Plan Review Details - Permit 99100503
Plan Review Stops For Permit 99100503
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2000-03-09 Cont ID  
Sent By hpiskura Date 2000-03-09 Time 16:10 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-01-08 00:00:00PROVISO ATTACHED TO PLANS RE WINDOWS
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-02-09 Cont ID  
Sent By hpiskura Date 2000-02-09 Time 10:36 Rev Time 0.00
Received By hpiskura Date 2000-02-09 Time 10:48 Sent To  
Notes
2001-01-08 00:00:00SEPARATE LETTER ATTACHED
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2001-09-13 Cont ID  
Sent By dpalmer Date 2001-09-13 Time 08:51 Rev Time 0.00
Received By dpalmer Date 2001-09-13 Time 08:51 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2000-07-11 Cont ID  
Sent By dpalmer Date 2000-07-11 Time 18:34 Rev Time 0.00
Received By dpalmer Date 2000-07-11 Time 18:34 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-03-14 Cont ID  
Sent By dpalmer Date 2000-03-14 Time 21:36 Rev Time 0.00
Received By dpalmer Date 2000-03-14 Time 21:36 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2000-01-04 Cont ID  
Sent By dpalmer Date 2000-01-04 Time 11:49 Rev Time 0.00
Received By dpalmer Date   Time   Sent To  
Notes
2001-01-08 00:00:00****************UNSAT******************
  
 1)NOTE: PLANS NEED TO BE SIGNED AND
 SEALED AS PER STATE STATUES.
 PLEASE SUBMIT NEW SET FOR APPROVAL
 STAMPS FOR PERMIT TO BE ISSUED.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2000-01-03 Cont ID  
Sent By dlauderm Date 2000-01-03 Time 11:05 Rev Time 1.00
Received By dlauderm Date 2000-01-03 Time 11:03 Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PREVIOS:
 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.
 NOTE#5:
 THESE COMMENTS CONCERN THE CITY STREET
 (HIBISCUS) YOU MUST MEET STATE STANDARDS
 FOR DIXIE HIGHWAY.
 1.ALL BROKEN SIDEWALKS ALONG THE
 PROPERTY (ALL SIDES) MUST BE REPLACED.
 2.ALL DRIVEWAYS THAT WILL NOT BE USED
 MUST BE REMOVED AND THE REGULAR CURBS
 (& GUTTERS) MUST BE REPLACED.
 3.ALL BROKEN UP CURBS (& GUTTERS) MUST
 BE REPLACED.
 4.ALL DRIVEWAY APPROACHES MUST BE (AT A
 MINIMUM) PER CITY STANDARD DETAIL INDEX.
 5.ALL GRADES FOR CITY SIDEWALKS WILL BE
 SET BY THE CITY SURVEY CREW, CALL
 659-8040 AND ASK FOR ED RYAN TO SET UP
 AN APPOINTMENT.
 6.REVIEW ATTACHED DRIVEWAY STANDARD
 DETAILS FOR FURTHER INFORMATION.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2000-01-03 Cont ID  
Sent By dlauderm Date 2000-01-03 Time 11:02 Rev Time 0.00
Received By dlauderm Date 2000-01-03 Time 11:01 Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PREVIOS:
 NOTE#1:
 PAGE C1, CLEANOUT WILL BE PLACED ON
 PRIVATE PROPERTY USING CLEANOUT DETAIL
 AS SHOWN ON PAGE C3, NOT IN STATE ROAD
 ROW AS SHOWN.
 NOTE#2:
 PAGE C1, DUMPSTER IS TOO SMALL, USE
 ATTACHED CITY DETAIL AND FOLLOWING
 COMMENTS:
 STATE 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.
 NOTE#3:
 PAGE C1, BACKFLOW PREVENTER MUST BE AN
 APPROVED RPZA AND MUST BE LOCATED
 IMMEDIATELY BEHIND THE SIDEWALK.REVIEW
 PAGE P2, ON THAT SHEET IT SHOWS THE
 WATER SERVICE ENTERING THE EAST SIDE
 OF THE PROPERTY, THIS CONTRADICTS PAGE
 C1 WHICH SHOWS IT AT THE NORTHWEST
 CORNER OF THE BUILDING.THE SERVICE
 WILL NOT COME OFF OF THE STATE ROAD
 (DIXIE).
 NOTE#4:
 PAGE C1, ADD NOTE "PLUG THE STORMWATER
 LINE IN THE MANHOLE" BESIDES WHERE THE
 LINE IS CUT OFF IN THE SIDEWALK.
 NONE OF THE FOLLOWING INFORMATION HAS
 BEEN SUBMITTED, PLEASE SUBMIT TO THE
 STORMWATER ENGINEER AND DEDUCT THE
 EXISTING IMPERVIOUS AND PERVIOUS AREAS
 FOR THE EXISTING RESTAURANT.
 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
 2.DETAILS AND SPECIFICATIONS
 3.HYDRAULIC COMPUTATIONS AND SUPPORTING
 DOCUMENTATION
 4.IMPERVIOUS AREA COMPUTATIONS
 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.
 SEE SECOND PART OF REVIEW FOR REST OF
 COMMENTS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2001-09-18 Cont ID  
Sent By mcarsill Date 2001-09-18 Time 11:17 Rev Time 0.00
Received By mcarsill Date 2001-09-18 Time 11:17 Sent To  
Notes
2001-09-18 00:00:001) PROVIDE MORE DETAILS ON FUTURE
 GATE CONTROL. SEPARATE PLANS AND PERMITS
 REQUIRED FOR ANY SECURITY GATES.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 1999-12-14 Cont ID  
Sent By rturnque Date 1999-12-14 Time 09:57 Rev Time 0.25
Received By rturnque Date   Time   Sent To  
Notes
2001-01-08 00:00:00FIRE ALARM SYSTEM SHALL BE CLASS "A" OR
 ADDRESSABLE
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2001-09-19 Cont ID  
Sent By pkrauss Date 2001-09-19 Time 07:46 Rev Time 0.30
Received By pkrauss Date 2001-09-18 Time 15:15 Sent To  
Notes
2001-09-19 00:00:00********************PROVISO*************
  
