| Date |
Text |
| 2017-06-23 11:37:04 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17060677 |
| | ADD: 2218 S. DIXIE HWY. |
| | CONT: BEELINE BUILDING CORP. |
| | TEL: 561-254-6779 |
| | 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 23, 2017 |
| | ACTION: DENIED |
| | |
| | 1) THERE IS A DISCREPANCY IN THE PLANS. SHEET A3.01 |
| | INDICATES A NEW ROOF TOP UNIT WHEREAS THE MECHANICAL |
| | SHEET M3.01 INDICATES THE REPLACEMENT OF (2) 6 TON ROOF |
| | TOP UNITS AND THE REPLACEMENT OF AN EXISTING 15 TON |
| | ROOF TOP UNIT. WHEN WE VIEW THIS PROPERTY WITH EITHER |
| | THE PALM BEACH COUNTY PROPERTY APPRAISERS AERIAL |
| | PICTURES, OR THE COUNTY WIDE GIS/ GOOGLE, BING OR |
| | PICTORIAL AERIAL PHOTOGRAPHS THERE ARE ONLY (2) ROOF |
| | TOP UNITS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | PLEASE CORRECT PLANS TO DEPICT AN ACCURATE ACCOUNTING |
| | OF EXISTING ROOF TOP UNITS. |
| | |
| | 2) FOR THE NEW ROOF TOP UNIT, THE PLANS WILL NEED TO |
| | PROVIDE DETAILS FOR THE TYPE OF ROOF FRAMING, WOOD |
| | TRUSSES, METAL BAR JOIST AND OR CONCRETE T SYSTEM OR |
| | TWIN T SYSTEMS, TYPE OF ROOF DECK AND THE REQUIRED |
| | FRAMING AROUND THE NEW ROOF PENETRATION, AND ATTACHMENT |
| | OF ROOF TOP CURB TO THE ROOF FRAMING SYSTEM AS WELL AS |
| | THE NEW RTU TO THE CURB. |
| | 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. |
| | |
| | 3) FOR THE 2 REPLACEMENT ROOF TOP UNITS, PLEASE PROVIDE |
| | IF THE EXISTING CURB IS TO BE USED, IF EITHER A NEW |
| | CURB OR CURB ADAPTOR WILL BE REQUIRED, AND PROVIDE THE |
| | ANCHORING SYSTEM FOR THE CURB ADAPTOR AND THE ANCHORS |
| | REQUIRED TO ANCHOR THE REPLACEMENT RTU, UNITS. 2014 |
| | FBC-B 1604.4 ANALYSIS. 2014 FBC-M- 301.15 WIND |
| | RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| | SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND |
| | INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 4) NEITHER THE ARCHITECTURAL SHEETS NOR MECHANICAL |
| | SHEETS PROVIDE THE WIND DESIGN CRITERIA FOR THE NEW |
| | ROOF TOP & REPLACEMENT RTU UNITS. 2014 FBC-B 1603.1.4 |
| | WIND DESIGN DATA. |
| | |
| | 5) PLEASE NOTE EXISTING ROOF TOP UNITS ARE BEING |
| | REPLACED AND NEW ROOF TOP UNITS, PLEASE SHOW COMPLIANCE |
| | WITH: |
| | 2014 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE |
| | PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH |
| | OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE |
| | LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN |
| | SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS |
| | LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, |
| | ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO |
| | AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 |
| | MM) IN DIAMETER. THE GUARD SHALL EXTEND NOT LESS THAN |
| | 30 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE, |
| | EQUIPMENT, FAN OR COMPONENT. |
| | |
| | 6) 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.. |
| | |
| | 7) 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] |
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