| Date |
Text |
| 2019-01-02 09:07:29 | |
| | 1) SUBMIT A COPY OF THE RECEIPT FROM THE PALM BEACH |
| | COUNTY HEALTH DEPARTMENT FOR THE APPLICATION FOR A |
| | PUBLIC SWIMMING POOL OPERATING PERMIT. FBC 105.1.4 |
| | PUBLIC SWIMMING POOL ; THE LOCAL ENFORCING AGENCY MAY |
| | NOT ISSUE A BUILDING PERMIT TO CONSTRUCT, DEVELOP, OR |
| | MODIFY A PUBLIC SWIMMING POOL WITHOUT PROOF OF |
| | APPLICATION, WHETHER COMPLETE OR INCOMPLETE, FOR AN |
| | OPERATING PERMIT PURSUANT TO S. 514.031, FLORIDA |
| | STATUTES. |
| | 2) THE CERTIFICATE OF AUTHORIZATION NUMBER FOR THE |
| | ENGINEERING BUSINESS IS REQUIRED TO BE IN THE TITLE |
| | BLOCK. FAC 61G15-23.002. |
| | 3) SHT. SP1.07 - POOL PIPING LEGEND - ITEM "G" NOTES |
| | THE OVERFLOW LINE TO THE STORM DRAINAGE SYSTEM. |
| | DISCHARGE TO THE STORM DRAINAGE SYSTEM IS NOT PERMITTED |
| | PER WPB CODE OF ORDINANCES ARTICLE V SECTION 90-203. |
| | CONTACT THE CITY OF WPB ENGINEERING DEPT.AT |
| | 561-494-1040 FOR FURTHER DIRECTION. |
| | 4) SHT. SP 1.07 - LINE "D" IS NOTED AS A SUCTION LINE |
| | FROM THE COLLECTOR TANK TO THE PUMP ANDD IS ALSO SHOWN |
| | AS A RETURN LINE FROM THE PUMP TO THE POOL. CLARIFY. |
| | 5) THE SHOWER TOWER SHALL COMPLY WITH THE 2017 FLORIDA |
| | ACCESS. CODE SEC.309. THE MODEL SPECIFIED ON SHT. SP |
| | 1.08, DETAILL #11 DOES NOT COMPLY. |
| | 6) SHT. SP 1.08, DETAIL #8 CALLS OUT A 2 INCH MAIN |
| | DRAIN LINE CONNECTED TO A 4 INCH LINE BUT THE LINE IS |
| | ALSO SHOWN AS 6 INCH. CLARIFY. |
| | 7) SHT. SP 1.09 - POOL PIPING LEGEND - ITEMS "I" & |
| | "K"ARE NOTED AS DISCHARGING TO THE SANITARY AND STORM |
| | SYSTEMS. THIS IS PROHIBITED PER THE CITY OF WPB CODE OF |
| | ORDINANCES ARTICLE III, SEC. 90-126 (B) (5).DISCHARGE |
| | TO THE STORM DRAINAGE SYSTEM IS NOT PERMITTED PER WPB |
| | CODE OF ORDINANCES ARTICLE V SECTION 90-203. CONTACT |
| | THE CITY OF WPB ENGINEERING DEPT.AT 561-494-1040 FOR |
| | FURTHER DIRECTION. |
| | 8) SHT.SP 2.01 - THE RPZ SHALL BE INSTALLED AT LEAST 12 |
| | INCHES ABOVE FINISH GRADE. |
| | 9) SHT. SP 2.01 - THE COLLECTOR TANK OVERFLOW CANNOT |
| | DRAIN TO THE STORM DRAINAGE SYSTEM PER THE CITY OF WPB |
| | CODE OF ORDINANCES ARTICLE V SECTION 90-203. CONTACT |
| | THE CITY OF WPB ENGINEERING DEPT.AT 561-494-1040 FOR |
| | FURTHER DIRECTION. |
| | 10) SHT. SP 3.01 - NOTE #19 REFERS TO BACKWASH TO THE |
| | TO THE SANITARY SYSTEM. THIS IS PROHIBITED PER THE CITY |
| | OF WPB CODE OF ORDINANCES ARTICLE III, SEC. 90-126 (B) |
| | (5).DISCHARGE TO THE STORM DRAINAGE SYSTEM IS NOT |
| | PERMITTED PER WPB CODE OF ORDINANCES ARTICLE V SECTION |
| | 90-203. CONTACT THE CITY OF WPB ENGINEERING DEPT.AT |
| | 561-494-1040 FOR FURTHER DIRECTION. |
| | 11) SHT.SP 3.01 DETAIL #1 & DETAIL #2 - BACKWASH LINE |
| | CANNOT DRAIN TO SANITARY AND POOL AND SPA MAINTENANCE |
| | LINE CANNOT DRAIN TO THE STORM DRAINAGE SYSTEM PER THE |
| | CITY OF WPB CODE OF ORDINANCES ARTICLE III, SEC. 90-126 |
| | (B) (5).DISCHARGE TO THE STORM DRAINAGE SYSTEM IS NOT |
| | PERMITTED PER WPB CODE OF ORDINANCES ARTICLE V SECTION |
| | 90-203. CONTACT THE CITY OF WPB ENGINEERING DEPT.AT |
| | 561-494-1040 FOR FURTHER DIRECTION. |
| | 12) SHT. SP 1.08 - GUTTER DETAIL - THIS APPEARS TO BE |
| | AN "OPEN TYPE GUTTTER". THE MINIMUM WIDTH SHALL BE 12 |
| | INCHES AND SHALL SLOPE 2 INCHES FROM LIP TO DRAIN. 2017 |
| | FBC SEC. 454.1.6.5.3.1.1. |
| | 13) THE POOL COLLECTOR TANK IS SHOWN AS A 435 GALLON |
| | CAPACITY TANK ON SHT. SP 1.09 AND ON SHT. SP 3.01 THE |
| | TANK IS LISTED AS 269 GALLONS IN THE POOL PUMP AND |
| | FILTER EQUIPMENT TABLE. CLARIFY. |
| | 14) THE SPA COLLECTOR TANK IS SHOWN ON SHT. P 2.01 AS |
| | 392 GALLONS BUT THERE IS NO CAPACITY SHOWN IN THE SPA |
| | PUMP & FILTER EQUIPMENT TABLE ON SHT. SP 3.0.1. |
| | CLARIFY. |
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| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | PLUMBING PLAN REVIEW |
| | 561-805-6692 |
| | [email protected] |
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