| Date |
Text |
| 2016-08-14 11:00:03 | 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. |
| | |
| | 2ND REVIEW |
| | DATE: SUN. AUGUST 14/2016 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED |
| | |
| | 2) SEMI-COMPLIED. THE OTHER ISSUE WITH THE MENS 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) COMPLIED. PLEASE SHOW COMPLIANCE WITH THE 2014 |
| | FBC-ACCESS CODE: 604.8.2.1 SIZE. AMBULATORY ACCESSIBLE |
| | COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM |
| | AND A WIDTH OF 35 INCHES MINIMUM AND 37 INCHES MAXIMUM. |
| | |
| | 2B) 2ND REQUEST. PLEASE SHOW COMPLIANCE WITH THE 2014 |
| | FBC-ACCESS CODE: 604.8.2.2 DOORS. TOILET COMPARTMENT |
| | DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED |
| | COMPARTMENT AREA. |
| | |
| | 2C) 2ND REQUEST. SEMI-COMPLIED. PLEASE REVIEW SHEET |
| | A-04 DETAIL 9 THE GRAB BAR IS DIMENSIONED FROM THE |
| | FLOOR TO CENTER LINE OF THE FIXTURE. NOTE UNDER THE |
| | 2014 FBC-ACCESS. CODE SECTION 609.4 THE GRAB BAR IS NOW |
| | MEASURED FROM THE FINISH FLOOR TO THE TOP OF THE |
| | GRASPING SURFACE. 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) 2ND REQUEST. 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.2.1.3: W.P.B. ADMINISTRATIVE CODE/SUCH INFORMATION |
| | SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE |
| | CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR |
| | ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". |
| | |
| | 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) 2ND REQUEST. SHEET M-1 NOTE # 5 INDICATES NEW 100 % |
| | OUTSIDE AIR UNIT TO REPLACE 2 EXISTING UNITS ON |
| | PLATFORMS. RESPONSE INDICATES THE NEW UNIT IS TO SET IN |
| | A WARE HOUSE MEZZANINE. 2014 FBC-M 403.2 OUTDOOR AIR |
| | REQUIRED. |
| | THE MINIMUM OUTDOOR AIRFLOW RATE SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION 403.3. VENTILATION SUPPLY |
| | SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE |
| | OF OUTDOOR AIRFLOW TO THE BREATHING ZONE WITHIN EACH |
| | OCCUPIABLE SPACE. |
| | |
| | 1ST REVIEW COMMENTS. 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) 2ND REQUEST. 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)DEFERRED SUBMITTALS 107.3.4.2. 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) DEFERRED SUBMITTALS 107.3.4.2. 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) 2ND REQUEST. THE RESPONSE INDICATES THE WIND DESIGN |
| | CRITERIA WAS ADDED TO THE PLANS. THIS SHOULD BE ON THE |
| | STRUCTURAL SHEET S0.1, NOT FOUND BUT LOCATED ON THE |
| | ARCHITECTURAL COVERSHEET? |
| | 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] |
| | |
| | |
