| Date |
Text |
| 2021-09-29 13:44:29 | 1ST REVIEW FBC-2020 PLUMBING |
| | PERMIT- 21080122 |
| | 9/28/2021 |
| | |
| | CODES IN EFFECT: |
| | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 |
| | FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020 |
| | FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION |
| | 2020 |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC |
| | |
| | PLAN REVIEW RESULTS: DENIED. |
| | |
| | 1) SHEET CV-B & P-01: FLOOD MAPS INDICATE A PORTION IN |
| | THE REAR OF THE BUILDING LOT TO BE IN AN AE FLOOD |
| | HAZARD ZONE. PLEASE REFER TO SECTION 7.3 ASCE-2014 AND |
| | PROVIDE DETAILS AND NOTES ON THE PLAN INDICATING |
| | COMPLIANCE FOR THE PLUMBING AND DRAINAGE SYSTEM |
| | COMPONENTS. |
| | SECTION 7.3.1: PLUMBING PIPES SHALL BE BURIED TO A |
| | DEPTH SUFFICIENT TO PREVENT MOVEMENT, SEPARATION, OR |
| | LOSS DUE TO FLOODING AND EROSION UNDER DESIGN FLOOD |
| | CONDITIONS. |
| | SECTION 7.3.2: PLUMBING PIPING EMERGING FROM |
| | UNDERGROUND SHALL BE DESIGNED, CONSTRUCTED, ANCHORED, |
| | AND PROTECTED TO WITHSTAND FLOOD-RELATED LOADS, |
| | INCLUDING THE EFFECTS OF BUOYANCY, HYDRODYNAMIC FORCES, |
| | AND DEBRIS IMPACT. |
| | SECTION 7.3.3: THE PLUMBING SYSTEM AND COMPONENTS SHALL |
| | BE ELEVATED AT A MINIMUM OF 1 FT. ABOVE THE BFE + 1 FT. |
| | OR THE DFE WHICHEVER IS HIGHER PER TABLE 7-1. OPENINGS |
| | BELOW THE REQUIRED ELEVATION SHALL BE PROTECTED WITH |
| | AUTOMATIC BACKWATER VALVES OR OTHER AUTOMATIC BACKFLOW |
| | DEVICES. |
| | SECTION 7.3.4: SANITARY SYSTEMS SHALL BE DESIGNED TO |
| | MINIMIZE INFILTRATION OF FLOODWATERS INTO THE SYSTEMS |
| | AND DISCHARGES FROM THE SYSTEMS INTO FLOODWATERS. VENTS |
| | AND OPENINGS SHALL BE DESIGNED, CONSTRUCTED, INSTALLED |
| | AND ANCHORED TO RESIST AT LEAST 1.5 TIMES THE POTENTIAL |
| | BUOYANT AND OTHER FLOOD FORCES ACTING ON AN EMPTY TANK |
| | DURING DESIGN FLOOD CONDITIONS. TANKS AND PIPING SHALL |
| | BE INSTALLED TO RESIST LOCAL SCOUR AND EROSION. PLEASE |
| | NOTE THAT SANITARY SYSTEMS THAT MUST REMAIN OPERATIONAL |
| | DURING OR IMMEDIATELY AFTER THE DESIGN FLOOD OR LESSER |
| | FLOODS SHALL BE EQUIPPED WITH A SEALED STORAGE TANK |
| | THAT IS SIZED TO STORE AT LEAST 150 % OF THE |
| | ANTICIPATED SEWAGE FLOW ASSOCIATED WITH OCCUPANCY |
| | DURING FLOOD CONDITIONS AND DURING SUBSEQUENT PERIODS |
| | OF SATURATED SOIL WHEN SEWAGE WILL NOT PERCOLATE. |
| | |
