Plan Review Notes
Plan Review Notes For Permit 07040695
Permit Number 07040695
Review Stop P
Sequence Number 1
Notes
Date Text
2007-06-05 10:56:51DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 MUNICIPAL CODE WPB
  
 1. TWO SETS OF DESIGN PLANS WERE SUBMITTED. ONE SET FOR
 THE ARCHITECTURAL AND ONE SET FOR THE MEP'S. IS IT THE
 INTENT OF THE OWNER TO APPLY SEPARATELY FOR THE SHELL
 AND THE BUILD-OUT? PLEASE CLARIFY.
  
 2. SHT AS5.1 SUBMIT CALCULATIONS FOR THE PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS. SHOW THE TOTAL SQUARE FOOT AREA BEING
 DRAINED BY EACH ROOF DRAIN AND INDICATE 1/2 AREA OF ALL
 VERTICAL WALLS ADDED TO THE SQUARE FOOTAGE IN THE
 CALCULATIONS.
  
 3. SHT AS5.4 SHOW A DRAIN IN THE DUMPSTER ENCLOSURE.
 THIS DRAIN IS NOT APPROVED, AS IT WOULD HAVE TO CONNECT
 TO THE GREASE INTERCEPTOR WHICH CAN NOT DRAIN STORM
 WATER, NOR CAN IT CONNECT TO THE SANITARY FOR THE SAME
 REASON. PLEASE INDICATE IF THE ENCLOSURE WILL BE
 PROTECTED FROM THE STORM WATER. IF NOT DELETE THE
 DRAIN.
  
 4. SHTS PS1.0 & PS2.0 THE GREASE INTERCEPTOR SHALL BE
 SIZED BY ENVIRONMENTAL COMPLIANCE. PLEASE CONTACT
 RODNEY COMPO, (561)822-2272 OR CALVIN WILLIAMS,
 (561)822-2284. THEIR FAX NUMBER IS (561) 2287 &
 E-MAIL'S ARE [email protected] OR [email protected].
  
 5. SHT PS1.0 & PS2.0 AN RPZV BACKFLOW IS REQUIRED ON
 THE WATER SERVICE TO THE BUILDING. SECTION 608.13.2.
 SHEETS STATE "SEE CIVIL FOR CONT., BUT NO CIVIL SHEETS
 WERE SUBMITTED. PLEASE INDICATE ON THE PLUMBING SHEETS
 THAT THERE WILL BE A BACKFLOW INSTALLED ON THE WATER
 SERVICE.
  
 6. SHT A5.0 NOTE #6STATES "FOR WALL TILE SCHED. SEE
 SHEET A4.0" NO WALL TILE SCHEDLUE IS LOCATED ON SHEET
 A4.0. PLEASE CLARIFY. WALLS WITHIN 2FT OF THE W/C'S
 SHALL COMPLY WITH SECTION 1210.2.
  
 7. SHT P1.0 THE SIZING FORMULA FOR THE GREASE
 INTERCEPTOR INDICATES AN "EXISTING GREASE INTERCEPTOR.
 PLEASE CLARIFY. SECTION 106.1.1.
  
 8. SHT P4.0 EQUIPMENT AND FIXTURES UTILIZED FOR THE
 STORAGE, PREPARATION AND HANDLING OF FOOD SHALL
 DISCHARGE THROUGH AN INDIRECT WASTE PIPE BY MEANS OF AN
 AIR GAP, NOT AN AIR BREAK AS SHOWN IN DETAILS 2,6 & 8.
 SECTION 802.1.1. THE AIR GAP BETWEEN THE INDIRECT WASTE
 PIPE AND THE FLOOD LEVEL RIM OF THE WASTE RECEPTOR
 SHALL BE A MINIMUM OF TWICE THE EFFECTIVE OPENING OF
 THE INDIRECT WASTE PIPE. SECTION 802.2.1.
  
 6. SHT P4.1 THE WATER HAMMER ARRESTORS SHALL BE LOCATED
 NEAR THE FIXTURES IN AN "EFFECTIVE RANGE", NOT IN THE
 CEILING AS SHOWN. PDI-WH 201 AND MANUF. INSTALLATION
 INSTRUCTIONS.
  
 7. THE REVERSE OSMOSIS DRINKING WATER TREATMENTS SHALL
 MEET THE REQUIREMENTS OF NSF-58, REVERSE OSMOSIS
 DRINKING WATER TREATMENT UNITS, OR WATER QUALITY
 ASSOCIATION STANDARD S-300, POINT-OF-USE LOW PRESSURE
 REVERSE OSMOSIS DRINKING WATER SYSTEMS. SECTION 611.2.
 PLEASE SUBMIT MANUF SPECIFICATION SHEETS INDICATING
 COMPLIANCE.
  
 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE ONE
 SET OF THEM LOOSELY ON TOP OF THE COLLATED
 PLANS TO BE REVIEWED. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved