| Date |
Text |
| 2020-11-13 17:47:02 | 3RD REVIEW FBC-2017 RES. PLUMBING |
| | PERMIT- 20061085 |
| | 10/13/2020 |
| | |
| | CODES IN EFFECT: |
| | FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH |
| | EDITION 2017 |
| | FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017 |
| | FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017 |
| | FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017 |
| | FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION |
| | 2017 |
| | FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017 |
| | FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH |
| | EDITION 2017 |
| | |
| | 1) SUBMIT TOTAL DYNAMIC HEAD CALCULATIONS FOR THE |
| | MAXIMUM SYSTEM FLOW RATES OF THE POOL PUIMP AND THE |
| | FEATURE PUMP. THE MAXIMUM FLOW OF THE PUMPS FROM THE |
| | PUMP CURVE AND THE SIMPLIFIED TOTAL DYNAMIC HEAD |
| | CALCULATION IS NO LONGER ALLOWED TO BE USED IN |
| | DETERMINING MAXIMUM SYSTEM FLOW RATES PER ANSI/APSP/ICC |
| | 7- 2013 SECS. 4.4.9, 4.4.9.1. THE 2013 EDITION |
| | ADDRESSES FLOW RATE IN GALLONS PER MINUTE (GPM). IT |
| | REQUIRES THAT MAXIMUM SYSTEM FLOW RATE DOES NOT EXCEED |
| | THE LISTED MAXIMUM FLOW RATE OF THE SUCTION OUTLET |
| | FITTING ASSEMBLY (DRAIN COVER). THE TDH CALCULATIONS |
| | MUST INCLUDE ALL OF THE SYSTEM COMPONENTS INCLUDING |
| | SUCTION AND RETURN PIPING, FITTINGS, VALVES, HEATER, |
| | FILTER, AND CHLORINATOR. ALL SYSTEM COMPONENTS EXCEPT |
| | THE PUMP. |
| | IDENTIFY ON THE PUMP CURVE WHICH CURVE KEY IS SPECIFIC |
| | TO EACH PUMP BEING INSTALLED ON THIS POOL. THIS IS |
| | NEEDED TO CONFIRM THE MAXIMUM SYSTEM FLOW FROM THE TDH |
| | CALCULATIONS. ANSI/APSP/ICC 7 - 2013 SECS. 4.4.9, |
| | 4.4.9. |
| | |
| | 2) SHEET 5: THE 23 GPM LISTED DRAIN COVER FLOW RATE |
| | APPEARS TO BE INCORRECT PER THE SPECS SUBMITTED FOR THE |
| | COVERS- PLEASE CORRECT. |
| | |
| | 3) THE SALT CHLORINATOR HAS BEEN REMOVED. IN ACCORDANCE |
| | WITH SECTION 10.1 ANSI/APSP/1CC 7. PLEASE INDICATE HOW |
| | THE POOL WATER WILL BE MEET THE CURRENT WATER QUALITY |
| | STANDARDS AS SPECIFIED IN APPENDIX A. |
| | |
| | 4) AS PREVIOUSLY NOTED THE 130 GPM FLOW RATE EXCEEDS |
| | THE MAX CAPACITY OF THE CS250 FILTER PER THE SUBMITTED |
| | SPEC SHEET. |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | CHRISTOPHER L. COLE |
| | MECHANICAL/PLUMBING PLANS EXAMINER |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH FL 33401 |
| | 561-805-6719 |
| | [email protected] |
| | |
