| Date |
Text |
| 2017-06-19 11:30:09 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17060297 |
| | ADD: 222 LAKEVIEW AVE. UNIT: 3N |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??????????????? |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. JUNE 19/2017 |
| | 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) THE COVERSHEET CS-1 AND THE LS-1 SHEET BOTH INDICATE |
| | THE MINIMUM BUILDING TYPE TO BE TYPE II CONSTRUCTION. |
| | PLEASE UPDATE PLANS. THE 2014 FBC-B TABLE 503 FOR R2 |
| | OCCUPANCY FOR TYPE II CONSTRUCTION WITH A 1 STORY |
| | ALLOWABLE INCREASE ONLY PROVIDES A 5 STORY BUILDING. |
| | TYPE IB CONSTRUCTION FOR R2 OCCUPANCY WITH A 1 STORY |
| | INCREASE ONLY ALLOWS FOR A BUILDING OF 12 STORIES. THIS |
| | UNIT IS ON LEVELS 18, 19 & 20. TABLE 503 FOR R2 |
| | OCCUPANCY WILL REQUIRE THE CONSTRUCTION TYPE TO BE A |
| | MINIMUM CONSTRUCTION OF TYPE IA. |
| | |
| | 3) THE LS-1 SHEET LISTS THE OCCUPANCIES FOR THIS UNIT |
| | AS BUSINESS & RESIDENTIAL. 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) 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) 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. |
| | |
| | 4D) PLEASE ALSO REVIEW FIRES NOTES THAT DEAL WITH THE |
| | EXTERIOR CONCRETE DECK WHERE NO FIRE EXTINGUISHERS ARE |
| | LOCATED AND THE REQUIREMENTS OF NFPA, WHICH ARE MORE |
| | RESTRICTIVE OF THE 2 CODES. 101.4.5 FIRE PREVENTION. |
| | |
| | 5) 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) SHEET A-7 HAS A WIND DESIGN CHART FOR A SERIES OF |
| | SLIDING GLASS DOORS. PLEASE NOTE THIS PRODUCT DOES NOT |
| | INDICATE WHO?S PRODUCT THIS IS NOR IS THERE ANY PRODUCT |
| | APPROVAL FOR THIS PRODUCT PROVIDE. 2014 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 6B) SUBMITTED PRODUCT APPROVAL A MIAMI-DADE NOA |
| | 16-0629.10 PGT SGD-780 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, MULLION |
| | 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 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. |
| | |
| | 6C) 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) 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) SHEET A-6 INDICATES (2) CUT SECTIONS OF THE HANDRAIL |
| | WITH THE PERIMETER OF THE HAND RAIL GREATER THAN 6 ? |
| | INCHES. PLEASE PROVIDE COMPLIANCE WITH SECTION |
| | 1012.3.2. TYPE II HANDRAILS. HANDRAILS WITH A PERIMETER |
| | GREATER THAN 61/4 INCHES (160 MM) SHALL PROVIDE A |
| | GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE |
| | PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A |
| | DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM |
| | THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH |
| | OF AT LEAST 5/16 INCH (8 MM) WITHIN 7/8 INCH BELOW THE |
| | WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH |
| | SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS |
| | NOT LESS THAN 1 3/4 INCHES BELOW THE TALLEST PORTION OF |
| | THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE |
| | THE RECESS SHALL BE 1 1/4 INCHES TO A MAXIMUM OF 2 3/4 |
| | INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. |
| | |
| | 8) SHEET A-6 INDICATES THE REPLACEMENT OF THE STAIR |
| | TREADS, PLEASE PROVIDE THE THICKNESS OF THE EXISTING |
| | TREADS AND THE PROPOSED NEW TREADS. 2014 FBC-B: |
| | 8A) 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) 1009.7.5.1 NOSING PROJECTION SIZE. THE LEADING EDGE |
| | (NOSINGS) OF TREADS SHALL PROJECT NOT MORE THAN 1 1/4 |
| | INCHES (32 MM) BEYOND THE TREAD BELOW. |
| | 8C) 1009.7.5.2 NOSING PROJECTION UNIFORMITY. ALL NOSING |
| | PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM |
| | SIZE, INCLUDING THE PROJECTIONS OF THE NOSINGS LEADING |
| | EDGE OF THE FLOOR AT THE TOP OF A FLIGHT. |
| | |
| | 9A) 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. SHEET |
| | A-6 SHOWS DETAILS WITH A 36 INCH GUARDRAIL AND A 42 |
| | INCH HANDRAIL, PLEASE CONFIRM WHAT IS TO BE REPLACED |
| | AND WHAT IS NEW GLAZING FOR THE GUARDRAIL SYSTEM. |
| | |
| | 9B) IF THE GLAZED GUARDRAIL SYSTEM IS BEING REPLACED |
| | THEN PROVIDE THE TYPE OF GLAZING TO BE INSTALLED IN |
| | COMPLIANCE WITH 2014 FBC-B . 2406.4.4 GLAZING IN GUARDS |
| | AND RAILINGS. GLAZING IN GUARDS AND RAILINGS, INCLUDING |
| | STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL |
| | PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING |
| | SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. |
| | |
| | 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] |
| | |
| | |
