| Date |
Text |
| 2020-05-04 10:17:26 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20030098 |
| | ADD: 3101 S. DIXIE HWY. POOL PAVILION. |
| | CONT: KAST CONSTRUCTION |
| | TEL: 561-589-2910 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: MON. MAY 04/2020 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET OF THE STRUCTURAL POOL PAVILION HAS |
| | THE LOCATION OF THIS PROJECT IN MIAMI. FL. NOTE THE |
| | LOCATION OF THE PROJECT IS IN THE CITY OF WEST PALM |
| | BEACH, FL. |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED. |
| | |
| | 2) SHEET A1.0 UNDER THE HEADING OF FOUNDATION INDICATES |
| | THERE IS A GEOLOGICAL REPORT BY GEOTECHNICAL |
| | ENGINEERING STUDY BY LANGAN DATED 10-03-2018. |
| | 2017 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 3) SHEET PAV-3.1 DETAIL 4 SHOWS WHAT APPEARS TO BE |
| | CONCRETE ROOF TILE, THE PLANS DO NOT STATE WHAT TYPE OF |
| | ROOF COVERING IS TO BE INSTALLED, NOR DOES THE PLANS |
| | INDICATE THE TYPE OF ROOF TILE ANCHORAGE SYSTEM, OR |
| | TYPE OF ROOF UNDERLAYMENT. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 4) SHEET PAV-3.1 SHOWS WHAT APPEARS TO BE A CHIMNEY OR |
| | EXHAUST VENT BUT THERE ARE NO DETAILS AS TO HOW TO |
| | BUILD AND ANCHOR THIS SYSTEM FOR WIND LOADING. |
| | 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. 2017 |
| | FBC-M- 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT, |
| | APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL |
| | BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES |
| | DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING |
| | CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | |
| | 5) FBC-B, 1609.6.4.4.1 COMPONENTS & CLADDING. 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: |
| | (31(D) ROOFING PRODUCTS AND ASSEMBLIES, |
| | |
| | 6) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, |
| | THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE |
| | AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| | AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE. |
| | |
| | 7A) 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 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.. |
| | |
| | 7B) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 8) 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] |
| | |
| | |
