Plan Review Details - Permit 99110972
Plan Review Stops For Permit 99110972
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2000-02-18 Cont ID  
Sent By lmartine Date 2000-02-18 Time 10:57 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-01-10 Cont ID  
Sent By lmartine Date 2000-01-10 Time 13:57 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-04-21 Cont ID  
Sent By dpalmer Date 2000-04-21 Time 15:07 Rev Time 0.00
Received By dpalmer Date 2000-04-21 Time 15:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 1999-12-20 Cont ID  
Sent By dpalmer Date 1999-12-20 Time 16:48 Rev Time 0.00
Received By dpalmer Date 1999-12-20 Time 16:48 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 1999-12-27 Cont ID  
Sent By dlauderm Date 1999-12-27 Time 13:46 Rev Time 0.50
Received By dlauderm Date 1999-12-27 Time 13:29 Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PREVISOS;
 MUST MEET THESE STORM WATER
 REQUIREMENTS:
 TO OBTAIN A CONSTRUCTION PERMIT THE
 FOLLOWING MUST BE SUBMITTED SIGNED AND
 SEALED BY A FLORIDA PROFESSIONAL
 ENGINEER (PE).
 1. CONSTRUCTION PLANS (OK)
 2. DETAILS AND SPECIFICATIONS (OK)
 3. HYDRAULIC COMPUTATIONS AND SUPPORTING
 DOCUMENTATION (OK)
 4.IMPERVIOUS AREA COMPUTATIONS (OK)
 5.POLLUTION PREVENTION PLAN.THE
 POLLUTION PREVENTION PLAN SHALL BE KEPT
 ON SITE AT ALL TIMES DURING
 CONSTRUCTION. THE PLAN SHALL BE
 INSTALLED IN THE FIELD PRIOR TO ANY
 EARTHWORK. THE ENGINEER OF RECORD SHALL
 CERTIFY TO THE CITY, ON A MONTHLY BASIS,
 THAT THE PLAN IS WORKING PROPERLY AND AS
 DESIGNED. THE ENGINEER OF RECORD IS
 RESPONSIBLE TO CERTIFY IMPLEMENTATION
 OF THE PROVISIONS OF CITY ORDINANCE NO.
 3132-98 OF THE CITY CODE AT SUCH TIME
 THE PERMITTEE APPLIES FOR A CERTIFICATE
 OF OCCUPANCY FROM THE CITY BUILDING
 OFFICIAL.
 6.EVERY SIX MONTHS AFTER CONSTRUCTION A
 PE SHALL CERTIFY THAT THE PERMANENT
 POLLUTION PREVENTION STRUCTURES, DRY-WET
 WATER DETENTION FACILITIES, AND
 EXFILTRATION SYSTEMS ARE WORKING AS
 DESIGNED AND ARE IN GOOD OPERATING
 CONDITION. ALL CERTIFICATIONS MUST BE
 SUBMITTED TO:
 STORM WATER UTILITY ENGINEER
 CITY OF WEST PALM BEACH PUBLIC UTILITIES
 DEPARTMENT
 P.O. BOX 3366, WEST PALM BEACH, FL 33402
 THE CERTIFICATION MUST INCLUDE THE
 BUILDING PERMIT NUMBER, THE ADDRESS OF
 THE PROPERTY AND THE NAME OF THE
 ESTABLISHMENT/PROJECT CONSTRUCTED.
 GARBAGE PICK-UP:
 NO DUMPSTER LOCATION SHOWN, SHOW OR LET
 THE CITY KNOW IF GARBAGE IS TO BE PICKED
 UP BY CITY OR IF IT IS PRIVATE PICKUP,
 IF TO BE PICKED UP BY THE CITY THEN THE
 FOLLOWING REQUIREMENTS MUST BE MET:
 1.DUMPSTER MUST HAVE A MINIMUM OF 12'-6"
 OPENING BETWEEN THE GATE POSTS.
 2.INTERIOR DIMENSIONS OF THE ENCLOSURE
 MUST BE A MINIMUM OF 12'-6" WIDE AND 12'
 DEEP.A CONCRETE PARKING STOP BARS 10'
 LONG MUST BE CENTERED (FROM GATES) AND
 INSTALLED 18" FROM THE BACK WALL.
 STEEL BARS WILL BE DRILLED THRU THE STOP
 BAR AND INTO THE INTERIOR FLOOR OF THE
 ENCLOSURE TO STOP THE BAR FROM MOVING
 WHEN THE DUMPSTER IS SET INSIDE.
 3.THE OPENING OF THE DUMPSTER ENCLOSURE
 MUST BE ANGLED SO THAT A 40' LONG TRUCK
 WITH THE FORKS EXTENDED CAN APPROACH THE
 OPENING AND PICK UP THE DUMPSTER WITHOUT
 TURNING A SHARP TURN.
 4.THE TRUCK NEEDS TO HAVE NO LESS THAN A
 16' HIGH VERTICAL CLEARANCE AREA FOR THE
 TRUCK TO PICK UP THE DUMPSTER. THE CLEAR
 AREA MUST OVER THE DUMPSTER AND WHERE
 THE TRUCK WILL BE STOPPED TO UNLOAD THE
 DUMPSTER.
 5.THE TRUCK NEEDS TO HAVE NO LESS THAN
 14' HIGH VERTICAL CLEARANCE AND 12'
 HORIZONTAL CLEARANCES FOR THE TRUCK TO
 DRIVE THROUGH.
 6.IT IS STRONGLY SUGGESTED THAT YOU ADD
 A RECYCLING CENTER TO YOUR DUMPSTER
 ENCLOSURE.
 7.SEE ATTACHED STANDARD DETAIL FOR
 FURTHER INFORMATION.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 1999-11-23 Cont ID  
Sent By rturnque Date 1999-11-23 Time 12:18 Rev Time 0.20
Received By rturnque Date   Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 1999-12-21 Cont ID  
Sent By ndenmark Date 1999-12-21 Time 08:04 Rev Time 0.33
Received By ndenmark Date 1999-12-21 Time 08:04 Sent To  
Notes
2001-01-08 00:00:00PROVISO:
 1997 SMC 609.1.1 REQUIRES AHU ROOMS USED
 AS PLENUMS TO BE CONSTRUCTED ENTIRELY OF
 NON COMBUSTIBLE CONSTRUCTION
Review Stop P PLUMBING
Rev No 4 Status P Date 2000-04-21 Cont ID  
Sent By tlarge Date 2000-04-21 Time 14:12 Rev Time 0.30
Received By tlarge Date 2000-04-21 Time 14:12 Sent To  
Notes
2001-01-08 00:00:00ADD EWH,DRAIN FOR EWC.
Review Stop P PLUMBING
Rev No 3 Status P Date 2000-02-24 Cont ID  
Sent By tlarge Date 2000-02-24 Time 10:04 Rev Time 0.75
Received By tlarge Date 2000-02-24 Time 10:04 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status N Date 2000-02-24 Cont ID  
Sent By tlarge Date 2000-02-20 Time 09:14 Rev Time 0.65
Received By tlarge Date 2000-02-20 Time 09:09 Sent To  
Notes
2001-01-08 00:00:00A DRINKING FOUNTAIN MUST BE PROVIDED PER
 SPC TABLE 407.BOTTLED WATER IS NOT
 PERMITTED PER STANDARD PLUMBING CODE.
 THE DRINKING FOUNTAIN SHALL COMPLY W/
 FACBC SEC.4.1.3(10)(A).PROVISIONS SHALL
 BE MADE FOR PEOPLE W/DIFFICULTY BENDING
 OR STOOPING.
  