  
 AIR FROM AHU SPACE SHALL NOT BE
 RECIRCULATED.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096 EXT.
 8388.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-05-11 Cont ID  
Sent By pkrauss Date 2001-05-11 Time 08:44 Rev Time 0.45
Received By pkrauss Date 2001-05-11 Time 08:44 Sent To  
Notes
2001-05-11 00:00:00MECH PERMIT 99100507.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2000-07-12 Cont ID  
Sent By cthirben Date 2000-07-12 Time 13:39 Rev Time 1.00
Received By cthirben Date 2000-07-12 Time 13:35 Sent To  
Notes
2001-01-08 00:00:00PROVISO:********************************
 1. LOCAL CODE REQUIRES 18" MIN. CLEAR-
 ANCE BETWEEN THE ROOF AND BOTTOM OF
 THE MECHANICAL EQUIPMENT.
 2. FIRE DAMPERS REQUIRED WHERE DUCT
 PENETRATES RATED WALLS.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 1999-12-22 Cont ID  
Sent By ndenmark Date 1999-12-22 Time 09:01 Rev Time 0.50
Received By ndenmark Date 1999-12-22 Time 09:01 Sent To  
Notes
2001-01-08 00:00:00PROVISO:
 1) LOCAL CODE REQUIRES 18" MIN. CLEARANC
 BETWEEN ROOF AND BOTTOM OF MECH EQUIPMEN
 2) FIRE DAMPERS REQUIRED WHERE DUCT PEN-
 ETRATES RATED WALLS
 3) AREAS USED AS RETURN AIR PLENUM TO BE
 NON COMBUSTIBLE CONSTRUCTION
 4) SIGNED AND SEAL DRAWING TO BE SUBMIT-
 TED FOR APPROVAL STAMPS AND SIGN OFF
 PRIOR TO CONTRUCTION COMMENCING
Review Stop P PLUMBING
Rev No 3 Status P Date 2000-04-20 Cont ID  
Sent By tlarge Date 2000-04-20 Time 20:03 Rev Time 1.25
Received By tlarge Date 2000-04-20 Time 20:03 Sent To  
Notes
2001-01-08 00:00:00*****************PROVISO****************
 CALCULATIONS FOR SECONDARY DRAINAGE
 SHALL COMPLY W/SPC SEC.1108.3 & APPENDIX
 "A",TABLE A101.2.
Review Stop P PLUMBING
Rev No 2 Status F Date 2000-03-07 Cont ID  
Sent By tlarge Date 2000-03-07 Time 18:58 Rev Time 3.50
Received By tlarge Date 2000-03-07 Time 18:58 Sent To  
Notes
2001-01-08 00:00:00JOB SPEC.15412-SEC.3.07-A TWO WAY
 CLEANOUT IS REQD.AT THE JUNCTION OF THE
 BUILDING DRAIN AND BUILDING SEWER PER
 SPC SEC.710.2.1.
  
 DRINKING FOUNTAINS SHALL COMPLY W/
 FACBC SEC.4.1.3(10)(A)-PROVISIONS SHALL
 BE MADE FOR PEOPLE WHO HAVE TROUBLE
 BENDING OR STOOPING.
  
 SUBMIT DETAIL OF DRINKING FOUNTAIN.
 COMPLY W/FACBC SEC.4.15.
  
 SHT.A-20-SHOW ALL FIXTURE CLEARANCES
 OF HANDICAP FIXTURES.(CLEAR FLOOR SPACE
 UNDER LAVS.TO F.F.,HEIGHT OF H.C.URINAL
 AFF TO RIM,DISTANCE OF W.C.FROM FINISH
 WALL TO CENTERLINE OF BOWL,ETC.)
  
 SHT.A-21-SUBMIT UL LISTING FOR APPROVED
 FIRE SAFING DETAIL.COUNTYWIDE AMENDMENTS
 TO SPC SEC.104.2.4.
  
