| Date |
Text |
| 2022-09-28 13:54:00 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22080183 |
| | ADD: 4065 N HAVERHILL RD # B7 |
| | CONT: NORTHSTAR GENERAL CONTRACTING |
| | TEL: 561-239-9873 |
| | E-MAIL: KEN@[email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2020 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. SEPT. 28TH/2022 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1 THE ROOM FINISH SCHEDULE INDICATES FOR THE |
| | 2 ACCESSIBLE RESTROOMS THE WALLS ARE TO BE EPOXY PAINT. |
| | 2020 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS COMMENT |
| | IS A RESULT OF THE BUILDING OFFICIAL INTERPRETATION ON |
| | 06/2020. IN BATHROOMS, RESTROOMS & SERVICE SINKS AREAS |
| | EPOXY PAINT IS NO LONGER CONSIDERED A SMOOTH HARD, |
| | NON-ABSORBENT SURFACE. |
| | 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE |
| | SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, |
| | HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS |
| | THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL |
| | ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A |
| | TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | |
| | 2) SHEET M-1 INDICATES THE ROOF DECK IS GOING TO BE |
| | PENETRATED WITH 4 20-INCH DIA. GAS FLUES UP THROUGH THE |
| | ROOF. THERE ARE NO DETAILS ON SHEET M-2 ROOF MECHANICAL |
| | SHEET FOR THE NEW ROOF FRAMING AROUND EACH PENETRATION, |
| | NOR IS THERE A HEIGHT GIVEN FOR THE GAS FLUE, NOR GAUGE |
| | OF DUCT NOR TYPE OF WEATHER SHIELD/CAP. THE SAME IS |
| | TRUE FOR THE FRESH AIR INTAKE DETAIL. THERE IS A NOTE: |
| | ATTACHMENT BY STRUCTURAL ENGINEER AND OR ARCHITECT. |
| | |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1. DRAWINGS & |
| | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM |
| | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, |
| | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE |
| | TECHNICAL CODES. CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | 2020 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 3) A TRANSMITTAL LETTER / NARRATIVE 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 WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ SEMI-RETIRED. |
| | |
| | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| | BACK INTO THE OFFICE CALL |
| | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| | THANK YOU. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
