| Date |
Text |
| 2016-06-17 13:35:26 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16060610 |
| | ADD: 1045 CHARLOTTE AVE. |
| | CONT: T.B.D./ TO BE DETERMINED |
| | TEL: EXT. 1053 CONTACT; DANIEL ROBERGE |
| | 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. JUNE 17/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-02 THE FLOOR PLAN INDICATES NEW ACCESSIBLE |
| | STALLS IN BOTH THE WOMEN?S AND MEN?S RESTROOMS. THE |
| | STALLS ARE NOT DIMENSIONED TO THEIR OVERALL WIDTH AND |
| | LENGTH. COMPLIANCE WITH 2014 FBC-ACCESS. CODE SECTION |
| | 604.3.1 SIZE CANNOT BE DETERMINED. CLEARANCE AROUND A |
| | WATER CLOSET SHALL BE 60 INCHES (1525 MM) MINIMUM |
| | MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES |
| | (1420 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR |
| | WALL. |
| | |
| | 2) THE OTHER ISSUE WITH THE MEN?S GANGED RESTROOM IS |
| | COMPLIANCE WITH 2014 FBC-ACCESS. CODE 213.3.1. |
| | TOILET COMPARTMENTS. WHERE TOILET COMPARTMENTS ARE |
| | PROVIDED, AT LEAST ONE TOILET COMPARTMENT SHALL COMPLY |
| | WITH 604.8.1. IN ADDITION TO THE COMPARTMENT REQUIRED |
| | TO COMPLY WITH 604.8.1, AT LEAST ONE COMPARTMENT SHALL |
| | COMPLY WITH 604.8.2 WHERE SIX OR MORE TOILET |
| | COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF |
| | URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES. |
| | |
| | 2A) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS |
| | CODE: 604.8.2.1 SIZE. AMBULATORY ACCESSIBLE |
| | COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES (1525 MM) |
| | MINIMUM AND A WIDTH OF 35 INCHES (890 MM) MINIMUM AND |
| | 37 INCHES (940 MM) MAXIMUM. |
| | |
| | 2B) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS |
| | CODE: 604.8.2.2 DOORS. TOILET COMPARTMENT DOORS, |
| | INCLUDING DOOR HARDWARE, SHALL COMPLY WITH 404, EXCEPT |
| | THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE |
| | COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF |
| | THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES |
| | (1065 MM) MINIMUM. THE DOOR SHALL BE SELF-CLOSING. A |
| | DOOR PULL COMPLYING WITH 404.2.7 SHALL BE PLACED ON |
| | BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET |
| | COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM |
| | REQUIRED COMPARTMENT AREA. |
| | |
| | 2C) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS |
| | CODE: 604.8.2.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH |
| | 609. A SIDE-WALL GRAB BAR COMPLYING WITH 604.5.1 SHALL |
| | BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. |
| | |
| | 2D) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS |
| | CODE: 609.8 STRUCTURAL STRENGTH. ALLOWABLE STRESSES |
| | SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A |
| | VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED |
| | AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING |
| | DEVICE, OR SUPPORTING STRUCTURE. |
| | |
| | 3A) SHEET M-1 NOTE # 5 INDICATES NEW 100 % OUTSIDE AIR |
| | UNIT TO REPLACE 2 EXISTING UNITS ON PLATFORMS. |
| | THIS NEW ROOFTOP UNIT APPEARS TO BE ON A ROOF TOP CURB |
| | AND NOT ON AN A/C STAND. FOR A NEW RTU A HOLE WILL NEED |
| | TO BE CUT INTO THE ROOF DECK, PLEASE PROVIDE NEW |
| | FRAMING DETAIL AND HOW THE NEW FRAMING WILL TIE BACK |
| | INTO THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM? |
| | 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | FBC-B 1609.6.4 DESIGN PROCEDURE. THE MWFRS AND THE |
| | COMPONENTS AND CLADDING OF EVERY BUILDING OR OTHER |
| | STRUCTURE SHALL BE DESIGNED FOR THE PRESSURES |
| | CALCULATED USING EQUATION 16-35. |
| | |
| | 3B) THE ROOF TOP CURB WILL ALSO NEED TO BE SECURED TO |
| | THE ROOF FRAMING AS WELL AS THE NEW RTU TO THE ROOF TOP |
| | CURB. PLEASE PROVIDE ANCHORING SYSTEM FOR THE CURB AND |
| | RTU. |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 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? |
| | |
| | 3C) 2014 FBC-B 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)( C ) WALL LOUVERS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES & CURBS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 3D) 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.. |
| | |
| | 4) 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. 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). |
| | |
| | 5) 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] |
| | |
| | |
