| Date |
Text |
| 2022-11-08 16:14:41 | 1ST REVIEW FBC-2020 PLUMBING |
| | PERMIT- 22100178 |
| | 11/8/22 |
| | |
| | CODES IN EFFECT: |
| | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 |
| | FBC RES- FLORIDA BUILDING CODE 7TH EDITION 2020 |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC |
| | |
| | PLAN REVIEW RESULTS: DENIED. BASED ON THE PERMIT |
| | APPLICATION PLEASE NOTE THE FOLLOWING COMMENTS ARE FOR |
| | THE HOTEL POOL ONLY WITH THE EXCEPTION OF COMMENT #1 |
| | WHICH INCLUDES THE SPA. |
| | |
| | 1) SHEETS SP.001 & A1.108: PROVIDE PLUMBING FIXTURE |
| | CALCULATIONS FOR THE POOL AND SPA IN ACCORDANCE WITH |
| | TABLE 403.6 FBC P, AND TABLE 454.1.6.1, AND SEC. |
| | 454.1.8.1 FBC B. THE FLOOR PLAN APPEARS TO SHOW THE |
| | BATHROOMS ADJACENT TO THE POOL DECK WILL ALSO BE USED |
| | BY OCCUPANTS OF THE OUTDOOR BAR. PLEASE SEE THE |
| | EXCEPTION UNDER SEC. 454.1.6.1.1. AND IF APPLICABLE |
| | THEN THE FIXTURE REQUIREMENT FOR THE BUILDING SHALL BE |
| | DETERMINED AND IF IT EXCEEDS THE REQUIREMENT IN TABLE |
| | 454.1.6.1 THEN THE BUILDING REQUIREMENT SHALL REGULATE |
| | THE FIXTURE COUNT, OTHERWISE THE FIXTURE COUNT SHALL BE |
| | BASED ON THE REQUIREMENT FOR THE POOL. UNDER NO |
| | CIRCUMSTANCES SHALL THE FIXTURE COUNTS BE CUMULATIVE. |
| | PLEASE ALSO SHOW COMPLIANCE WITH THE FOLLOWING CODE |
| | SECTIONS- |
| | A) SEC. 454.1.6.1.1: CONFIRM WITH DETAILS AND/OR NOTES |
| | THAT FIXTURE COUNT IS DEEMED TO BE ADEQUATE FOR THE |
| | POOL AND SPA AND POOL AND SPA DECK THAT IS UP TO THREE |
| | TIMES THE AREA OF THE POOL SURFACE. |
| | B) SECS. 454.1.6.1.1 & 454.1.6.1.3: CONFIRM WITH |
| | DETAILS AND/OR NOTES THAT EACH BATHROOM CONTAINS A |
| | DIAPER CHANGING STATION AND A FLOOR DRAIN. |
| | C) SEC. 454.1.6.1.2: THE RESTROOMS ARE DO NOT APPEAR TO |
| | BE VISIBLE FROM ALL PORTIONS OF THE DECK. SHOW THE |
| | LOCATIONS OF DIRECTIONAL SIGNS FOR THE BATHROOM. |
| | |
| | 2) SHEETS SP.100 & SP.120: THE PLANS SHOW ONLY TWO |
| | 4-INCH GUTTER DRAINS. PLEASE SHOW THE LOCATIONS AND |
| | DIAMETERS OF ALL GUTTER DRAINS, AND NOTE THE SPACINGS |
| | BETWEEN DRAINS SHALL NOT EXCEED 10 FT. FOR 2-INCH |
| | DRAINS OR 15 FT. FOR 2-1/2 INCH UNLESS HYDRAULICALLY |
| | JUSTIFIED BY THE ENGINEER- SEC. 454.1.6.5.3.1 FBC B. |
| | A) PLEASE SHOW ALL GUTTER LOCATIONS ALONG THE PERIMETER |
| | OF THE POOL- SEC. 454.1.6.5.3.1 FBC B. |
| | B) SP.110 DETAIL 8: THE GUTTER DOES NOT APPEAR TO BE |
| | EITHER AN OPEN OR RECESSED TYPE AS REQUIRED BY SEC. |
| | 454.1.6.5.3.1.2 FBC B. PLEASE PROVIDE MORE INFORMATION |
| | ABOUT THE DESIGN. |
| | |
| | 3) SP.120: PLEASE PROVIDE TDH CALCULATIONS FOR PUMP |
| | SIZING- SEC. 454.1.6.5.4 FBC B. |
| | |
| | 4) SP.120: PLEASE SHOW THE FLOOR INLET SPACINGS BETWEEN |
| | ADJACENT INLETS AND ADJACENT WALLS- SEC. 454.1.6.5.9.2 |
| | FBC B. |
| | |
| | 5) SP.130 & SP.730: PROVIDE A BACKFLOW PREVENTER FOR |
| | THE WATER SUPPLY LINE TO THE COLLECTOR TANK, AND |
| | INCLUDE AN EQUIPMENT SCHEDULE- SEC. 608.3 FBC P & SEC. |
| | 454.1.6.3 FBC B. |
| | |
| | 6) SP.700: PLEASE SUBMIT MANUFACTURER'S SPECIFICATIONS |
| | FOR THE MAIN DRAIN GRATE AND SUMP SHOWING COMPLIANCE |
| | WITH SEC. 454.1.6.5.10.2 AND ANSI/APSP 16. PLEASE |
| | PROVIDE A NOTE AND/OR DETAIL ON THE PLAN INDICATING THE |
| | MAXIMUM VELOCITY OF WATER PASSING THROUGH THE OPENINGS |
| | DOES NOT EXCEED 11/2 FEET PER SECOND AT 100 PERCENT OF |
| | THE DESIGN RECIRCULATION FLOW. PLEASE NOTE THE SPECS |
| | MAY BE A DEFERRED SUBMITTAL IN COMPLIANCE WITH SEC. |
| | 107.3.4.1 WPB. |
| | |
| | 7) SP.120 & SP.700: THE PIPING PLANS SHOW POOL |
| | WASTEWATER DRAINING INTO THE SANITARY SYSTEM WHICH IS |
| | PROHIBITED- SEC. 90-126 (5) WPB CODE OF ORDINANCES. THE |
| | DRAWINGS ALSO SHOW THE COLLECTOR TANK OVERFLOW DRAINING |
| | INTO THE STORM. PLEASE REVIEW THE FOLLOWING INFORMATION |
| | AND REVISE THE PLAN ACCORDINGLY. |
| | SWIMMING POOL WATER SHALL NOT BE DISCHARGED TO SANITARY |
| | SEWER WITHOUT PRIOR APPROVAL FROM THE PUBLIC UTILITIES |
| | DEPARTMENT. |
| | SWIMMING POOL WATER MAY BE DISCHARGED TO THE CITY |
| | STORMWATER SEWER ONLY IF THE WATER IS DECHLORINATED |
| | ACCORDING TO SECTION 90-205(1) OF THE CITY OF WEST PALM |
| | BEACH CODE OF ORDINANCES. SUBMIT THE MANUFACTURER'S |
| | SPECIFICATION FOR THE DECHLORINATION SYSTEM FOR REVIEW |
| | AND STAMPING BEFORE THE INSPECTION. AT THE TIME OF POOL |
| | WATER DISCHARGE, THE FOLLOWING WILL BE REQUIRED: |
| | * THE RECEIVING INLET MUST BE PROTECTED (FILTER CLOTH |
| | TO KEEP EXCESS SEDIMENTS FROM ROADWAY WASHING INTO THE |
| | INLET). |
| | * NO DISCHARGE HOSE CAN BE DIRECTLY INSERTED INTO THE |
| | INLET TO DISCHARGE EFFLUENT. |
| | * WHENEVER POSSIBLE, DISCHARGE EFFLUENT SHALL BE |
| | ALLOWED TO FILTER THROUGH GRASS AREA ON THE POOL OWNERS |
| | PROPERTY BEFORE DISCHARGING ON CITY PROPERTY. |
| | * DISCHARGE SHALL NOT FLOOD STREETS OR NEIGHBORING |
| | PROPERTY. |
| | * FOR TECHNICAL QUESTIONS, CONTACT O&M SUPERINTENDENT |
| | STEPHON HARRIS AT [email protected] OR 561-822-2168. |
| | * FOR STORMWATER DISCHARGE COMPLIANCE QUESTIONS, PLEASE |