 CALCULATIONS FOR STORM DRAINAGE SYSTEM
 SHALL COMPLY W/ SPC SEC.1108.3 &
 APPENDIX "A",TABLE A101.2.
  
 PLUMBING FIXTURES SHALL BE WATER CON-
 SERVATION TYPE PER SPC SEC.406.NOTE SUCH
 ON SHT.P-1.
  
 SHT.P-1-FIXTURE SCHEDULE CALLS OUT
 COUNTERTOP LAVS.IN HANDICAP TOILET ROOMS
 COMPLY W/FACBC SEC.4.17.3(EXCEPTION:NEW
 CONSTRUCTION.)
  
 SHT.P-4-RAIN WATER LEADER TO 2ND.FLR.NOT
 SHOWN ON RISER.(SEE TOILET ROOMS.)
  
 INDICATE SLOPE OF OF STORM PIPING.COMPLY
 W/SPC TABLE 1108.1,108.2.
  
 FIXTURE MARKS ON FLOOR PLAN DON'T
 CORRELATE W/RISER DIAGRAM.CLARIFY.
 (P-9 NOT ON RISER,P-8 NOT ON SHT.P-2,P-3
 P-9 NOT ON SHT.P-2,P-3.,P-7 NOT SHOWN ON
 SHT.P-2.)
  
 DESIGN OF RISER ON P-4 DOESN'T MATCH
 P-2.CLARIFY.
  
 SIZE ALL SECTIONS OF THE SANITARY AND
 WATER RISERS.COUNTYWIDE AMENDMENTS TO
 SPC SEC.104.2.1.
  
  
  
  
 WATER SUPPLY SHALL COMPLY W/SPC 610.4.1,
 610.4.2.
  
 APPROVAL REQD.FROM CITY OF WPB ENGINEER-
 ING DEPT.FOR THE STORM DRAINAGE SYSTEM.
  
 SUBMIT MANUF.SHEETS FOR CHRONOMITE WTR.
 HEATER.SPC.501.2.503.2.
  
 CIRCUIT AND LOOP SYSTEM SHALL COMPLY W/
 SPC 914.1,914.3,920.3.
Review Stop P PLUMBING
Rev No 1 Status F Date 1999-12-04 Cont ID  
Sent By tlarge Date 1999-12-04 Time 14:03 Rev Time 1.50
Received By tlarge Date 1999-12-04 Time 14:02 Sent To  
Notes
2001-01-08 00:00:00BREAK ROOM AND PANTRY SINK SHALL COMPLY
 W/FACBC SECS.4.24.1-4.24.7.(THESE AREAS
 ARE NOT CONSIDERED WORK AREAS.)SEE SHT.
 A-19,DETAILS #7 & #9.
  
 SUBMIT SIGNED AND SEALED PLANS PER
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.3
  
 SIZE OF HANDICAP STALLS (LXW) SHALL
 COMPLY W/FACBC SEC.4.17.3(SEE EXCEPTION:
 NEW CONSTRUCTION).
  
 WALLS IN TOILET ROOMS SHALL BE
 NONABSORBMENT TO A HEIGHT OF 4' PER SBC
 SEC.1204.2.
  
 SUBMIT RISER DIAGRAM FOR STORM DRAINAGE
 SYSTEM.SHOW SIZE OF ROOF DRAINS AND SQ.
 FOOTAGE DRAINED BY EACH DRAIN.SUBMIT
 CALCULATIONS FOR SECONDARY DRAINAGE PER
 SPC SEC.1109.1.INCLUDE PROVISIONS FOR
 THE PARAPET WALL PER SPC 1108.3.
  
 SUBMIT MOUNTING HEIGHT DETAILS AND
 DIMENSIONS FOR ALL HANDICAP FIXTURES AND
 APPURTENANCES.COMPLY W/FACBC OCT.1,1997
 EDITION.
  
 GRAB BARS SHALL COMPLY W/FACBC
 SEC.4.17.6
  
 DRINKING FOUNTAINS ARE REQD.PER SPC
 TABLE 407.
  
 DRAINAGE SYSTEM SHALL BE SIZED PER SPC
 TABLE 714.1,714.2.(MAX.OF 2 W.C.'S
 PERMITTED ON 3" BLDG.DRAIN.)
  
 SIZE ALL SECTIONS OF THE DWV SYSTEM AND
 WATER RISER PER COUNTYWIDE AMENDMENTS TO
 SPC SEC.104.2.1.
  
 CIRCUIT AND LOOP SYSTEM SHALL COMPLY W/
 SPC 914.1,914.3.,920.3.
  
 SUBMIT MANUF.SHEETS FOR CHRONOMITE WTR.
 HEATER.SPC 501.2,503.2.
Review Stop Z ZONING
Rev No 2 Status P Date 2000-04-27 Cont ID  
Sent By gjoyce Date 2000-04-27 Time 10:58 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00MAX FENCE HEIGHT IS 42"
Review Stop Z ZONING
Rev No 1 Status F Date 1999-10-18 Cont ID  
Sent By gjoyce Date 1999-10-18 Time 09:30 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00NEEDS DAC REVIEW, JOE HAS PLANS


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