| Date |
Text |
| 2022-01-05 09:17:42 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:21110622 |
| | ADD: 2511 S. DIXIE HWY. |
| | CONT: KOLOSVARY MANAGEMENT |
| | TEL: 412-400-8400 |
| | E-MAIL: [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. JAN. 05/2022 |
| | ACTION: DENIED |
| | |
| | 1A) SUBMITTED INSPECTION FORM IS FOR SPECIAL INSPECTOR |
| | (THRESHOLD BUILDINGS/ HIGHRISE) THE FORMS THAT SHOULD |
| | HAVE BEEN SENT ARE RESIDENT INSPECTOR FORMS. PLEASE |
| | ALSO GET IN CONTACT WITH THE ACTING CHIEF BUILDING |
| | INSPECTOR TO SEE WHAT INSPECTIONS THE CITY WILL DO, |
| | FOUNDATIONS, WINDOW BUCK INSPECTIONS, AND WHICH |
| | INSPECTIONS THE P.E. CARL FORBS WILL COMPLETE. IF THE |
| | SPECIAL INSPECTION FORMS ARE TO BE USED, THEN |
| | COMPLIANCE WITH: |
| | 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| | AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | 1B) CODE ANALYSIS DOES NOT PROVIDE THE MINIMUM BUILDING |
| | TYPE, NOR THE TOTAL SQUARE FOOTAGE OF THE BUILDING NOR |
| | THE REMAINDER OF THE BUILDING OCCUPANCY TYPE COMPLIANCE |
| | WITH TABLE 506.2 AND SECTION 508.1 OF THE 2020 |
| | FBC-BUILDING CODE. |
| | 2) SHEET A1.2: |
| | 2A) THE RESTROOM 107 IS NOT DIMENSIONED CAN NOT TELL IF |
| | IT COMPLIES WITH THE REQUIRED MINIMUM DIMENSION FOR AN |
| | ACCESSIBLE RESTROOM. |
| | CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE. |
| | CLEARANCES AROUND THE WATER CLOSETS AND IN TOILET |
| | COMPARTMENTS SHALL COMPLY WITH 604.3. 604.3.1. SIZE. |
| | CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES |
| | MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND |
| | 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR WALL. |
| | NOTE THE MINIMUM BACK WALL MEASUREMENT SHOULD BE 7-FOOT |
| | 1 INCH (FINISHES MAY ENCROACH) ON THE FINISH |
| | DIMENSION!!! |
| | |
| | 2B) ROOM 128 LABELED SALT SUITES ONLY HAS 3 WALLS, IS |
| | THERE A WALL MISSING? 107.2.1.2 ADDITIONAL INFORMATION |
| | IS REQUIRED. |
| | |
| | 2C) ROOM 128 LABELED SALT SUITES, JUST TO THE RIGHT IS |
| | A SPACE MEASURED 8 FEET 1 INCH NO ROOM IDENTIFIER? 107. |
| | 2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2D) FLOAT ROOM 131 IT APPEARS TO HAVE A ACCESSIBLE |
| | SHOWER AND FLOAT TANK POD. I AM MISSING WHAT SHEET |
| | PROVIDES THE FINISH MATERIALS FOR BASE AND WALLS. SHEET |
| | A1.5 INDICATES THE FINISH MATERIAL TYPES. 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. 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 SINK AREAS EPOXY PAINT |
| | IS NO LONGER CONSIDERED A SMOOTH HARD, NON-ABSORBENT |
| | SURFACE. |
| | |
| | 2D) 1) 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. |
| | |
| | 2D) 2) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET |
| | WALLS SHALL COMPLY WITH 1210.2. |
| | |
| | |
| | 2D) 3) 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS |
| | AND PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY |
| | WITH SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 2D) 4) 2020 FBC-B 2509.2 BASE FOR TILE. MATERIALS USED |
| | AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND |
| | WALLS AND CEILING PANELS IN SHOWER AREAS SHALL BE OF |
| | MATERIALS LISTED IN TABLE 2509.2 AND INSTALLED IN |
| | ACCORDANCE WITH MANUFACTURER?S RECOMMENDATIONS. WATER |
| | RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE |
| | FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN |
| | INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840 AND |
| | THE MANUFACTURE?S RECOMMENDATIONS. |
| | |
| | 3) NONE OF THE ARCHITECTURAL, STRUCTURAL NOR MECHANICAL |
| | SHEETS INDICATE HOW ONE GAINS ACCESS TO THE ROOF TO |
| | SERVICE THE MECHANICAL EQUIPMENT. 2020 FBC-M 306.5 |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. |
| | WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE |
| | LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A |
| | BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER |
| | THAN 16 FEET ABOVE GRADE TO ACCESS SUCH EQUIPMENT OR |
| | APPLIANCES, AN INTERIOR OR EXTERIOR MEANS OF ACCESS |
| | SHALL BE PROVIDED. SUCH ACCESS SHALL NOT REQUIRE |
| | CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 INCHES IN |
| | HEIGHT OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN |
| | 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT |
| | SLOPE). SUCH ACCESS SHALL NOT REQUIRE THE USE OF |
| | PORTABLE LADDERS. WHERE ACCESS INVOLVES CLIMBING OVER |
| | PARAPET WALLS, THE HEIGHT SHALL BE MEASURED TO THE TOP |
| | OF THE PARAPET WALL. |
| | |
| | 4) SHEET M1.2 NOTE # 2 INDICATES TO PROVIDE NEW |
| | MIAMI-DADE MIAMI TECH MECHANICAL UNIT ROOF TOP STAND |
| | NOA # 20-1013.03. THIS REVIEW NO PRODUCT APPROVAL WAS |
| | SUBMITTED. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: (G) |
| | PRE-ENGINEERED A/ C STANDS. |
| | |
| | 5) SUBMITTED A MIAMI-DADE NOA 20-0401.14 CA-740F FIXED |
| | CASEMENT FIXED WINDOW-LMI. SEMI-COMPLIED, PAGE 1 OF 11 |
| | HIGHLIGHTED GLASS TYPE (2) BUT FAILED TO HIGHLIGHT ON |
| | PAGE 8 FOR WINDOW SIZE AND CORRESPONDING PRESSURES. |
| | |
| | 6) THE MIAMI-DADE MIAMI TECH MECHANICAL UNIT ROOF TOP |
| | STAND NOA # 20-1013.03 NOR MIAMI-DADE NOA 20-0401.14 |
| | CA-740F FIXED CASEMENT FIXED WINDOW-LMI SHOW COMPLIANCE |
| | WITH W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE |
| | CODE RULE 61G20 SHALL BE REVIEWED AND APPROVED IN |
| | WRITING (SHOP DRAWING STAMP OF APPROVAL) BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | 7) 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 WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING |
| | FROM CITY HALL. |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ 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] |
| | |
| | |
| | |
