| Date |
Text |
| 2023-07-24 14:20:26 | 1ST REVIEW FBC-2020 PLUMBING |
| | PERMIT- 23061431 |
| | 7/24/2023 |
| | |
| | CODES IN EFFECT: |
| | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 |
| | FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020 |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FB |
| | PLAN REVIEW RESULTS: DENIED. |
| | |
| | 1) SHEET C-201: PLEASE SHOW THE LOCATION OF THE |
| | EXISTING BACKFLOW PREVENTER FOR THE POTABLE WATER |
| | SERVICE- SEC. 608.1 FBC P, & SEC. C WPB UTILITIES CROSS |
| | CONNECTION MANUAL. PLEASE NOTE THAT REPLACEMENT OR |
| | RELOCATION OF THE DEVICE SHALL BE UNDER A SEPARATE |
| | PERMIT- SECS. 105.1 & 107.2.1 WPB. |
| | |
| | 2) A1.0 & A1.3: PLEASE SHOW THE ACCESSIBLE ROUTE/PATH |
| | OF TRAVEL FROM BUILDING #3 TO BUILDING #1 RESTROOMS |
| | FROM THE MOST REMOTE POINT OF BUILDING #3 AND INCLUDE |
| | THE LENGTH OF THE ROUTE- SECS. 403.3.1 & 403.3.3 FBC P. |
| | |
| | 3) A3.0 & A6.0: THE DRINKING FOUNTAINS AND GROUP WASH |
| | SINK APPEAR TO HAVE LEADING EDGES BETWEEN 27-INCHES AND |
| | 80-INCHES THAT ARE PROTRUDING INTO THE CIRCULATION |
| | PATH- SEC. 307.2 FBC ACC. THE FIXTURES SHALL EITHER BE |
| | INSTALLED IN A NICHE, OR BETWEEN BARRIERS ON OPPOSING |
| | SIDES, OR EQUIPPED WITH SKIRTING FOR CANE SWEEP |
| | DETECTION. |
| | |
| | 4) A3.0 & A6.0: ACCESSIBLE PLUMBING FIXTURE AND |
| | ACCESSORY INSTALLATION COMPLIANCES CANNOT BE APPROVED |
| | WITHOUT MOUNTING HEIGHT AND CLEARANCE MEASUREMENTS |
| | ATTACHED TO THE DETAILS. PLEASE SHOW- |
| | |
| | A) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE |
| | WALLS- SEC. 604.2. |
| | |
| | B) HEIGHTS OF THE WATER CLOSET SEATS FROM THE FINISHED |
| | FLOORS- SEC. 604.4. |
| | |
| | C) HEIGHTS OF THE LAVATORY SINKS AND GROUP WASH SINK |
| | RIMS OR COUNTER SURFACES FROM THE FINISHED FLOORS- SEC. |
| | 606.3. |
| | |
| | D) HEIGHTS OF THE MIRRORS FROM THE FINISHED FLOORS TO |
| | THE REFLECTIVE SURFACES- SEC. 603.3. |
| | |
| | E) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB |
| | BARS FOR THE WATER CLOSETS- SEC. 604.5 & 609.4, FIGURES |
| | 604.5.1 & 604.5.2. |
| | |
| | F) CENTERLINES OF THE TOILET PAPER DISPENSERS MEASURED |
| | FROM THE FRONTS OF THE WATER CLOSETS- SEC. AND FIGURE |
| | 604.7. |
| | |
| | G) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SEC. |
| | 606.2. |
| | |
| | H) HEIGHT OF THE URINAL RIM- SEC. 605.2. |
| | |
| | I) KNEE AND TOE CLEARANCES FOR THE WHEELCHAIR |
| | ACCESSIBLE DRINKING FOUNTAIN- SEC. 602.2. |
| | |
| | J) SPOUT HEIGHTS OF THE HI AND LO DRINKING FOUNTAINS- |
| | SEC. 602.4 & 602.7. |
| | |
| | K) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB |
| | BARS FOR THE SHOWERS- SEC. 608.3.1. |
| | |
| | L) SHOWER SEAT DIMENSIONS AND MOUNTING HEIGHTS AND |
| | CLEARANCES- SECS. 610.2 & 610.3.2. |
| | |
| | M) CLEAR FLOOR SPACE APPROACHES TO THE KITCHEN AND |
| | CONFERENCE SINKS, AND THE HEIGHTS OF THE SINK RIMS OR |
| | COUNTER SURFACES- SECS. 606.2 & 606.3. |
| | |
| | 5) A1.1A, P301, P601: A SOLIDS INTERCEPTOR AND A GREASE |
| | INTERCEPTOR SHALL BE INSTALLED TO RECEIVE THE DRAINAGE |
| | FROM THE SINK, DISHWASHERS, AND THE FOOD DISPOSER- |
| | SECS. 1003.3,1 & 1003.3.2 FBC P. A SEPARATE PERMIT AND |
| | PLANS ARE REQUIRED FOR INSTALLATION OF THE INTERCEPTORS |
| | HOWEVER THE FOLLOWING INFORMATION SHALL ALSO BE |
| | PROVIDED ON THE MAIN PLAN. REFER TO SEC. 1003.3.5 AND |
| | PROVIDE- |
| | |
| | A) MAKE AND MODEL NUMBERS OF THE INTERCEPTORS AND |
| | GALLON CAPACITIES. |
| | |
| | B) SIZING CALCULATIONS. |
| | |
| | C) PIPING DIAGRAM INCLUDING LOCATIONS AND SIZES OF |
| | INLETS, OUTLETS, CLEANOUTS, AND VENT PIPING. |
| | |
| | 6) P401 & P602: THE 1/2-INCH HOT WATER FIXTURE SUPPLY |
| | PIPES TO THE PUBLIC LAVATORIES ARE EXCEEDING THEIR |
| | MAXIMUM ALLOWABLE 2 FT. DISTANCES FROM THE HOT WATER |
| | SOURCE WHICH IS THE RECIRCULATION LINE- SEC. C404.5.1 |
| | FBC ENERGY. |
| | |
| | 7) P401, P602, & P801: PROVIDE THE MAKE AND MODEL OF |
| | THE EMERGENCY EYE WASH STATION; INDICATE IT CONFORMS TO |
| | ISEA Z358.1, AND IS EQUIPPED WITH AN ASSE 1071 MIXING |
| | VALVE FOR TEPID WATER DELIVERY BETWEEN 60-100 DEGREES |
| | F.- SECS. 411.1 & 411.3 FBC P. |
| | |
| | 8) A1.5 & P302 ROOF DRAINAGE: |
| | |
| | A) PROVIDE THE RAIN FALL RATE- SEC. 1106.1 FBC P. |
| | |
| | B) PROVIDE ROOF AREA AND GPM FLOW CALCULATIONS- 1106.2. |
| | |
| | C) PROVIDE THE GUTTER AND DOWNSPOUT SIZES- 1106.3 & |
| | 1106.6. |
| | |
| | D) SHOW DOWNSPOUT LOCATIONS- 1106.3. |
| | |
| | E) SHOW THE DRAINAGE DISPOSAL LOCATIONS- SEC. 1101.2. |
| | |
| | 9) CONCERNING THE BACKFLOW PREVENTER AND GREASE |
| | INTERCEPTOR- PERMIT APPLICATIONS SHALL BE SUBMITTED |
| | PRIOR TO MAIN PLUMBING PLAN APPROVAL. YOU CAN SUBMIT AN |
| | APPLICATION TBD (TO BE DETERMINED) IF YOU DO NOT HAVE A |
| | CONTRACTOR SELECTED BY EMAILING A COMPLETED PERMIT |
| | APPLICATION TO [email protected] . YOU WILL |
| | RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU |
| | MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE |
| | APPLICATION IS REQUIRED AT THIS TIME. WE RECOMMEND THAT |
| | YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME. AFTER |
| | YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA EMAIL |
| | AND I WILL CHANGE THE REVIEW STATUS TO PASS. |
| | |
| | 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] |
| | |