 REVISE EDITION OF STANDARD PLBG.CODE ON
 TITLE SHEET TO READ 1994 EDITION.(THE
 1997 EDITION HAS NOT BEEN ADOPTED AS YET
  
 WALLS AND FLOORS OF TOILET ROOMS SHALL
 BE NONABSORBENT TO A HEIGHT OF 4'PER
 SBC 1204.2.
Review Stop P PLUMBING
Rev No 1 Status N Date 2000-02-24 Cont ID  
Sent By tlarge Date 1999-11-20 Time 10:46 Rev Time 1.00
Received By tlarge Date 1999-11-20 Time 10:46 Sent To  
Notes
2001-01-08 00:00:00THE APPLICABLE EDITION OF THE STANDARD
 PLUMBING CODE IS THE 1994 EDITION.
  
 NUMBER OF REQD.PLBG.FIXTURES SHALL
 COMPLY W/SPC TABLE 407.
  
 DRINKING FOUNTAIN SHALL COMPLY W/FACBC
 SEC.4.1.3(10)(A)(PROVISIONS SHALL BE
 MADE FOR PEOPLE W/DIFFICULTY BENDING OR
 STOOPING.)
  
 WALLS AND FLOORS OF TOILET ROOMS SHALL
 COMPLY W/SBC SEC.1204.2
Review Stop Z ZONING
Rev No 1 Status P Date 2000-01-13 Cont ID  
Sent By gjoyce Date 2000-01-13 Time 08:13 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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