| Date |
Text |
| 2017-10-03 11:35:08 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17090202 |
| | ADD: 1422 OKEECHOBEE RD. |
| | CONT: CEDARS ELECTRO-MECHANICAL, INC. |
| | TEL: 561-588-4088 IBRAHIM CHALHOUB |
| | 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: TUES. OCT. 03/2017 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE PROVIDE A SURVEY WITH THE LOCATION OF THE |
| | EXISTING BUILDING AND NEW PROPOSED ADDITION AND PROVIDE |
| | THE DISTANCES TO THE PROPERTY LINE. THE COVERSHEET |
| | STATES THE FIRE RESISTANCE REQUIREMENTS PER FBC-B TABLE |
| | 601. A SURVEY WILL PROVIDE THE DISTANCE FROM THE |
| | BUILDING AND WHAT THE FIRE RESISTANCE RATING FOR |
| | EXTERIOR WALLS BASED ON THE FIRE SEPARATION DISTANCE |
| | PER TABLE 602 OF THE 2014 FBC-B. |
| | |
| | 2) 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. PLEASE |
| | PROVIDE A SOILS REPORT FOR THE LOAD BEARING CAPACITY OF |
| | THE SOIL. WHERE THE CLASSIFICATION, STRENGTH OR |
| | COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A |
| | LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| | CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE |
| | PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION |
| | BE CONDUCTED. |
| | |
| | 3) THE COVERSHEET: |
| | 3A) THE COVERSHEET INDICATES THE COMPLIANCE WITH THE |
| | 2014 EXISTING BUILDING CODE FOR THE NEW ADDITION |
| | COMPLIANCE WILL NEED TO BE MET IN CHAPTER 11, FOR THE |
| | EXISTING BUILDING PLEASE PROVIDE WHAT LEVEL ALTERATION |
| | OR PROVIDE OTHER DESIGN CRITERIA. |
| | 2014 EXISTING BUILDING CODE 301.1. APPLICATION OF A |
| | METHOD SHALL BE THE SOLE BASIS FOR ASSESSING THE |
| | COMPLIANCE OF WORK PERFORMED UNDER A SINGLE PERMIT |
| | UNLESS OTHERWISE APPROVED BY THE CODE OFFICIAL. |
| | SECTIONS 301.1.1 THROUGH 301.1.3 |
| | |
| | 3B) THE PLANS INDICATE THIS BUILDING IS A S2 OCCUPANCY. |
| | THE COVERSHEET LIST THE S2 OCCUPANCY OF 9906 SQ. FT. |
| | AND THE BUSINESS OCCUPANCY 1400 SQ. FT. A TOTAL OF |
| | 11,306 SQ. FT. THE BUSINESS OCCUPANCY BEING 1400 SQ. |
| | FT. IS 0.12 % OR OVER 10% BUILDING AREA MAKING THE |
| | BUILDING A MIXED USE BUILDING, SEE FBC-B 508.2.1. |
| | |
| | 3C) PLEASE SEE TABLE 508.4 OCCUPANCY SEPARATION, PLEASE |
| | DECLARE THE OCCUPANCY SEPARATION, AND IF TAKING THE |
| | REDUCTION IN HOURS FOR A FIRE SPRINKLERED BUILDING. |
| | |
| | 3D) PLEASE ALSO REVIEW AND DECLARE: |
| | 2014 FBC-B 508.3 NONSEPARATED OCCUPANCIES. |
| | 2014 FBC-B 508.3.3 SEPARATION. |
| | |
| | 3E) THE COVERSHEET INDICATES THIS BUILDING TO BE FIRE |
| | SPRINKLERED. THERE IS NO FIRE SPRINKLER CALCULATIONS |
| | NOR PLANS IN THIS REVIEW CYCLE. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS/ BUILDING REVIEW: |
| | FIRE SUPPRESSION SYSTEMS SHALL INCLUDE: |
| | SCHEMATIC FIRE SPRINKLERS |
| | STANDPIPES |
| | PRE-ENGINEERED SYSTEMS |
| | RISER DIAGRAM |
| | W. P. B. ADMINISTRATIVE CODE105.3.1.2(2) FIRE SPRINKLER |
| | DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH |
| | INCLUDES A FIRE SPRINKLER SYSTEM WHICH CONTAINS 50 OR |
| | MORE SPRINKLER HEADS. A CONTRACTOR I, CONTRACTOR II OR |
| | CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521, FLORIDA |
| | STATUTES, MAY DESIGN A FIRE |
| | SPRINKLER SYSTEM OF 49 OR FEWER HEADS AND MAY DESIGN |
| | THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF |
| | THE ALTERATION CONSISTS OF THE RELOCATION, ADDITION OR |
| | DELETION OF NOT MORE THAN 49 HEADS, NOTWITHSTANDING THE |
| | SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM. |
| | |
| | 3F) 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS/ BUILDING REVIEW: |
