| Date |
Text |
| 2017-12-19 10:46:17 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17100775 |
| | ADD: 525 25TH ST. |
| | CONT: TOU INC. |
| | TEL: 561-255-1417 |
| | 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: TUES. DEC. 19/2017 |
| | ACTION: DENIED |
| | |
| | 1) 2ND REQUEST. SHEET AE-1.0 AN ARCHITECTS PLAN THAT IS |
| | SIGNED AND SEALED HAS BLACK PIN DRAWN ON TOP OF THE |
| | SIGNED AND SEALED PLANS. PLEASE NOTE THE REAR COLUMN |
| | FROM THE ? SCALE TO THE 3/8 INCH SCALE IS NOT DRAWN IN |
| | THE SAME LOCATION A 6 FOOT DIFFERENCE IN CENTER TO |
| | CENTER, THE 2ND SET OF PLANS THE 2ND COLUMN IS MISSING |
| | ON THE 3/8 INCH SCALED PLANS. PLANS CANNOT BE ALTERED |
| | ONCE THE DESIGN PROFESSIONAL SIGNS AND SEALS THE PLANS. |
| | |
| | FL ADMIN CODE 61G16.003(1) ARCHITECTS. PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS PREPARED BY |
| | THE DESIGN PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN |
| | PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | |
| | 2) COMPLIED. |
| | |
| | 3)SEMI-COMPLIED SEE COMMENT # 1. SHEET AE-1.0 INDICATES |
| | THE REMOVAL OF WALLS BETWEEN TENANT SPACES CREATING A |
| | SINGLE TENANT SPACE. THE PLANS ARE SILENT ABOUT THE |
| | WALL BEING REMOVED, IF THE WALL IS A LOAD BEARING WALL |
| | REQUIRING HEADERS, AND JACK STUDS OR IF THE SECTION OF |
| | WALL BEING REMOVED IS NON-LOADBEARING WALL? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4) PROVISO: SHEET AE-1.0 ALSO INDICATES A RECEPTIONIST/ |
| | CASHIER SERVICE COUNTER BUT THERE ARE NO DETAILS |
| | PROVIDING CODE COMPLIANCE FOR THE 2014 |
| | FBC-ACCESSIBILITY CODE SECTIONS: |
| | 904.3.3 CHECK WRITING SURFACES. WHERE PROVIDED, CHECK |
| | WRITING SURFACES SHALL COMPLY WITH 902.3. |
| | 902.3 HEIGHT. |
| | THE TOPS OF WORK SURFACES SHALL BE 28 INCHES MINIMUM |
| | AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 5) 2ND REQUEST. THE MANICURES AND PEDICURES HAVE TO |
| | CATCH THE FUMES AT THE SOURCE, PLEASE REVIEW THE |
| | MECHANICAL COMMENT # 4 WILL NEED TO COMPLY WITH 2014 |
| | FBC-M TABLE 403, FOOTNOTES B & H, DEPENDING WHERE YOU |
| | BRING IN THE MAKE-UP AIR AND EXHAUST AIR YOU WILL HAVE |
| | EITHER WALL OR ROOF PENETRATIONS FOR THE NEW INTAKE AND |
| | EXHAUST FANS. PLEASE NOTE THERE MAYBE ADDITIONAL |
| | COMMENTS ABOUT ROOF TOP CURBS, INTAKE AND EXHAUST FANS |
| | AND THE ANCHORING OF THESE UNITS TO THE CURRENT WIND |
| | LOADS BECAUSE OF CODE REQUIREMENTS UNDER THE MECHANICAL |
| | CODE. FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS 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. |
| | |
| | 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
