| Date |
Text |
| 2015-12-29 16:01:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15120556 |
| | ADD: 777 S. FLAGLER DR. SUITE # 100R |
| | CONT: GOLDCON, INC. |
| | TEL: (305)354-2126 |
| | 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. DEC. 29/2015 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET, SHEET T1 LIST THE CONSTRUCTION TYPE |
| | AS A BUILDING TYPE III-B CONSTRUCTION. NOTE THIS IS A |
| | HIGHRISE AND CONSTRUCTION TYPE 1A, PLEASE CORRECT. |
| | 2014 FBC-B TABLE 503. |
| | |
| | 2) SHEET A-1 INDICATES THE REMOVAL OF WHAT APPEARS ONE |
| | OF THE TWO REQUIRED, EGRESS DOORS. PLEASE PROVIDE A |
| | LIFE SAFETY PLAN FOR THE MAIN DINING ROOM, LOUNGE, |
| | BOARDROOM A AND BOARDROOM B. PLEASE SHOW COMPLIANCE |
| | WITH: |
| | |
| | 2A) PLEASE SHOW THE EXITS FROM THE MAIN DINING ROOM IN |
| | COMPLIANCE WITH 2014 FBC-B SECTION 1015.1 & TABLE |
| | 1015.1. |
| | |
| | 2B) THE 2 EXIT ACCESS DOORS MUST MEET THE 1/3 RD |
| | DIAGONAL DISTANCE SERVED FOR THAT ROOM 2014 FBC-B |
| | 1015.2.1 EXCEPTION 2. |
| | |
| | 2C) EGRESS CAN NOT BE THROUGH THE SERVICE STATION |
| | ADJACENT TO THE BAR, SEE 2014 FBC-B 1014.2 .4 EGRESS |
| | SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS |
| | OR SPACES USED FOR SIMILAR PURPOSES. |
| | |
| | 2D) THE COMBINED LOAD OF BOARD ROOMS A & B IS 72 |
| | OCCUPANTS, PLEASE SHOW 50% OF THIS OCCUPANT LOAD GOING |
| | THROUGH THE DINING ROOM. |
| | |
| | 2E) SHOW COMPLIANCE WITH 2014 FBC-B 1028.10.1.2 IN THE |
| | MAIN DINING ROOM. SEATING AT TABLE AISLE ACCESSWAY |
| | LENGTH. THE LENGTH OF TRAVEL ALONG THE AISLE ACCESSWAY |
| | SHALL NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO THE |
| | POINT WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS |
| | OF EGRESS TRAVEL TO SEPARATE EXITS. |
| | |
| | 3) THE MEANS OF EGRESS ILLUMINATED EXIT SIGNAGE 2014 |
| | FBC-B 1006. |
| | |
| | 4) CAIN MILLWORK PLANS INDICATE A PORTION OF THE BAR TO |
| | BE ADA ACCESSIBLE. THE FLOOR PLAN SHEET A-1 DOES NOT |
| | SHOW WHERE THIS PORTION OF BAR IS LOCATED? |
| | 2014 FL. ACCESSIBILITY CODE 226.1 GENERAL. WHERE DINING |
| | SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR |
| | DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND |
| | STANDING SPACES AT THE DINING SURFACES SHALL COMPLY |
| | WITH 902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED |
| | FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT |
| | SHALL COMPLY WITH 902. |
| | |
| | 902.4.2 HEIGHT. THE TOPS OF TABLES AND COUNTERS SHALL |
| | BE 26 INCHES (660 MM) MINIMUM AND 30 INCHES (760 MM) |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 5) PLEASE NOTE IF THE EXTERIOR DOOR BEING REMOVED AND |
| | STILL MEETS ALL OF THE CODE REQUIREMENTS OUTLINED IN |
| | COMMENT # 2 A-E THEN COMPLIANCE WITH THE WIND DESIGN |
| | CRITERIA WILL NEED TO BE MET. PLEASE PROVIDE THE WIND |
| | DESIGN CRITERIA FOR THE PRESSURES PROVIDED. NEGATIVE |
| | PRESSURES ARE TAKEN FROM THE ROOF, POSITIVE BUILD FROM |
| | GRADE. 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. |
| | 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. |
| | |
| | 6) 2010 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)(B) WINDOWS |
| | |
| | 7) 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. |
| | |
| | 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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