Plan Review Details - Permit 16020653
Plan Review Stops For Permit 16020653
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2016-06-23 Cont ID  
Sent By mgonzale Date 2016-06-23 Time   Rev Time 1.00
Received By mgonzale Date 2016-06-23 Time   Sent To Z
Notes
2016-06-23 16:05:05PROVISO:
 AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-04-13 Cont ID  
Sent By Mgonzale Date 2016-04-13 Time   Rev Time 1.00
Received By mgonzale Date 2016-04-13 Time   Sent To I
Notes
2016-04-13 13:56:22PLEASE ADDRESS MECHANICAL AND FIRE COMMENTS. THANK YOU!
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." ?
 FOR MORE INFORMATION REFER TO THE LINK BELOW: ?
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-06-08 Cont ID  
Sent By wjolin Date 2016-06-08 Time 09:45 Rev Time 0.00
Received By wjolin Date 2016-06-08 Time 09:26 Sent To M
Notes
2016-06-08 09:45:48808/820/906 GRANT STREET
 PERMIT #16020653
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE PLANS INDICATE THE INSTALLATION OF 3 BACKFLOW
 PREVENTERS. THE 6-INCH BACKFLOW PREVENTER IS REQUIRED;
 HOWEVER, THE TWO OTHER 4-INCH BACKFLOW PREVENTERS SHALL
 BE REPLACED WITH POST INDICATOR VALVES (PIVS).
  
 PROVIDE JOINT RESTRAINT(TORQUE REQUIREMENTS) PRODUCT
 DATA ON-SITE FOR THE FIRE INSPECTOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-02-24 Cont ID  
Sent By wjolin Date 2016-02-24 Time 10:46 Rev Time 0.00
Received By wjolin Date 2016-02-24 Time 10:16 Sent To M
Notes
2016-02-24 10:17:26808 GRANT STREET
 PERMIT #16020653
 REVIEW COMMENTS - FIRE DEPARTMENT
  
  
 NO ADDRESS PROVIDED ON THE SUBMITTED PLANS.
  
 TWO SET OF PLANS SUBMITTED BUT THEY ARE NOT THE SAME
 SET.
  
 SUBMIT PRODUCT DATA CUT SHEETS FOR PIPE, FITTINGS,
 MECHANICAL RESTRAINTS, HYDRANTS, BACKFLOW PREVENTERS
 ETC. MECHANICAL JOINTS SHALL INDICATE THE PROPER TORQUE
 TO BE APPLIED TO THE BOLTS (IF APPLICABLE).
  
 JOINT RESTRAINT: PER NFPA 13 & 24, SECTION 10.8.1.1,
 ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND
 HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT
 BY USING THRUST BLOCKS OR RESTRAINED JOINT SYSTEMS.
  
 CORROSION RESISTANCE: PER NFPA 13 & 24, SECTION
 10.8.3.5, AFTER INSTALLATION, RODS, NUTS, BOLTS,
 WASHERS, CLAMPS, AND OTHER RESTRAINING DEVICES SHALL BE
 CLEANED AND THOROUGHLY COATED WITH A BITUMINOUS OR
 OTHER ACCEPTABLE CORROSION-RETARDING MATERIAL.
  
 ACCEPTANCE REQUIREMENTS: PER NFPA 13 & 24, SECTION
 10.10.2.1.3, UNDERGROUND PIPING, FROM THE WATER SUPPLY
 TO THE SYSTEM RISER, AND LEAD-IN CONNECTIONS TO THE
 SYSTEM RISER SHALL BE COMPLETELY FLUSHED BEFORE
 CONNECTION IS MADE TO DOWNSTREAM FIRE PROTECTION SYSTEM
 PIPING. THE MINIMUM RATE OF FLOW SHALL BE NOT LESS THAN
 THE FLOW NECESSARY TO PROVIDE A VELOCITY OF 10 FEET PER
 SECOND.
  
 FLUSHING PAPERS: PER NFPA 13 & 24, SECTION 10.10.1, THE
 INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
 COMPLETING AND SIGNING THE CONTRACTOR?S MATERIAL AND
 TEST CERTIFICATE(S) SHOWN IN FIGURE 10.10.1.
  
 HYDROSTATIC TESTING: PER NFPA 13 & 24, SECTION
 10.10.2.2.1 ALL PIPING AND ATTACHED APPURTENANCES
 SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE
 HYDROSTATICALLY TESTED AT
 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM WORKING
 PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT
 PRESSURE +/-5 PSI FOR 2 HOURS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-24 Cont ID  
Sent By cpuell Date 2016-06-24 Time 08:51 Rev Time 0.00
Received By cpuell Date 2016-06-03 Time 14:17 Sent To  
Notes
2016-06-03 14:17:53RESUB ROUTED TO FIRE
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-04-15 Cont ID  
Sent By lmarchan Date 2016-04-15 Time 08:01 Rev Time 0.00
Received By lmarchan Date 2016-02-17 Time 10:51 Sent To  
Notes
2016-02-18 10:52:12ROUTED TO FIRE
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-06-08 Cont ID  
Sent By jvalido Date 2016-06-08 Time 17:19 Rev Time 0.00
Received By jvalido Date 2016-06-08 Time 17:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-02-29 Cont ID  
Sent By hmoser Date 2016-02-29 Time 10:13 Rev Time 0.00
Received By hmoser Date 2016-02-29 Time 10:11 Sent To ENG
Notes
2016-02-29 10:13:05PLAN DENIED
 SEE COMMENTS FROM FIRE. HM.
  


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