| Date |
Text |
| 2017-07-21 07:06:04 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17060297 |
| | ADD: 222 LAKEVIEW AVE. UNIT: 3N |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-358-4439 |
| | E-MAIL: ???????????? |
| | |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. JULY 21/2017 |
| | ACTION: DENIED |
| | |
| | 1) THE DOLLAR AMOUNT LISTED UNDER THE CONTRACT VALUE |
| | APPEARS TO BE LOW. ONCE THE CONTRACTOR HAS BEEN |
| | DETERMINED AND DOLLAR AMOUNT VERIFIED. 108.3* BUILDING |
| | PERMIT VALUATION. |
| | |
| | 2) COMPLIED. TYPE IA CONSTRUCTION. |
| | |
| | 3) 2ND REQUEST. THE LS-1 SHEET LISTS THE OCCUPANCIES |
| | FOR THIS UNIT AS BUSINESS & RESIDENTIAL (RZ?). NEITHER |
| | SHEET D-1 NOR A-1 SHOW ANY PORTION OF THE UNIT AS A |
| | BUSINESS OCCUPANCY. PLEASE NOTE IF ANY PORTION OF THE |
| | PROPOSED RESIDENTIAL UNIT IS TO BE OFFERED TO THE |
| | PUBLIC AS AN OFFICE THEN THIS IS A WORK LIVE LOFT |
| | GOVERNED UNDER SECTION 419 OF THE FBC-B. IF THIS IS A |
| | SINGLE RESIDENTIAL UNIT FOR LONG TERM USE THEN IT IS |
| | CONSIDERED A R2 OCCUPANCY GROUP. SEE 310.4 OF THE 2014 |
| | FBC-B. |
| | |
| | 4) BUILDING PROVISO: SHEET A-1 SHOWS THE USE OF BOTH |
| | CERAMIC TILE AND WOOD FLOORS. 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 FOR EACH |
| | APPLICATION 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) BUILDING PROVISO/ DEFERRED SUBMITTAL: 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) BUILDING PROVISO/ DEFERRED SUBMITTAL: 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) BUILDING PROVISO/ DEFERRED SUBMITTAL: 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. |
| | |
| | 4D) PLEASE ALSO REVIEW FIRES NOTES THAT DEAL WITH THE |
| | EXTERIOR CONCRETE DECK WHERE NO FIRE SPRINKLERS ARE |
| | LOCATED AND THE REQUIREMENTS OF NFPA, WHICH ARE MORE |
| | RESTRICTIVE OF THE 2 CODES. 101.4.5 FIRE PREVENTION. |
| | THE DESIGNER OF RECORD COULD SUBMIT TO THE BUILDING |
| | OFFICIAL A REQUEST UNDER ALTERNATIVE MATERIALS, DESIGN |
| | AND METHODS OF CONSTRUCTION SECTION 104.11 OF THE 2014 |
| | FLORIDA BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 5)2ND REQUEST. EVEN IF GIVEN THE WORST CASE SCENARIO( |
| | AS INDICATED ON THE PLAN) ONE CAN?T EVEN REVIEW FOR |
| | WIND DESIGN PRESSURES IF THE UNKNOWN IS THE HEIGHT OF |
| | THE BUILDING, OTHERWISE WORST CASE SCENARIO IS A D |
| | EXPOSURE AND THE SQUARE FOOTAGE OF 10 SQ. FT. IN A WALL |
| | ZONE 5, THE PRESSURES IN THIS SITUATION ARE HIGHER THAN |
| | THE SUBMITTED PRODUCT APPROVAL. ADDITIONAL INFORMATION |
| | IS REQUIRED TO SEE IF THE PRODUCT APPROVAL WOULD MEET |
| | THE REQUIRED WIND SPEED AND ASSOCIATED PRESSURES. |
| | |
| | SHEET A-1 SHOWS THE NEW INSTALLATION OF SLIDING GLASS |
| | DOORS ON THE 18TH AND 19TH FLOORS. IN THIS SET OF PLANS |
| | THERE IS NO WIND DESIGN CRITERIA PROVIDED. 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: |
| | |
| | 5.1. 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. |
| | |
| | 5.2. RISK CATEGORY. |
| | |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5.5. 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. |
| | |
| | 6A) COMPLIED. |
| | |
| | 6B) 2ND REQUEST. SUBMITTED PRODUCT APPROVAL A |
| | MIAMI-DADE NOA 16-0629.10 PGT SGD-780 (TABLE 1 OR TABLE |
| | 3 ) HAS NOT IDENTIFIED THE UNIT SIZES, TYPE OF GLAZING, |
| | ANCHOR TYPES AND SPACING, SILL RISER HEIGHT AND |
| | ASSOCIATED PRESSURES NOR THE PRESSURES ASSOCIATED WITH |
| | EACH GLAZING AND ANCHOR TYPE. |
| | FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE |
| | OPENING WIDTH & HEIGHT, TYPE OF GLAZING, INFORMATION IF |
| | REQUIRED, 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 MANUFACTURERS 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. |
| | |
| | 6C) 2ND REQUEST. 1710.5.1.1FBC-B EXTERIOR WINDOWS AND |
| | DOORS. (EXCEPTION) 2. DOOR ASSEMBLIES INSTALLED WHERE |
| | THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 NEED |
| | NOT BE TESTED FOR WATER INFILTRATION. THE OVERHANG |
| | RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: |
| | OH RATIO = OH LENGTH/OH HEIGHT |
| | WHERE: |
| | OH LENGTH = THE HORIZONTAL MEASURE OF HOW FAR AN |
| | OVERHANG OVER A DOOR PROJECTS OUT FROM DOOR SURFACE. |
| | OH HEIGHT = THE VERTICAL MEASURE OF THE DISTANCE FROM |
| | THE DOOR SILL TO THE BOTTOM OF THE OVERHANG OVER A |
| | DOOR. |
| | |
| | 6D) SEMI-COMPLIED. THE PRODUCT APPROVAL HAS THE STAMP |
| | OF ACCEPTANCE BUT NONE OF THE TABLES ARE FILED OUT |
| | SHOWING THE WIDTH OF THE DOOR, HEIGHT, SILL HEIGHT, |
| | ANCHORS GLAZING TYPE NOR ANCHORS TO PROVE CODE |
| | COMPLIANCE. |
| | 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.. |
| | |
| | 7) COMPLIED. |
| | |
| | 8) SHEET A-6 COMPLIED. |
| | |
| | 8A) SEMI- COMPLIED. TREAD DEPTH IS GIVEN BUT NOT THE |
| | HEIGHT OF THE RISERS. 1009.7.4 DIMENSIONAL UNIFORMITY. |
| | STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND |
| | SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST |
| | RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD |
| | DEPTH SHALL NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT |
| | OF STAIRS. |
| | |
| | 8B-C) COMPLIED. |
| | |
| | 9) COMPLIED. |
| | |
| | 10) 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. |
| | 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] |
| | |
| | |