| | 8. STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | BUILDING ENVELOPE |
| | STRUCTURAL CALCULATIONS (IF REQUIRED) |
| | WALL SYSTEMS |
| | ROOF SYSTEMS |
| | BUILDING ENVELOPE (PRODUCT APPROVALS) PLEASE NOTE ONLY |
| | (1) SET OF COVERSHEETS FOR PRODUCT APPROVALS WAS |
| | SUBMITTED. THERE WERE NO TECHNICAL SHEETS PROVIDED. FOR |
| | THE APPROVAL FROM THE DESIGN PROFESSIONAL TO BE VALID |
| | THE DESIGN PROFESSIONAL WILL NEED TO PROVIDE THE |
| | SUB-SYSTEM FOR BOTH THE ROOF & WALL PANELS, TYPE OF |
| | FASTENERS, SPACING OF THE GURTS AND PURLINS FOR NOT |
| | ONLY THE INTERIOR WALL AND ROOF FRAMING BUT FOR ALSO |
| | ROOF ZONES 2 & 3 AND WALL ZONE # 5. THE DESIGN |
| | PROFESSIONAL WOULD NEED TO KNOW IF THE STEEL BUILDING |
| | ENGINEER HAS TAKEN THE REDUCTIONS ALLOWABLE BY AISI |
| | S100/ S210 UNDER D6.2.1A FOR STRENGTH (RESISTANCE) OF |
| | STANDING SEAM ROOF PANEL SYSTEMS AND MEETING THE (7) |
| | REQUIREMENTS UNDER THIS SECTION. 2014 FBC-B 2211.4 |
| | WALLS & 2211.5 ROOF SYSTEMS. |
| | THE STEEL FRAMEWORK FOR THE WALLS AND ROOF FRAMING |
| | MEMBERS HAS NOT BEEN SUBMITTED NOR THE SECONDARY |
| | FRAMING MEMBERS GIRTS OR PURLINS. THE PRESSURES FOR |
| | COMPONENTS AND CLADDING WALLS & ROOFS CAN NOT BE |
| | VERIFIED. |
| | |
| | 3G) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 3H) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. 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. |
| | |
| | 4) SHEET A3.2 INDICATES A BATHROOM IN THE PARKING |
| | GARAGE PORTION OF THE EXISTING BUILDING WITH A SHOWER. |
| | SHEET 3.3 SHOWS AN ENLARGED DETAIL OF THE SAME BATHROOM |
| | AND HANDICAPPED SHOWER. PLEASE NOTE THE SHOWER IS NOT |
| | DIMENSIONED. SHOW COMPLIANCE WITH; |
| | 4A) 2014 ACCESSIBILITY CODE 608.2.1 TRANSFER TYPE |
| | SHOWER COMPARTMENTS. TRANSFER TYPE SHOWER COMPARTMENTS |
| | SHALL BE 36 INCHES BY 36 INCHES CLEAR INSIDE DIMENSIONS |
| | MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND |
| | SHALL HAVE A 36 INCH WIDE MINIMUM ENTRY ON THE FACE OF |
| | THE SHOWER COMPARTMENT. |
| | |
| | 4B) 2014 ACCESSIBILITY CODE FIGURE 608.2.1 TRANSFER |
| | TYPE SHOWER COMPARTMENTS. CLEARANCE OF 36 INCHES (915 |
| | MM) WIDE MINIMUM BY 48 INCHES (1220 MM) LONG MINIMUM |
| | MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. THE |
| | WHEELCHAIR WILL BE 1?-0? BEHIND THE WALL WITH SEAT SO |
| | THE OCCUPANT AND SLIDE/ TRANSFER ON TO THE SHOWER SEAT. |
| | |
| | 5) SHEET A3.1 SHOWS A MAINTENANCE GARAGE PLEASE PROVIDE |
| | HOW COMPLIANCE WITH: 406.8.3 FLOOR SURFACE. |
| | REPAIR GARAGE FLOORS SHALL BE OF CONCRETE OR SIMILAR |
| | NONCOMBUSTIBLE AND NONABSORBENT MATERIALS. |
| | EXCEPTION: SLIP-RESISTANT, NONABSORBENT, INTERIOR FLOOR |
| | FINISHES HAVING A CRITICAL RADIANT FLUX NOT MORE THAN |
| | 0.45 W/CM2, AS DETERMINED BY NFPA 253, SHALL BE |
| | PERMITTED. |
| | |
| | 6) SHEET A3.1 SHOW COMPLIANCE WITH: FBC-B 406.8.4 |
| | HEATING EQUIPMENT. HEATING EQUIPMENT SHALL BE INSTALLED |
| | IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| | MECHANICAL. |
| | |
| | 7) SHEET A3.1 FBC-B 406.8.6 AUTOMATIC SPRINKLER SYSTEM. |
| | A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC |
| | SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.9.1. |
| | |
| | 8) 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. |
| | |
| | 9) 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. |
| | |
| | THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| | COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| | ON SUBSEQUENT REVIEWS. |
| | |
| | |
| | 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] |
| | |