| | CONTACT CHRIS JACKSON, ENVIRONMENTAL COMPLIANCE |
| | SPECIALIST III, PUBLIC UTILITIES DEPARTMENT, (561) |
| | 822-2062 OR [email protected]. |
| | |
| | 8) SP.120, SP.700, SP.730 & P.509: THE EMERGENCY SHOWER |
| | AND EYEWASH STATIONS SHALL CONFORM TO ISEA Z358.1. |
| | SUBMIT MANUFACTURER' S SPECIFICATIONS TO VERIFY |
| | COMPLIANCE. |
| | A) PLEASE NOTE IF HOT WATER IS SUPPLIED TO THE UNIT IT, |
| | THE TEMPERATURE OF THE WATER SUPPLY SHALL ONLY BE |
| | CONTROLLED BY A TEMPERATURE ACTUATED MIXING VALVE |
| | COMPLYING WITH ASSE 1071- SEC. 411.3 FBC P. PLEASE NOTE |
| | THE SPECS MAY BE A DEFERRED SUBMITTAL IN COMPLIANCE |
| | WITH SEC. 107.3.4.1 WPB. |
| | |
| | 9) SP.100 & SP.120: SUBMIT MANUFACTURER' S |
| | SPECIFICATIONS FOR THE POOL LIFT SHOWING COMPLIANCE |
| | WITH SECS. 1009.1- 1009.2.9 FBC ACC. PLEASE NOTE THE |
| | SPECS MAY BE A DEFERRED SUBMITTAL IN COMPLIANCE WITH |
| | SEC. 107.3.4.1 WPB. |
| | |
| | 10) SP.100: PLEASE CLARIFY IF THE SLOPED ENTRY FOR THE |
| | POOL IS INTENDED TO MEET COMPLIANCE WITH SECS. 242.2 & |
| | 1009.3 FBC ACC BECAUSE THE CURRENT PLAN SHOWS |
| | NON-COMPLIANCE WITH SECS. 1009.3.2 & 1009.3 FBC ACC- |
| | 1009.3.2 SUBMERGED DEPTH. |
| | SLOPED ENTRIES SHALL EXTEND TO A DEPTH OF 24 INCHES |
| | MINIMUM AND 30 INCHES (760 MM) MAXIMUM BELOW THE |
| | STATIONARY WATER LEVEL. WHERE LANDINGS ARE REQUIRED BY |
| | 405.7, AT LEAST ONE LANDING SHALL BE LOCATED 24 INCHES |
| | MINIMUM AND 30 INCHES MAXIMUM BELOW THE STATIONARY |
| | WATER LEVEL. |
| | 1009 1009.3.3 HANDRAILS. |
| | AT LEAST TWO HANDRAILS COMPLYING WITH 505 SHALL BE |
| | PROVIDED ON THE SLOPED ENTRY. THE CLEAR WIDTH BETWEEN |
| | REQUIRED HANDRAILS SHALL BE 33 INCHES MINIMUM AND 38 |
| | INCHES MAXIMUM. |
| | |
| | 11) P.509: PLEASE REMOVE THE NOTE REQUIRING SEPARATE |
| | PERMITS FOR THE RPZ BACKFLOW PREVENTERS AND PROVIDE |
| | EQUIPMENT SCHEDULES ON THE PLAN- SEC. 608.3 & 608.16 |
| | FBC P. SEPARATE PERMITS ARE NOT REQUIRED FOR ISOLATION |
| | BACKFLOW DEVICES INSTALLED ON SUPPLY LINES DOWNSTREAM |
| | OF THE MAIN POTABLE WATER SERVICE BACKFLOW PREVENTER. |
| | |
| | 12) SP.700: PROVIDE A POOL EQUIPMENT SUBMITTAL PACKAGE |
| | THAT INCLUDES BUT IS NOT LIMITED TO THE ITEMS LISTED IN |
| | THE SCHEDULE UNDER THE PERIMETER OVERFLOW AND |
| | RECIRCULATION SYSTEM, AND THE FILTRATION EQUIPMENT- |
| | SEC. 107.2.1 WPB. PLREASE NOTE ALL SUBMITTALS CAN BE |
| | DEFERRED AND PLACED ON SITE AT TIME OF INSPECTION- SEC. |
| | 10.3.4.1 WPB. |
| | |
| | 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] |
| | |