| | 2) CV-B & P-0.1: PLEASE PROVIDE ON THE PLAN A LIST OF |
| | SEPARATE PERMITS THAT ARE REQUIRED RELATING TO THE |
| | MASTER PLUMBING PERMIT- BACKFLOW PREVENTER FOR POTABLE |
| | WATER SERVICE, GREASE AND SOLIDS INTERCEPTOR |
| | INSTALLATIONS, IRRIGATION SYSTEM- SECTION 105.1 AND |
| | 107.1 WPB. |
| | |
| | 3) P-0.0: THE SAMPLING PORT DETAIL IS NOT IN ACCORDANCE |
| | WITH THE SCHIER GREASE INTERCEPTOR MANUFACTURER. PLEASE |
| | PROVIDE THE MANUFACTURER'S INSTALLATION DETAIL AND |
| | SPECIFICATIONS ON THE PLAN AND SHOW AN H-20 COVER WILL |
| | BE INSTALLED TO PROTECT THE OPENING- SECTION 1003.3.4 |
| | FBC P. |
| | |
| | 4) P-0.0 & P1.0: REFER TO FLOOD HAZARD NOTES UNDER |
| | COMMENT #1 AND PROVIDE INTERCEPTOR AND GREASE WASTE |
| | PIPING ANCHORING DETAILS THAT MEET COMPLIANCE WITH |
| | SECTION 7.3.4. |
| | |
| | 5) P-01 WH DETAIL: A HEAT TRAP IS ALSO REQUIRED ON THE |
| | COLD WATER INLET PIPE PER SECTION C404.3 FBC EC. |
| | |
| | 6) P-01 WH DETAIL: IDENTIFY THE TYPE OF WASTE RECEPTOR |
| | RECEIVING THE DRAINAGE FOR THE RELIEF VALVE LINE- |
| | SECTION 594,6(5) FBC P. |
| | |
| | 7) P-0.1: PROVIDE A WATER HEATER EQUIPMENT SCHEDULE ON |
| | THE PLAN INDICATING THE MAKE AND MODEL, GALLON SIZE, |
| | AND EFFICIENCY RATING- TABLE C404.2 FBC EC. |
| | |
| | 8) P-0.1: PROVIDE A PLUMBING FIXTURE SCHEDULE- SECTION |
| | 107.2.1 WPB. |
| | |
| | 9) C4.0 & P1.0: THE LOCATIONS OF THE INTERCEPTORS AS |
| | SHOWN ON THE PLANS DO NOT MATCH- SECTION 107.2.1 WPB. |
| | A) PLEASE SHOW FIELD LOCATION OF SCHEDULE NOTE 4 ON |
| | C4.0. |
| | |
| | 10) P1.0 & P2.0: THE CLEAR WATER WASTE FROM THE HAND |
| | SINKS AND FLOOR SINKS UNDER ICE BINS AND ICE MAKERS |
| | ETC. SHALL NOT DRAIN INTO THE GREASE WASTE LINE AND |
| | INTERCEPTOR- SECTIONS 1003.2 AND 1003.3.1 FBC P. |
| | |
| | 11) P1.0 & P2.0: THE URINAL DRAIN SHALL NOT CONNECT |
| | INTO THE MEN'S WET-VENTED HORIZONTAL BRANCH DRAIN- |
| | SECTION 912.1 FBC P. PLEASE RELOCATE THE DRAIN |
| | CONNECTION TO A POINT DOWNSTREAM OF THE WET VENTED |
| | FIXTURES. |
| | |
| | 12) SHEETS P1.0 & P2.0 ARE BEING USED TO IDENTIFY BOTH |
| | THE SANITARY AND WATER PLANS. ACCORDING TO THE INDEX |
| | THE WATER PLANS SHOULD BE LABELED P1.1 AND P2.1- PLEASE |
| | CORRECT- SECTION 107.2.1 WPB. |
| | |
| | 13) P1.1 & P2.1: INDICATE HOW TEMPERED WATER IS BEING |
| | SUPPLIED TO THE LAVATORIES- SECTION 419.5 FBC P. |
| | |
| | 14) P1.1 & P2.1: THE 1/2-INCH HW SUPPLY LINES TO THE |
