| Date |
Text |
| 2014-03-10 16:22:29 | PLUMBING PLAN REVIEW |
| | LOFTIN PLACE -FOUNDATION PERMIT |
| | PERMIT: 14020547 |
| | ADD: 705 N OLIVE AVE |
| | CONT: KAST CONSTRUCTION |
| | TEL: (561)689-2910 |
| | CONTACT: NEYITA (561)856-6655 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 1ST REVIEW |
| | DATE: MONDAY MARCH 10/2014 |
| | ACTION: DENIED |
| | |
| | 1) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 107.3.5 |
| | MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE |
| | EXAMINATION OF THE DOCUMENTS BY THE BUILDING OFFICIAL |
| | SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA AND |
| | DOCUMENTS: |
| | 107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.3 PLUMBING |
| | SANITARY DRAINAGE |
| | VENTS |
| | ROOF DRAINAGE |
| | SAND INTERCEPTOR OR TRAPS |
| | ENVIRONMENTAL REQUIREMENTS |
| | PLUMBING RISER |
| | |
| | 2A) SHEET P-2.1.1.A INDICATES A 8 INCH PIPE FOR GARAGE |
| | DRAINAGE TO SAND FILTER SEE CIVIL DWGS, COMPLY WITH |
| | 2010 FBC-P 1003.1 WHERE REQUIRED. INTERCEPTORS AND |
| | SEPARATORS SHALL BE PROVIDED TO PREVENT THE DISCHARGE |
| | OF OIL, GREASE, SAND AND OTHER SUBSTANCES HARMFUL OR |
| | HAZARDOUS TO THE BUILDING DRAINAGE SYSTEM, THE PUBLIC |
| | SEWER, THE PRIVATE SEWAGE DISPOSAL SYSTEM OR THE SEWAGE |
| | TREATMENT PLANT OR PROCESSES. |
| | |
| | 2B) 1003.11 (IPC 1003.5) SAND INTERCEPTORS IN |
| | COMMERCIAL ESTABLISHMENTS. SAND AND SIMILAR |
| | INTERCEPTORS FOR HEAVY SOLIDS SHALL BE DESIGNED AND |
| | LOCATED SO AS TO BE PROVIDED WITH READY ACCESS FOR |
| | CLEANING,AND SHALL HAVE A WATER SEAL OF NOT LESS THAN 6 |
| | INCHES (152 MM). |
| | |
| | 2C) THE PLANS INDICATE PART OF THE GARAGE FLOOR DRAINS |
| | (GD) EMPTYING INTO A 8" PIPE TO THE SAND FILTER AND |
| | ALSO A 10 INCH THAT EMPTIES INTO A 15 INCH RWL TO |
| | STORM? |
| | |
| | 2D) THIS MAY BE A FOUNDATION PERMIT BUT THE ROOF |
| | DRAINAGE IS SIZED FROM THE ROOF AREA AND 1/2 OF THE |
| | HEIGHT OF THE PARAET WALLS, THE PLANS ALSO FAIL TO |
| | PROVIDE THE CRITERIA FOR SIZING OF THE ROOF DRAINAGE, |
| | 2010 FBC-P 1106.1 WITH OUT THIS INFORMATION WE CAN NOT |
| | BE SURE THE CONDUCTORS ARE SIZED PROPERLY. 100 YEAR 1 |
| | HOUR RAIN FALL 4,5 INCHES. |
| | |
| | 3) THE SANITARY PLUMBING ISOMETRIC SHEET P-2.1.1.A FOR |
| | THE WASHING MACHINES ON THE PLUMBING RISERS IDENTIFIED |
| | AS 7, 42 & 50 APPEAR TO HAVE FLIPPED THELABELING OF THE |
| | 2" AND 3 " PIPES BACKWARDS THAT WOULD BE REDUCING THE |
| | SIZE OF THE VENT FROM 3 INCH TO 2 INCH. |
| | |
| | 4) THE STRUCTURAL SHEET S-2.0 DETAIL # 6 INDICATES THE |
| | USE OF A ELEVATOR PIT AND SUMP, PLEASE PROVIDE |
| | COMPLIANCE WITH 2010 FBC-P 1003.4 OIL SEPARATORS |
| | REQUIRED. |
| | AT REPAIR GARAGES, CAR-WASHING FACILITIES, AT FACTORIES |
| | WHERE OILY AND FLAMMABLE LIQUID WASTES ARE PRODUCED AND |
| | IN HYDRAULIC ELEVATOR PITS, SEPARATORS SHALL BE |
| | INSTALLED INTO WHICH ALL OIL-BEARING, GREASE-BEARING OR |
| | FLAMMABLE WASTES SHALL BE DISCHARGED BEFORE EMPTYING |
| | INTO THE BUILDING DRAINAGE SYSTEM OR OTHER POINT OF |
| | DISPOSAL. |
| | |
| | EXCEPTION: AN OIL SEPARATOR IS NOT REQUIRED IN |
| | HYDRAULIC ELEVATOR PITS WHERE AN APPROVED ALARM SYSTEM |
| | IS INSTALLED. |
| | |
| | 5) THE PLANS INDICATE THE USE OF FLOOR DRAINS IN THE |
| | GARAGE, FIRE PUMP ROOM, DOMESTIC PUMP ROOM AND TREASH |
| | ROOMS WITH OUT THE USE OF TRAP PRIMER VALVES. 2010 |
| | FBC-P |
| | 1002.4 TRAP SEALS. |
| | EACH FIXTURE TRAP SHALL HAVE A LIQUID SEAL OF NOT LESS |
| | THAN 2 INCHES (51 MM) AND NOT MORE THAN 4 INCHES (102 |
| | MM), OR DEEPER FOR SPECIAL DESIGNS RELATING TO |
| | ACCESSIBLE FIXTURES. WHERE A TRAP SEAL IS SUBJECT TO |
| | LOSS BY EVAPORATION, A TRAP SEAL PRIMER VALVE SHALL BE |
| | INSTALLED. TRAP SEAL PRIMER VALVES SHALL CONNECT TO THE |
| | TRAP AT A POINT ABOVE THE LEVEL OF THE TRAP SEAL. A |
| | TRAP SEAL PRIMER VALVE SHALL CONFORM TO ASSE 1018 OR |
| | ASSE 1044. |
| | |
| | 6) PLEASE NOTE SHOWER ARE BASED ONTHE TOTAL FLOW RATE |
| | THROUGH SHOWER HEADS AND BODY SPRAYS A 2 INCH TRAP WILL |
| | ALLOW FOR 5.7 GPM TO 12.3 GPM PER FBC-P TABLE 709.1. NO |
| | ACTION IS REQUIRED, JUST INFORMATIONAL. |
| | |
| | 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE & REPLACE ANY PAGES AS NECESSARY. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT |
| | NUMBER, WITH A DESCRIPTION OF THE REVISION MADE, |
| | IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE |
| | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. |
| | THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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