
| | THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(G) PRE-ENGINEERED A/C STANDS |
| | |
| | 3) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE. THE REGISTERED DESIGN |
| | PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE |
| | FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS |
| | PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED |
| | SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF |
| | THE BUILDING. THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 4) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR ROOF |
| | STANDS PRESSURES ALSO FOR ROOF ZONES. 2014 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. 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). |
| | 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. |
| | |
| | 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. 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 CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
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