Date |
Text |
2014-05-01 18:09:40 | 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 |
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| 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. |
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| 2ND REVIEW |
| DATE: THURSDAY MAY 01/2014 |
| ACTION: DENIED |
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| 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 |
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| 2A) 2ND REQUEST, SHEET P-2.1.1.A INDICATES A 8 INCH |
| PIPE FOR GARAGE DRAINAGE TO SAND FILTER SEE CIVIL DWGS, |
| IF THE PLANS SHOW A SAND FILTER TO GET RID OF OILY |
| WATER PLEASE PROVIDE DETAILS FOR SUCH FILTER. AS IN |
| YOUR RESPONCE PARKING GARGES DO NOT REQUIRE THE SAND |
| FILTER BUT YOU AS THE DESIGNER REQUIRE IT, SHOWN ON |
| TTHE PLANS THEN WE WILL NEED THE BACK UP LITERATURE FOR |
| THE SIZING OF THE SAND FILTER. |
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| PLEASE 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. |
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| 2B) 2ND REQUEST. 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). |
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| 2C) COMPLIED. |
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| 2D) 2ND REQUEST, 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. |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION, 2010 107.3.5.1.3 |
| PLUMBING ROOF DRAINAGE ISOMETRIC FOR THE BUILDING. |
| PLEASE NOTE THE SHEET INDICATED IN THE DRAWING FILE AS |
| 471-P-2.19 IS ACTUALLY SHEET P-218. THE ROOF DECK |
| DRAINAGE SHEET. |
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| 3) COMPLIED. |
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| 4) COMPLIED. |
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| 5) 2ND REQUEST. THE RESPONSE INDICATES SHEET P6.1 NOTE |
| FOR TRAP RESEAL, NOT A TRAP PRIMER. PLEASE REVIEW 2010 |
| FBC-P |
| 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 1002.3 PROHIBITED TRAPS. |
| THE FOLLOWING TYPES OF TRAPS ARE PROHIBITED: 1. TRAPS |
| THAT DEPEND ON MOVING PARTS TO MAINTAIN THE SEAL. |
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| 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. |
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| 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. |
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| 7) PROJECT DOCS < 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. |
| |
| 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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