| Date |
Text |
| 2016-08-04 08:14:48 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070337 |
| | ADD: 8170 OKEECHOBEE BLVD SUITE 8 & 9 |
| | CONT: ATLANTIC ENGINEERING ESERVICES INC. |
| | TEL: 561-358-4140 |
| | 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: THURS. AUGUST 04/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET INDICATES THE BUILDING IS |
| | NON-SPRINKLERED. UNDER THE HEADING EGRESS REQUIREMENTS |
| | SECTION D THE PLANS QUOTE THE CODE SECTION FOR 1/3 THE |
| | DISTANCE APART FOR EGRESSES FBC2014 1015.2.1 PLEASE |
| | NOTE THIS SECTION IS FOR FIRE SPRINKLERED BUILDINGS. |
| | PLEASE CORRECT THIS BUILDING IS NON-SPRINKLERED. |
| | |
| | 2) SHEET A1.00 DETAIL 4 SHOWS THE WATER CLOSET GRAB |
| | BARS MEASURED CENTERLINE FROM THE FLOOR TO THE |
| | CENTERLINE OF THE GRAB BAR. PLEASE SEE UNDER THE 2014 |
| | FBC-ACCESS. CODE SECTION 609.4 POSITION OF GRAB BARS. |
| | GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, |
| | 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM) |
| | MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF |
| | THE GRIPPING SURFACE. |
| | |
| | 3) A1.00 THE MIRROR LOCATION SHALL BE LOCATED A MAXIMUM |
| | OF 40 INCHES FROM THE FINISH FLOOR TO THE BOTTOM OF THE |
| | REFLECTING SURFACE, SEE THE 2014 FBC-ACCESS. CODE |
| | SECTION 603.3. |
| | |
| | 4) SHEET A1.00 SIGNAGE INDICATES SIGNAGE AT A HEIGHT OF |
| | 60 INCHES, FIGURE 703.3.2 POSITION OF BRAILLE. 703.4 |
| | INSTALLATION HEIGHT AND LOCATION. SIGNS WITH TACTILE |
| | CHARACTERS SHALL COMPLY WITH 703.4. |
| | |
| | ACCESS. CODE 703.4.1 HEIGHT ABOVE FINISH FLOOR OR |
| | GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 |
| | INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND |
| | SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST |
| | TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE |
| | FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE |
| | BASELINE OF THE HIGHEST TACTILE CHARACTER. |
| | |
| | 5) SHEET A2.00 SHOWS A BREAK ROOM WITH DETAILS FOUND ON |
| | A8.02 DETAIL # 6. PLEASE SEE THE SHEET A2.00 THE PLANS |
| | INDICATE THE USE OF A MICROWAVE OVEN, THE MICROWAVE |
| | OVEN IS NOT SHOWN IN THE DETAILS FOUND ON A8.02. PLEASE |
| | PROVIDE COMPLIANCE WITH: |
| | 2014 ACCESS CODE REACH RANGES 308.1. & 309.2, 309.3 & |
| | 309.4. |
| | |
| | 6) SHEET M2 INDICATES A NEW ROOFTOP RTU, ATTACHING TO |
| | AN EXISTING CURB. PLEASE PROVIDE THE MANUFACTURERS |
| | SPECIFICATIONS FOR THE CURB ADAPTOR, ANCHORING OF THE |
| | CURB ADAPTOR TO THE CURB AND THE RTU TO THE CURB |
| | ADAPTOR. 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON |
| | STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE |
| | DETERMINED BY METHODS OF STRUCTURAL ANALYSIS THAT TAKE |
| | INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC |
| | COMPATIBILITY AND BOTH SHORT- AND LONG-TERM MATERIAL |
| | PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST |
| | THE OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | 7) 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] |
| | |
| | |
| | |