| | LAVATORIES ARE EXCEEDING THE MAXIMUM 2 FT. ALLOWABLE |
| | LENGTH FROM THE HOT WATER SOURCE TO THE LAV. PLEASE |
| | PROVIDE EITHER POINT OF USE WATER HEATERS OR A |
| | RECIRCULATION PUMP FOR THE SYSTEM- SECTION C404.5.2 FBC |
| | EC. |
| | |
| | 15) P2.1: SHOW THE LOCATIONS OF REQUIRED WATER HAMMERS |
| | AND BACKFLOW PREVENTERS AT THE ICE MACHINES, ICE |
| | MAKERS, AND COFFEE MACHINES- SECTIONS 604.9 & 608.3 FBC |
| | P. |
| | |
| | 16) A1.5, P1.1 & P2.1: THE EQUIPMENT SHOWS ITEMS SUCH |
| | AS THE VITAMIN WATER MACHINE, FROZEN BEVERAGE BLENDER, |
| | TEA BREWER, OVEN ETC. THAT REQUIRE POTABLE WATER |
| | CONNECTIONS. PLEASE REVISE P1.2 & P2.1 TO SHOW ALL |
| | WATER SUPPLY CONNECTIONS. THE SCHEDULE ALSO SHOWS A |
| | WATER FILTER. SHOW THE LOCATION OF THE FILTER ON THE |
| | DRAWINGS. CLARIFY IF THERE WILL BE A SEPARATE FILTERED |
| | WATER SUPPLY SYSTEM TO BE PROVIDED FOR THE EQUIPMENT IN |
| | THE SCHEDULE. PLEASE PROVIDE A FILTERED WATER ISOMETRIC |
| | DRAWING IF APPLICABLE AND SHOW THE REQUIRED BACKFLOW |
| | PREVENTERS TO PROTECT THE FILTER AND THE SUPPLY LINES |
| | TO THE EQUIPMENT- SECTION 608.3 FBC P. |
| | |
| | 17) PROVIDE A BACKFLOW PREVENTION DEVICE SCHEDULE THAT |
| | CORRELATES WITH THE PLANS. THE SCHEDULE SHALL INDICATE |
| | THE LOCATIONS AND TYPES OF DEVICES TO BE INSTALLED AND |
| | LISTING STANDARD NUMBERS- SEE TABLE 608.1 FBC P. |
| | |
| | 18) PROVIDE A TRAP PRIMER SCHEDULE AND INSTALLATION |
| | DETAIL- SECTION 1002.4.1.1 FBC P. |
| | |
| | 19) PROVIDE HOT WATER PIPE SPECIFICATIONS- TABLE |
| | C403.2.10 FBC EC. |
| | |
| | 20) A1.7: I AM NOT UNDERSTANDING THE ROOF DRAINAGE |
| | EQUATION. PLEASE INDICATE WHAT THE INITIALS Q, CIA, AND |
| | CFS STAND FOR- SECTION 1106.1 FBC P AND 107.2.1 WPB. |
| | |
| | 21) A1.7: PLEASE SHOW THE TOTAL SQUARE FOOT DRAINAGE |
| | AREA OF THE ROOF INCLUDING THE PARAPET WALLS- SECTION |
| | 1106.1- 1106.4 FBC P. SHOW THE DRAINAGE SQUARE FOOTAGE |
| | AND GPM FLOW AT EACH PRIMARY AND SECONDARY DRAIN |
| | LOCATION- SECTIONS 1106.1 AND 1108.1 FBC P. |
| | |
| | 22) A1.7 DETAIL 5 AND 3: SHOW THE DIMENSIONS OF THE |
| | SCUPPER- LENGTHS AND HEIGHTS. |
| | |
| | 23) A1.7 DETAIL 4: SHOW RECTANGULAR LEADER TRANSITION |
| | ADAPTER TO THE ROUND UNDERGROUND STORM PIPE- SECTIONS |
| | 1101.2 AND 1101.6 FBC P. |
| | |
| | 24) A1.7: VERIFY THE ROOF WAS DESIGNED FOR THE MAXIMUM |
| | DEPTH OF PONDING WATER- SECTION 1107.1 FBC P. |
| | |
