| Date |
Text |
| 2018-05-21 19:02:37 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18040346 |
| | ADD: 525 S. FLAGLER DR. SUITE: 15A |
| | CONT: JEFFERY GOMERSALL BLDG. CO. |
| | TEL: 561-718-7866 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 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. |
| | |
| | 2ND REVIEW |
| | DATE: 5/21/2018 |
| | ACTION: DENIED |
| | |
| | 1) PARTIAL COMPLIANCE. PLEASE SHOW ON THE A-3 FLOOR |
| | PLAN WHICH OPENINGS ARE TO HAVE STORM SHUTTERS |
| | INSTALLED. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2) NEW COMMENT: THE WINDLOADS, COMPONENT AND CLADDING |
| | PRESSURES FOR A HIGH RISE BUILDING ARE REQUIRED TO BE |
| | SIGNED AND SEALED BY AN ENGINEER. FS 471 PLEASE NOTE |
| | THIS IS A 30 STORY PLUS HIGHRISE WITH A D EXPOSURE. |
| | PLEASE PROVIDE CODE COMPLIANCE WITH: |
| | 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 (KM/HR) 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. |
| | |
| | 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 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. |
| | |
| | 3A)COMPLIED |
| | |
| | 3B) STORM SHUTTERS PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC |
| | ANCHORS AND MOUNTING TO BE USED FOR ALL IMPACT OR |
| | NON-IMPACT GLAZING. FBC 1609.1.2. |
| | FL BLD CODE 2017 SECTION 107.2.5. 1609.1.2, 1715.8 & |
| | EXIST BUILD CODE 706.4 PROCEDURES: A COMPLETE |
| | INSTALLATION SCHEDULE SUMMARIZING & IDENTIFYING OPENING |
| | SIZES, STORY HEIGHTS, UNIT MARK NUMBERS, UNIT |
| | SPANS/WIDTHS, UNIT STORM BAR REINFORCING REQUIREMENTS, |
| | WALL PRESSURE ZONES, SLAT TYPES, ETC. |
| | |
| | 3C) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | 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.. |
| | |
| | 4) PARTIAL COMPLIANCE. PLEASE PROVIDE (2) SETS OF |
| | DOCUMENTATION (TEST REPORTS) FOR CODE COMPLIANCE WITH |
| | THESE CODE SECTIONS: |
| | BLDG TYPE: TYPE I/ TYPE II FLOOR INSULATION (FBC-B |
| | 2017) |
| | FOR TILE, STONE, MARBLE, VINYL AND WOOD FLOORING, ALL |
| | NEED TO HAVE HAD THE SOUND UNDERLAYMENT TESTED FLOOR |
| | ASSEMBLIES TO THE FOLLOWING STANDARDS AND MEET THE |
| | QUALIFICATIONS LISTED UNDER EACH OF THE STANDARDS FOR A |
| | 6 INCH CONCRETE FLOOR ASSEMBLY/ NO DROPPED CEILING: |
| | PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH: |
| | |
| | 4A) FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 4B) FBC-B 2014 1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. |
| | |
| | 4C) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2. |
| | INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID |
| | DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED |
| | TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. |
| | |
| | FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS |
| | A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL |
| | MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A |
| | MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. |
| | |
| | 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. |
| | |
| | 6) NEW COMMENT: ON SHEET A-4, THE KITCHEN SOFFIT DETAIL |
| | SPECIFIES THAT THE NEW METAL SOFFIT FRAMING IS TO BE |
| | ATTACHED TO THE CONCRETE DECK WITH 2 #8 SCREWS AT 2' |
| | O.C. PLEASE SPECIFY ANCHORS FOR USE IN CONCRETE. FBC |
| | 107.2.1 |
| | |
