| Date |
Text |
| 2016-08-02 16:56:22 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070183 |
| | ADD: 518 S. DIXIE HWY. |
| | CONT: TBD / TO BE DETERMINED |
| | TEL: 954-570-9500 |
| | E-MAIL: BRIAN @ TBBG.NET |
| | |
| | 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: TUES. AUGUST 02/ 2016 |
| | ACTION: DENIED |
| | |
| | 1A) SHEET A-001 THE COVERSHEET INDICATES UNDER THE |
| | HEADING OF KEY PROJECT DATA THIS BUILDING IS A |
| | CONSTRUCTION TYPE (VB) PROTECTED. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. NORMALLY THE TERM PROTECTED IS |
| | USED AS A FIRE RATING OF STRUCTURAL MEMBERS, AS IN |
| | BUILDING TYPE 1A, 1B, IIA, IIIA, IVA OR VA. |
| | SEE TABLE 601 FOR FIRE RATINGS OF STRUCTURAL ELEMENTS. |
| | |
| | 1B) SHEET A-001 UNDER THE KEY PROJECT DATA DOES NOT |
| | ADDRESS THE ISSUE OF THE CLOSENESS OF THE 2 BUILDINGS |
| | ON THE SAME LOT AND ALLOWABLE OPENINGS VERSES ASSUMED |
| | PROPERTY LINES VERSES 503.1.2 BUILDINGS ON THE SAME |
| | LOT. FBC-B 503.1.2. |
| | |
| | 1C) SHEET A-001 UNDER THE HEADING KEY PROJECT DATA DOES |
| | NOT LIST THE REQUIREMENTS FOR SEPARATING OCCUPANCIES |
| | WITH HORIZONTAL FIRE BARRIER REQUIREMENTS. SHEET A-101 |
| | INDICATES 1 HOUR SEPARATION. SEE FBC-B SECTION 707.3.10 |
| | FIRE AREAS. THE FIRE BARRIERS OR HORIZONTAL ASSEMBLIES, |
| | OR BOTH. THE FIRE BARRIERS OR HORIZONTAL ASSEMBLIES, OR |
| | BOTH, SEPARATING FIRE AREAS OF MIXED OCCUPANCIES SHALL |
| | HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THE |
| | HIGHEST VALUE INDICATED IN TABLE 707.3.10 FOR THE |
| | OCCUPANCIES UNDER CONSIDERATION, 2 HOUR FIRE RATING. |
| | |
| | 420.3 HORIZONTAL SEPARATION. FLOOR ASSEMBLIES |
| | SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR |
| | ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME |
| | BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR |
| | SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO |
| | THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS |
| | HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711. |
| | |
| | 1D) SHEET A-001 UNDER THE HEADING KEY PROJECT DATA |
| | INDICATES THE BUILDING IS NON-SPRINKLERED BUILDING. THE |
| | 2014 EXISTING BUILDING CODE SECTION 1102.3 FIRE |
| | PROTECTION SYSTEMS. EXISTING FIRE AREAS INCREASED BY |
| | THE ADDITION SHALL COMPLY WITH CHAPTER 9 OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | 2014 FBC-B 903.2.8 GROUP R. AN AUTOMATIC SPRINKLER |
| | SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL |
| | BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R |
| | FIRE AREA. |
| | |
| | 1E) PLEASE PROVIDE A LIFE SAFETY PLAN. 2014 FLORIDA |
| | BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | |
| | |
| | THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING |
| | OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA |
| | AND DOCUMENTS A LIFE SAFETY FLOOR PLAN WITH: |
| | OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION |
| | GUARDS/ HANDRAILS/ DESIGN LOADS |
| | DOORS PROVIDE DOOR SCHEDULE |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | |
| | 1F) THE DESIGNER OF RECORD HAS REQUESTED THE EXTERIOR |
| | COMPONENTS AND CLADDING TO BE A DEFERRED SUBMITTAL. |
| | 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 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.. |
| | |
| | 2) SHEET A-103 SHOWS A VERTICAL ADDITION. AN ADDITION |