| | 25) A1.2 & A1.3: PROVIDE THE DIMENSIONS OF THE CLEAR |
| | FLOOR SPACE DIAGRAMS FOR THE WATER CLOSET, LAVATORIES, |
| | AND URINAL SHOWN ON THE BATHROOM DRAWINGS- SECTIONS |
| | 604.3, 605.3 & 606.2 FBC ACC. |
| | |
| | 26) A1.2 & A1.3: THE CLEAR FLOOR SPACE DIAGRAM FOR A |
| | PARALLEL APPROACH AT THE DRINKING FOUNTAIN IS NOT |
| | PERMITTED. PLEASE SHOW A DIMENSIONED FORWARD APPROACH |
| | DIAGRAM- SECTION 602.2 FBC ACC. |
| | |
| | 27) A1.2 & A1.3: SHOW THE TURNING SPACE DIAGRAM AND |
| | DIMENSIONS IN THE ACCESSIBLE TOILET COMPARTMENTS. |
| | |
| | 28) A1.2 & A1.3: THE DEPTH OF THE STANDARD WATER CLOSET |
| | COMPARTMENT IN THE WOMEN'S BATHROOM SHALL BE 60- INCHES |
| | FOR FLOOR MOUNTED WATER CLOSETS AND 56-INCHES FOR WALL |
| | MOUNTED- SECTION 405.3.1 FBC P. |
| | |
| | 29) A1.1 & A1.2: REFER TO SECTIONS 306, 307, AND 602 |
| | FBC ACC AND PROVIDE DRINKING FOUNTAIN INSTALLATION |
| | DETAILS AND ELEVATION VIEWS SHOWING KNEE AND TOE |
| | CLEARANCES, SPOUT HEIGHTS, AND SPOUT LOCATIONS. SHOW |
| | THE REQUIRED 30 X 48 IN. CLEAR FLOOR SPACE FOR A |
| | FORWARD WHEELCHAIR APPROACH TO THE FOUNTAIN- SECTION |
| | 602.2 FBC ACC, AND SHOW HOW THE LOCATIONS OF THE |
| | FOUNTAINS WILL BE IN COMPLIANCE WITH SECTION 307.2 |
| | PROTRUSION LIMITS. |
| | |
| | 30) A1.1 & A1.2: FBC ACC CORRECTIONS- |
| | A) REMOVE THE VERTICAL GRAB BAR- SECTION 609.4. |
| | B) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORY AS |
| | SHOWN IN FIGURES 306.2 & 306.3. |
| | C) SHOW THE GRAB BAR MEASUREMENTS TO THE TOPS OF THE |
| | GRIPPING SURFACES- SECTION 604.5 & 609.4, FIGURES |
| | 604.5.1 & 604.5.2. |
| | D) SHOW THE HEIGHTS OF THE MIRRORS FROM THE FINISH |
| | FLOOR TO THE BOTTOM OF THE REFLECTIVE SURFACES- 603.3. |
| | E) PROVIDE A DETAIL SHOWING THE HEIGHT AND DEPTH OF THE |
| | URINAL- SECTION AND FIGURE 605.2. |
| | F) CORRECT NOTE #5 FOR TOILET TISSUE DISPENSERS- |
| | SECTION 604.7. |
| | |
| | 31) A1.2: INDICATE THE WALLS AND PARTITIONS WITHIN 2 |
| | FEET OF THE MOP SINK, URINAL, AND WATER CLOSETS SHALL |
| | HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT |
| | OF NOT LESS THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR |
| | STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS |
| | SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY |
| | MOISTURE- SECTION 310.3 FBC P AND SECTION 1210.2.2 FBC |
| | B. |
| | |
| | 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] |
| | |
