| 2016-04-01 10:03:31 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16030836 |
| | ADD: 701 S. ROSEMARY AVE. SUITE # 123 |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-213-6975 |
| | 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: FRI. APRIL 1/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A101: |
| | 1A) THE THE COVERSHEET LIST THE OCCUPANT LOAD OF 54 |
| | OCCUPANTS WITH THE REQUIRED 2 EXITS. THERE IS NO LIFE |
| | SAFETY PLANS SHOWING WHERE THE 2ND REQUIRED EXIT IS |
| | LOCATED. WITH THE 2ND EXIT BEING A BACK OF HOUSE EXIT |
| | DISCHRGE INTO A EXIT PASSAGEWAY. ASSUMED DOOR # 4 BEING |
| | THE EXIT FROM THE TENNANT SPACEINTO THE 1 HOUR FIRE |
| | RATED EXIT PASSAGE WAY THE WALLS OF THE BACK OF HOUSE |
| | EXIT PASSAGEWAY SHOULD SHOW AS A ONE HOUR FIRE RATING |
| | WITH OPENING PROTECTIVE RATING AT DOOR # 4 EVEN IF |
| | EXISITNG SHOW RATING. |
| | |
| | 2014 FBC-B 1023.3 CONSTRUCTION. EXIT PASSAGEWAY |
| | ENCLOSURES SHALL HAVE WALLS, FLOORS AND CEILINGS OF NOT |
| | LESS THAN A 1-HOUR FIRE-RESISTANCE RATING, AND NOT LESS |
| | THAN THAT REQUIRED FOR ANY CONNECTING INTERIOR EXIT |
| | STAIRWAY OR RAMP. EXIT PASSAGEWAYS SHALL BE CONSTRUCTED |
| | AS FIRE BARRIERS IN ACCORDANCE WITH SECTION 707 . |
| | |
| | 2014 FBC-B 716.5 FIRE DOOR AND SHUTTER ASSEMBLIES. |
| | |
| | 1B) NOTE ON THE PLAN INDICATING (E) EXISITING STEEL |
| | COLUMN WITH NEW SURROUND. 2 1/2 INCH STEEL STUDS WITH |
| | TYPE X 5/8 INCH GYPSUM BOARD TO DECK ABOVE. THE STEEL |
| | COLUMN AS SHOWN PENETRATES THE 1 HOUR FIRE RATED WALL. |
| | PLEASE NOT ONLY PROVIDE A UL NUMBER FOR WALL RATING BUT |
| | SHOW THE ACTUAL UL DETAIL ASSEMBLY FOR THE INSPECTOR |
| | WILL BE ABLE TO VIEW THE WALL CONSTRUCTION AS PER THE |
| | UL FIRE RATING. |
| | 2014 FBC-B 708.4. CONTINUITY. |
| | |
| | 1C) PLEASE SHOW COMPLIANCE WITH 2014 FBC-B 906.1 WHERE |
| | FIRE EXTINGUISHERS ARE REQUIRED. |
| | |
| | 2) SHEET A102 THE REFLECTED CEILING PLAN (2) EXITS |
| | REQUIRED. THE PLANS SHOWS THE EXIT SIGN OVER THE FRONT |
| | ENTRY DOOR BUT NOT OVER THE DOORWAY LEADING TO THE BACK |
| | OF HOUSE AREA AND THE 2ND REQUIRED EXIT. |
| | 2014 1015.1 TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT |
| | ACCESS DOORWAY. |
| | 2014 FBC-B SECTION 1011 EXIT SIGNS 1011.1 WHERE |
| | REQUIRED. |
| | |
| | 3) SHEET A201 DETAILS 1 & 5 SHOW THE ACCESSIBLE |
| | HANDRAIL CENTERLINE 33-36 INCHES WHEREAS THE 2014 |
| | FBC-ACCESS. CODE 609.4 POSITION OF GRAB BAR IS MEASURED |
| | FROM FINISH FLOOR TO THE TOP OF THE GRIPPING SURFACE |
| | NOT THE CENTERLINE. |
| | |
| | 4) SHEET A300 INDICATES NEW STOREFRONT WINDOW UNITS AS |
| | WELL AS NEW STORFRONT DOORS. PLEASE SHOW COMPLIANCE |
| | WITH: |
| | 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. /MULLIONS |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS/ MULLIONS |
| | |
| | 5) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 6) 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. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 7) 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: |
| | |
| | 7.1. 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. |
| | |
| | 7.2. RISK CATEGORY. |
| | |
| | 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 7.5. 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. |
| | |
| | 8) 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. |
| | |
| | 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] |
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