| Date |
Text |
| 2017-04-12 10:07:14 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17040338 |
| | ADD: 400 N. FLAGLER DR. SUITE # PH-C2 |
| | CONT: AMC CUSTOM BUILDERS |
| | TEL: 561-308-1590 |
| | 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. APRIL 12/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET D2.0 INDICATES ALL OF THE EXTERIOR GLAZING |
| | EITHER SLIDING DOORS OR WINDOWS ARE GOING TO BE REMOVED |
| | AND REPLACED. A PRODUCT APPROVAL WAS SUBMITTED A |
| | MIAMI-DADE NOA 14-0107.14. THE 2014 FLORIDA BUILDING |
| | CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION 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.. |
| | |
| | 2) IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED, SILL |
| | HEIGHT, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH |
| | OPENING SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. |
| | WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH |
| | APPROVED MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND |
| | SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND |
| | SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING |
| | USED IN THE TESTS. |
| | |
| | 3) MISSING WIND DESIGN CRITERIA, IDENTIFY IF THE GLAZED |
| | OPENINGS ARE IN A WALL ZONE 4 OR 5 THE HEIGHT OF THE |
| | BUILDING, NEGATIVE PRESSURES ARE TAKEN FROM THE ROOF |
| | HEIGHT. THE BUILDING IS LOCATED IN A D EXPOSURE. |
| | 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. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 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) SHEET A5.1 DETAILS 2 & 3 AND SHEET A6.1 DETAIL 1 ALL |
| | REFER TO A FLOOR FINISH SCHEDULE. NOWHERE IN THE |
| | ARCHITECTURAL PLANS IS THERE A FLOOR SCHEDULE. IT IS |
| | NOT KNOWN IF FLOORS ARE BEING REPLACED AND WITH WHAT |
| | MATERIALS. IF FLOORS ARE BEING REPLACED, THEN |
| | COMPLIANCE WITH THESE CODE SECTIONS MUST BE MET. |
| | 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: |
| | A) 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. |
| | |
| | B) 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. |
| | |
| | C) 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, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
