| Date |
Text |
| 2020-11-30 16:06:45 | 1ST REVIEW FBC-2017 RES. |
| | PERMIT- 20110342 |
| | 11/30/2020 |
| | |
| | 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 |
| | |
| | PLAN REVIEW RESULTS: DENIED. |
| | |
| | 1) PLEASE NOTE SEPARATE PERMITS ARE REQUIRED FOR THE |
| | GAS PIPING, WATER SERVICE BACKFLOW PREVENTER, POOL, AND |
| | IRRIGATION SYSTEM- SECTIONS 105.1 & 107.2.1 WPB. |
| | COMPLETE PLANS AND SPECIFICATIONS ARE REQUIRED. |
| | |
| | A) THE GAS PIPING LAYOUT AND RISER DRAWING SHOWN ON THE |
| | PLANS WERE NOT REVIEWED AT THIS TIME. PLEASE SUBMIT THE |
| | DRAWINGS UNDER A SEPARATE PERMIT AND INCLUDE |
| | MANUFACTURER'S SPECIFICATIONS FOR ALL GAS APPLIANCES |
| | AND EQUIPMENT. |
| | |
| | B) BACKFLOW PREVENTER: A FLORIDA LICENSED PLUMBING |
| | CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR |
| | INSTALLATION OF THE POTABLE WATER SERVICE BACKFLOW |
| | PREVENTER IN ACCORDANCE WITH SECTION 105.1 WPB AND |
| | SECTION 90-33 WPB CODE OF ORDINANCES. THE DEVICE SHALL |
| | BE TESTED AND CERTIFIED BY THE WPB UTILITIES DEPARTMENT |
| | PRIOR TO FINAL INSPECTION BY THE WPB BUILDING |
| | DEPARTMENT. PLEASE CONTACT THE WPB UTILITIES CENTRAL |
| | OPERATIONS DEPT. AT 561-822-2210 FOR FURTHER |
| | INFORMATION. |
| | |
| | 2) THE ENERGY FORM R405-2017 INDICATES THE TANKLESS |
| | WATER HEATER TO BE 50 GALLONS AND 0.97 EFFICIENCY. |
| | CORRECT THE GALLON SIZE DATA AND SUBMIT MANUFACTURER'S |
| | SPECIFICATIONS TO CONFIRM THE EFFICIENCY RATING- TABLE |
| | C404.1 FBC- EC. |
| | |
| | 3) SHEET PS.1.1: THE LOCATION OF THE 2-WAY CLEANOUT |
| | SHALL BE AT THE JUNCTION OF THE BUILDING DRAIN AND |
| | BUILDING SEWER OR WITHIN 10 FT. UPSTREAM OF THE |
| | JUNCTION. PLEASE NOTE THAT BUILDING DRAIN BY DEFINITION |
| | EXTENDS 30 INCHES BEYOND THE EXTERIOR WALL AT WHICH |
| | POINT IT TRANSITIONS INTO THE BUILDING SEWER- SECTIONS |
| | R202 & P3005.2.3 FBC RES. |
| | |
| | 4) SHEET P0.3 & P1.0B: CLEANOUTS AND ACCESS TO THE |
| | CLEANOUTS ARE REQUIRED WHERE THE VERTICAL RAIN WATER |
| | LEADERS CONNECT WITH THE HORIZONTAL UNDERSLAB STORM |
| | DRAINS- SEE SECTIONS 1101.8, 708.1.4, 708.1.10 FBC P |
| | AND P3005.2.4, AND P3005.2.10 FBC RES. |
| | |
| | 5) P1.1A: PROVIDE WATER HAMMER ARRESTORS FOR SUPPLY |
| | LINES TO THE DISHWASHER, ICE MAKER, AND WASHING |
| | MACHINE- SECTION P2903.5 FBC RES. |
| | |
| | 6) P1.1A: PROVIDE A BACKFLOW PREVENTER FOR THE SUPPLY |
| | LINE TO THE ICE MAKER- SECTION P2902.1 FBC RES. |
| | |
| | 7) P1.1A: INDICATE HOW THE SUPPLY LINES UNDER THE SLAB |
| | WILL BE PROTECTED FROM CORROSION- SECTION P2603.3 FBC |
| | RES. |
| | |
| | 8) A1-101.2 & A-102: PROVIDE THE DIMENSIONS OF THE |
| | SHOWERS- SECTION P2708.1 FBC RES. |
| | |
| | 9) P0.2: PROVIDE A SHOWER PAN DETAIL- SECTIONS P2709.1 |
| | & P2709.2 FBC RES. |
| | |
| | 10) P1.3: PLEASE NOTE UPON COMPLETION OF THE NEW STORM |
| | DRAINAGE SYSTEMS AS SHOWN ON THE PLAN A CERTIFICATION |
| | FROM A LICENSED PROFESSIONAL SHALL BE SUBMITTED TO THE |
| | INSPECTOR IN ORDER TO RECEIVE FINAL APPROVAL- SECTION |
| | 110.9 IMPACT OF CONSTRUCTION WPB. |
| | |
| | 11) P1.3: THE ROOF DRAINAGE SYSTEMS SHALL BE IN |
| | COMPLIANCE WITH SECTIONS R903.4.1 FBC RES AND 1101.2 |
| | FBC P: |
| | |
| | A) VERIFY THE ROOF IS DESIGNED FOR THE MAXIMUM POSSIBLE |
| | DEPTH OF WATER THAT WILL POND THEREON AS DETERMINED BY |
| | THE RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS, |
| | SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION |
| | WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING |
| | THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF |
| | DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED- SECTION |
| | 1101.7 FBC P. |
| | |
| | B) PROVIDE THE ROOF DRAIN FLOW RATE BASED ON SECTION |
| | 1105.2, AND CALCULATIONS FOR SIZING THE PRIMARY |
| | VERTICAL CONDUCTORS AND LEADERS AND HORIZONTAL BRANCHES |
| | BASED ON SECTIONS 1106.1, FIGURE 1106.1 AND SECTION |
| | 1108.3. |
| | |
| | C) PROVIDE A PRIMARY ROOF DRAIN INSTALLATION DETAIL. |
| | SHOW THE MAKES AND MODELS OF THE PRIMARY ROOF DRAINS, |
| | AND SUBMIT PRODUCT SPECIFICATION SHEETS- SECTIONS |
| | 1102.6 AND 1108.1. |
| | |
| | D) PROVIDE AN OVERFLOW SCUPPER DETAIL PER SECTIONS |
| | R903.4.1 FBC RES. AND 1108.3 FBC P. |
| | |
| | E) SHOW THE LOCATIONS OF GUTTERS FOR THE SLOPED ROOFS |
| | AND PROVIDE VERTICAL LEADER AND HORIZONTAL GUTTER SIZES |
| | IN ACCORDANCE WITH TABLES 1106.3 AND 1106.6. |
| | |
| | 12) PROVIDE A PLUMBING SUB-PERMIT APPLICATION- SECTION |
| | 105.1 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] |
| | |