| | SHALL NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE |
| | EXISTING BUILDING TO WHICH THE ADDITION IS BEING MADE |
| | WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE |
| | SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, |
| | PLUMBING, OR ELECTRICAL SYSTEMS. 2014 EXISTING BUILDING |
| | CODE. THE NORTH WALL OF THE EXISTING 2 STORY IS LESS |
| | THAN 3 FEET FROM THE PROPERTY LINE WALL. THE 2014 FBC-B |
| | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS |
| | BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING |
| | PROTECTION. 0-3 FEET THERE ARE NO OPENINGS ALLOWED. |
| | |
| | 2014 FBC-B 706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL |
| | SERVES AS AN EXTERIOR WALL FOR A BUILDING AND SEPARATES |
| | BUILDINGS HAVING DIFFERENT ROOF LEVELS, SUCH WALL SHALL |
| | TERMINATE AT A POINT NOT LESS THAN 30 INCHES ABOVE THE |
| | LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A |
| | HEIGHT OF 15 FEET ABOVE THE LOWER ROOF IS NOT LESS THAN |
| | 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FROM BOTH |
| | SIDES WITH OPENINGS PROTECTED BY FIRE ASSEMBLIES HAVING |
| | A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. |
| | |
| | THE DESIGNER OF RECORD MAY CLOSE THESE OPENINGS IN WITH |
| | 1 HOUR FIRE RATED CONSTRUCTION AS PER TABLE 602 OF THE |
| | FBC-B, INSTALL 1 HOUR FIRE RATED GLASS BLOCK, OR A 1 |
| | HOUR FIRE SHUTTER ON THE EXTERIOR OF THE WALL. |
| | |
| | 3) SHEET A-101 SHOWS UNDER THE ENCLOSED STAIRWELL A |
| | CLOSET. THE PLANS DO NOT INDICATE HOW COMPLIANCE WITH |
| | SECTION 1009.9.3 WILL BE OBTAINED. 2014 FBC-B 1009.9.3 |
| | ENCLOSURES UNDER INTERIOR STAIRWAYS. |
| | THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES |
| | UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE |
| | PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION |
| | OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY |
| | ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED |
| | SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR |
| | ENCLOSURE. |
| | |
| | 4) SHEET A-101, A-103 & A-104 ALL SHOW A NEW EXTERIOR |
| | STAIR. THE PLANS DO NOT SHOW COMPLIANCE WITH SECTION |
| | 1026 OF THE 2014 FBC-B. 1026.6 EXTERIOR STAIRWAY AND |
| | RAMP PROTECTION. |
| | EXTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE SEPARATED |
| | FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN |
| | SECTION 1022.2. OPENINGS SHALL BE LIMITED TO THOSE |
| | NECESSARY FOR EGRESS FROM NORMALLY OCCUPIED SPACES. |
| | PLEASE ALSO SEE THE 2012 IBC COMMENTARY 1026.6 AND |
| | FIGURE 1026.6(1) FOR ALLOWABLE OPENINGS AND REQUIRED |
| | FIRE RATINGS. PLEASE NOTE THIS AFFECTS ALL OPENINGS 1ST |
| | & 2ND FLOORS THAT ARE WITHIN 10 FEET OF THE STAIR& |
| | LANDINGS ON BOTH BUILDINGS!!!!! |
| | |
| | 5) SHEET A-101: THE 2ND STORY R2 OCCUPANCY EGRESS STAIR |
| | OPENS SWINGING OUT OVER THE PROPERTY LINE. |
| | 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN |
| | HEIGHT. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT |
| | INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 6) SHEET A-101 THE NEW PROPOSED DELI DOES NOT SHOW ANY |
| | EGRESS DOORS THAT OPEN ONTO DIXIE HWY. THERE IS A PAIR |
| | OF DOORS OUT THE BACK OF THE PROPOSED DELI BUT WOULD |
| | NEED TO MEET THE REQUIREMENTS FOR EGRESS COURTS, |
| | SECTION FBC-B 1027.4.(1-5). |
| | |
