| 2016-08-20 10:48:43 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080693 |
| | ADD: 1701 S. FLAGLER DR. # 1503 |
| | CONT: CONSULTANTS FOR CONSTRUCTION |
| | TEL: 561-793-8186 |
| | 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: SAT. AUGUST 20/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE SUBMITTED FLOOR INSULATION PRODUCT QEP PREMIUM |
| | 6MM CORK UNDERLAYMENT DOES NOT HAVE TESTING FOR FLAME |
| | SPREAD. THE SUBMITTAL OF BADGER CORK FLAME SPRAD |
| | TESTING CAN ONLY BE USED WHO BOUGHT OUT BADGER CORK |
| | WHICH IS THE PARENT COMPANY AMORIM CORK COM[POSITES AND |
| | THE PRODUCT SOLD UNDER THE NAME ACOUSTICORK. |
| | |
| | BLDG TYPE: TYPE I/ TYPE II FLOOR INSULATION (FBC-B |
| | 2014) |
| | FOR TILE, STONE, MARBLE 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: |
| | 1A) 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. |
| | |
| | 1B) 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. |
| | |
| | 1C) 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. |
| | |
| | 2) PLEASE NOTE A CGC CAN NOT DESIGN THE PRESSURES FOR |
| | THE REPLACEMENT OF WINDOWS ON A HIGH RISE BUILDING. |
| | 107.3.4.3 CERTIFICATIONS BY CONTRACTORS AUTHORIZED |
| | UNDER THE PROVISIONS OF SECTION 489.115 FLORIDA |
| | STATUTES, SHALL BE CONSIDERED EQUIVALENT TO SEALED |
| | PLANS AND SPECIFICATIONS BY A PERSON LICENSED UNDER |
| | CHAPTER 471, FLORIDA STATUTES, OR CHAPTER 481 FLORIDA |
| | STATUTES, BY LOCAL ENFORCEMENT AGENCIES FOR PLANS |
| | REVIEW FOR PERMITTING PURPOSES RELATING TO COMPLIANCE |
| | WITH THE WIND-RESISTANCE PROVISIONS OF THE CODE OR |
| | ALTERNATE METHODOLOGIES APPROVED BY THE FLORIDA |
| | BUILDING COMMISSION FOR ONE AND TWO-FAMILY DWELLINGS. |
| | LOCAL ENFORCEMENT AGENCIES MAY RELY UPON SUCH |
| | CERTIFICATION BY CONTRACTORS THAT THE PLANS AND |
| | SPECIFICATIONS SUBMITTED CONFORM TO THE REQUIREMENTS OF |
| | THE CODE FOR WIND RESISTANCE. |
| | UPON GOOD CAUSE SHOWN, LOCAL GOVERNMENT CODE |
| | ENFORCEMENT AGENCIES MAY ACCEPT OR REJECT PLANS SEALED |
| | BY PERSONS LICENSED UNDER CHAPTERS 471,481 OR 489, |
| | FLORIDA STATUTES. |
| | |
| | 3) 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: |
| | |
| | 3.1. 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. |
| | |
| | 3.2. RISK CATEGORY. |
| | |
| | 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 3.5. 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. |
| | |
| | 4) FBC 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.. |
| | |
| | 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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