| 2016-07-20 07:32:04 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070380 |
| | ADD: 5200 N. FLAGLER DR. SUITE # 2501 |
| | CONT: AMERICAN CONTRACTING INC. |
| | TEL: 305-987-5608 |
| | 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: WED. JULY 20/2016 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE CLARIFY WHAT WORK IS BEING ACCOMPLISHED UNDER |
| | THIS PERMIT. DO NOT SHOW WORK THAT IS GOING TO BE |
| | COMPLETED UNDER A DIFFERENT PERMIT. EXAMPLE |
| | THE EXTERIOR DOORS AND HURRICANE SHUTTERS. IF THIS WORK |
| | IS GOING TO BE COMPLETED UNDER THIS PERMIT, THE |
| | CONTRACTOR OF RECORD, CGC CAN NOT DRAW THESE PLANS |
| | BECAUSE YOU ARE NOT LICENSED TO DESIGN THE THE WIND |
| | DESIGN CRITERIA ON THE NEW DOOR LOCATION AND STORM |
| | SHUTTERS. |
| | 107.1 THE CONSTRUCTION DOCUMENTS SHALL BE PREPARED BY A |
| | REGISTERED DESIGN PROFESSIONAL WHERE REQUIRED BY |
| | CHAPTER 471, FLORIDA STATUTES& 61G15 FLORIDA |
| | ADMINISTRATIVE CODE OR CHAPTER 481, FLORIDA STATUTES& |
| | 61G1 FLORIDA ADMINISTRATIVE CODE. |
| | |
| | 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. |
| | |
| | 107.3.4.3 CERTIFICATIONS BY CONTRACTORS AUTHORIZED. |
| | PLEASE NOTE THE EXCEPTION TO ENGINEERED PLANS UNDER |
| | 471.003(H) ELECTRICAL/ PLUMBING/ MECHANICAL, |
| | 481.229(1)(C) (BUILDING) REQUIRES THE CONTRACTOR FOR |
| | THAT TRADE THAT WILL BE LICENSED IN THAT TRADE, WILL |
| | ALSO BE THE CONTRACTOR THAT DESIGNS THE SYSTEM UNDER |
| | THAT TRADE. FOR EACH TRADE THE CONTRACTOR RESPONSIBLE |
| | FOR THE DESIGN UNDER THE TRADE LICENSED IN MUST PRINT |
| | THEIR NAME, SIGN THEIR NAME AND LICENSE NUMBER, NOTE |
| | THESE PLANS APPEAR TO BE DRAWN BY ONE INDUVIAL, |
| | |
| | 2) UNKNOWN AT THIS TIME IF WIND DESIGN CRITERIA WILL BE |
| | REQUIRED FOR THIS PROJECT IF THE EXTERIOR DOORS AND |
| | SHUTTERS ARE BEING MOVED THEN THE WIND DESIGN CRITERIA |
| | WILL BE REQUIRED, PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING AS WELL EXPOSURE D ADJUSTMENT FACTORS FOR |
| | HEIGHT AND EXPOSURE. ASCE 7-10 FIGURE 30.5-1.THE PLANS |
| | DO NOT HAVE ANY INFORMATION FOR THE DROPPED CEILING |
| | THROUGH OUT THE SUITE. TYPE OF FRAMING MATERIAL, SIZE |
| | AND SPACING OF THE FRAMING MATERIAL, SPACING FOR |
| | CEILING JOIST, IF STIF BACKS ARE REQUIRED FOR THE SPANS |
| | NOR THE THICKNESS OF THE FINISH CEILING MATERIAL AND |
| | TYPE OF FINISH CEILING MATERIAL. WILL ALSO NEED TO KNOW |
| | THE DEFLECTION LIMITATION OF THE FINISH CEILING |
| | MATERIAL. 2014 FBC-B TABLE 2506.2 STEEL STUDS, NON-LOAD |
| | BEARING ASTM C 645 , TABLE 2508.1 STEEL FRAMING FOR |
| | GYPSUM BOARD ASTM 745 & TABLE 1604.3 DEFLECTION |
| | LIMITATIONS. |
| | |
| | 3) PLANS INDICATE NEW FLOOR FINISHES, PLEASE SPECIFY |
| | THE TYPE OF FLOORS, SEPARATE TEST REPORTS ARE REQUIRED |
| | FOR TILE VERSES WOOD OR WOOD VENEER FLOORING. |
| | 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: |
| | 3A) 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. |
| | |
| | 3B) 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. |
| | |
| | 3C) 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. |
| | |
| | 4) THE PLANS DO NOT HAVE ANY INFORMATION FOR THE |
| | DROPPED CEILING THROUGH OUT THE SUITE. TYPE OF FRAMING |
| | MATERIAL, SIZE AND SPACING OF THE FRAMING MATERIAL, |
| | SPACING FOR CEILING JOIST, IF STIF BACKS ARE REQUIRED |
| | FOR THE SPANS NOR THE THICKNESS OF THE FINISH CEILING |
| | MATERIAL AND TYPE OF FINISH CEILING MATERIAL. WILL ALSO |
| | NEED TO KNOW THE DEFLECTION LIMITATION OF THE FINISH |
| | CEILING MATERIAL. 2014 FBC-B TABLE 2506.2 STEEL STUDS, |
| | NON-LOAD BEARING ASTM C 645 , TABLE 2508.1 STEEL |
| | FRAMING FOR GYPSUM BOARD ASTM 745 & TABLE 1604.3 |
| | DEFLECTION LIMITATIONS. |
| | |
| | 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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] |
| | |
| | |
| | |