| Date |
Text |
| 2020-04-17 17:36:24 | 2ND REVIEW FBC-2017 PLUMBING |
| | PERMIT #20020232 |
| | 4/17/20 |
| | |
| | CODES IN EFFECT: |
| | |
| | FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017 |
| | FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH |
| | EDITION 2017 |
| | FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017 |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH |
| | EDITION 2017 |
| | PLAN REVIEW RESULTS: DENIED. |
| | |
| | 1) SHEET P1 NOTE 9: PLEASE MODIFY THE NOTE TO INCLUDE |
| | WATER HAMMER ARRESTORS FOR THE DISHWASHER AND ICE MAKER |
| | LINES- SECTION P2903.5 FBC RES. |
| | |
| | 2) P1 NOTES: PLACE A NOTE TO INDICATE THE WATER SUPPLY |
| | TO THE DISHWASHER SHALL BE PROTECTED AGAINST BACKFLOW |
| | BY AN AIR GAP OR BACKFLOW PREVENTER- SECTION P2717 FBC |
| | RES. |
| | |
| | 3) P1 NOTES: BECAUSE THERE ARE TWO SEPARATE DWELLINGS |
| | TO BE CONSTRUCTED ON THE SAME LOT, PLEASE BE ADVISED |
| | THAT INSTALLATION OF AN RPZ- TYPE BACKFLOW PREVENTER |
| | WILL BE REQUIRED FOR THE WATER SERVICE PER THE CITY OF |
| | WEST PALM BEACH CROSS CONNECTION MANUAL. |
| | |
| | 4) P1: PROVIDE EQUIPMENT SCHEDULES FOR THE WATER |
| | HEATERS IN THE MAIN HOUSE AND ACCESSORY BUILDING. |
| | SUBMIT MANUFACTURER'S SPECIFICATIONS AND PROVIDE ENERGY |
| | COMPLIANCE DATA FOR THE UNITS IN THE ENERGY COMPLIANCE |
| | REPORT- SEE SECTION C404.2 FBC EC. PLEASE NOTE THE |
| | ORIGINAL ENERGY CALCULATION REPORT WAS NOT RESUBMITTED |
| | WITH THE REVISED PLANS. |
| | |
| | 5) A2: PROVIDE A STORM DRAINAGE ISOMETRIC DRAWING |
| | SHOWING PIPE SIZES, PIPE RUNS, VERTICAL TO HORIZONTAL |
| | CONNECTIONS, DISCHARGE LOCATIONS, AND LOCATIONS OF |
| | REQUIRED CLEANOUTS- SECTIONS 1106.2 & 1108.4 FBC P. |
| | |
| | 6) A1 & A2: PROVIDE A SUBMITTAL FOR THE SPRAY FOAM |
| | INSULATION THAT WILL BE APPLIED TO THE STORM DRAIN |
| | LEADERS AND PIPES- SECTION 107.2.1 WPB. |
| | |
| | 7) A2: MODIFY KEYNOTE #2 TO INDICATE THE SCUPPER |
| | OPENING SHALL NOT BE LESS THAN 2" ABOVE THE ROOF |
| | SURFACE- SECTION 1503.4.2.1 DFBC B. PLEASE PROVIDE A |
| | SCUPPER DETAIL ON THE PLAN. |
| | |
| | 8) A2: PLACE A NOTE TO INDICATE COMPLIANCE WITH SECTION |
| | 1101.7: ROOFS SHALL BE DESIGNED FOR THE MAXIMUM |
| | POSSIBLE DEPTH OF WATER THAT WILL POND THEREON AS |
| | DETERMINED BY THE RELATIVE LEVELS OF ROOF DECK AND |
| | OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS |
| | IN COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS. |
| | IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL |
| | PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED TO BE |
| | BLOCKED. THE MAXIMUM POSSIBLE DEPTH OF WATER ON THE |
| | ROOF SHALL INCLUDE THE HEIGHT OF THE WATER REQUIRED |
| | ABOVE THE INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO |
| | ACHIEVE THE REQUIRED FLOW RATE OF THE SECONDARY |
| | DRAINAGE MEANS TO ACCOMMODATE THE DESIGN RAINFALL RATE |
| | AS REQUIRED BY SECTION 1106. |
| | |
| | 9) A0 & A2: PLACE A NOTE TO INDICATE THAT ENGINEERING |
| | CERTIFICATION OF THE EXFILTRATION TRENCH WILL BE |
| | PROVIDED AS A CONTINGENCY OF RECEIVING A FINAL CO FOR |
| | THE BUILDING- SECTION 107.6 & 111.2 WPB. |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | CHRISTOPHER L. COLE |
| | PLUMBING PLANS EXAMINER |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH FL 33401 |
| | 561-805-6719 |
| | [email protected] |
| | |
| | |