| | 7) SHEET A-103 SHOWS A WALL TYPE LEGEND WITH VARIOUS UL |
| | LISTINGS. PLEASE PROVIDE THE WHOLE UL LISTING SO THE |
| | INSPECTORS WILL HAVE DOCUMENTATION IN THE FIELD WHAT |
| | MAKES UP THE WALL ASSEMBLY. 703.2 FIRE-RESISTANCE |
| | RATINGS. |
| | |
| | 8) THE 2ND FLOOR CORRIDOR WALLS WILL NEED TO SHOW |
| | COMPLIANCE WITH 2014 FBC-B 1018.6 CORRIDOR CONTINUITY. |
| | FIRE-RESISTANCE-RATED CORRIDORS SHALL BE CONTINUOUS |
| | FROM THE POINT OF ENTRY TO AN EXIT, AND SHALL NOT BE |
| | INTERRUPTED BY INTERVENING ROOMS. WHERE THE PATH OF |
| | EGRESS TRAVEL WITHIN A FIRE-RESISTANCE-RATED CORRIDOR |
| | TO THE EXIT INCLUDES TRAVEL ALONG UNENCLOSED EXIT |
| | ACCESS STAIRWAYS OR RAMPS, THE FIRE RESISTANCE-RATING |
| | SHALL BE CONTINUOUS FOR THE LENGTH OF THE STAIRWAY OR |
| | RAMP AND FOR THE LENGTH OF THE CONNECTING CORRIDOR ON |
| | THE ADJACENT FLOOR LEADING TO THE EXIT. |
| | |
| | 9) SHEET A-105 SHOWS ROOF TOP EQUIPMENT ON THE ROOF OF |
| | THE SECOND STORY PLEASE SHOW COMPLIANCE WITH: FBC-B |
| | 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING |
| | ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT |
| | A HEIGHT EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL |
| | BE PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, |
| | THE EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL |
| | TO THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR |
| | WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | PERMANENT LADDERS INSTALLED FOR ROOF TOP ACCESS. |
| | |
| | 10A) SHEET A-201 & A-202 PLEASE PROVIDE THE CLEAR |
| | OPENING SIZE FOR THE WINDOWS (VENT) FOR COMPLIANCE |
| | WITH: FBC-B 1029.2 MINIMUM SIZE. EMERGENCY ESCAPE AND |
| | RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING |
| | OF 5.7 SQUARE FEET. |
| | |
| | 10B) FBC-B 1029.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET |
| | CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610 |
| | MM). THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION |
| | SHALL BE 20 INCHES (508 MM). THE NET CLEAR OPENING |
| | DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF |
| | THE OPENING. |
| | |
| | 10C) FBC-B 1029.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY |
| | ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE |
| | CLEAR OPENING NOT GREATER THAN 44 INCHES (1118 MM) |
| | MEASURED FROM THE FLOOR. |
| | |
| | 11) SHEET A-103 THE REAR APARTMENT WITH THE TUB NEXT TO |
| | THE EXTERIOR WALL AND WINDOW, PLEASE PROVIDE SILL |
| | HEIGHT AND COMPLIANCE WITH: FBC-B 2406.4.5 GLAZING AND |
| | WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR, |
| | BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE |
| | GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY |
| | ABOVE ANY STANDING OR WALKING SURFACE SHALL BE |
| | CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO |
| | SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. |
| | |
| | 12) NEITHER THE ELEVATION SHEETS NOR THE STRUCTURAL |
| | SHEETS PROVIDE THE WIND DESIGN CRITERIA NOR PRESSURES. |
| | 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: |
| | 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. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 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. |
| | |
| | 13) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 14) 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] |
| | |
| | |
