| Date |
Text |
| 2017-10-23 13:33:17 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. OCT. 23/2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET AE-1.0 AN ARCHITECTS PLAN THAT IS SIGNED AND |
| | SEALED HAS BLUE PIN DRAWN ON TOP OF THE SIGNED AND |
| | SEALED 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) SHEET AE-1.0 UNDER THE HEADING OF GENERAL NOTES # 1 |
| | INDICATES ALL WORK SHALL BE IN ACCORDANCE WITH |
| | FBC-SECTION 44 THE HIGH VELOCITY HURRICANE ZONE. PLEASE |
| | BE ADVISED ONLY BROWARD AND MIAMI-DADE COUNTY ARE UNDER |
| | THE HIGH VELOCITY HURRICANE SECTIONS REQUIRED BY THE |
| | CODE, PLEASE CORRECT. |
| | |
| | 3) 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) 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) 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] |
| | |
| | |
