Plan Review Details - Permit 01050105
Plan Review Stops For Permit 01050105
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2001-08-17 Cont ID  
Sent By hpiskura Date 2001-08-17 Time 12:27 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-08-01 Cont ID  
Sent By hpiskura Date 2001-08-01 Time 09:11 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-08-01 00:00:00RE: THE BUTLER MFG. LETTER FROM J. E.
 LAMB.WHAT IS THE REFERENCE TO
 CLIMATIC DATA AND MBMA?WIND PRESSURE
 DESIGN MUST BE FROM ASCE 7-95 OR SBC
 1606.1.1.
  
 PROVIDE A SKETCH DEPICTING THE PRESSURE
 ZONES FOR THE COMPONENTS AND CLADDING
 THAT CORRELATE TO THE BUTLER SPECIFIC
 REACTION DRAWINGS.
  
 THE MIAMI DADE NOA #99-0318.03 IS
 MISSING THE DRAWING REFEREDCED IN
 SPECIFIC CONDITION #2. AND 6.1.2.
  
 NOA #00-0315.03 IS MOSTLY ILLEGIBLE AND
 HAS MISSING PAGES.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-05-21 Cont ID  
Sent By hpiskura Date 2001-05-21 Time 11:08 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-05-21 00:00:00WHAT IS THE CONSTRUCTION TYPE OF THE
 EXISTING BUILDING?SEE SBC 601.2.
  
 TYPE IV BUILDINGS INSIDE THE FIRE
 DISTRICT ARE REQUIRED TO HAVE 2 HR
 RATRED WALLS.SEE SBC F102.2.6.
  
 WHAT KIND AND QUANTITIES OF MATERIALS
 WILL BE STORED AND / OR USED IN THIS
 BUILDING?WHAT KIND OF MANUFACTURING
 PROCES SES ARE INTENDED?
  
 WHERE WILL THE DESIGN LOADS CALLED OUT
 ON S1 BE APPLIED TO THIS BUILDING?
  
 PROVIDE A SKETCH OR NOTES SHOWING THE
 WIND PRESSURE ZONES FOR THIS BUILDING
  
 PLEASE PROVIDE A PROPERTY SURVEY
  
 SHOW HOW THE GLAZED OPENINGS WILL COMPLY
 WITH THE CITY'S HURRICANE MISSILE
 IMPACT RESISTANCE POLICY.
  
 IMPACT FEES MUST BE PAID TO THE COUNTY.
 CALL 233-5025 FOR MORE INFORMATION.
  
 PROVIDE THE PRODUCT EVALUATION REPORTS
 FOR THE DOORS WINDOWS AND ROOF
 COVERINGS TO BE USED ON THIS BUILDING.

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2001-08-20 Cont ID  
Sent By dpalmer Date 2001-08-20 Time 22:17 Rev Time 0.00
Received By dpalmer Date 2001-08-20 Time 22:17 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2001-08-01 Cont ID  
Sent By dpalmer Date 2001-08-01 Time 11:10 Rev Time 0.00
Received By dpalmer Date 2001-08-01 Time 11:10 Sent To  
Notes
2001-08-01 00:00:00****************** UNSAT ***************
  
 PLEASE NOTE THAT NOT ALL NOTES FROM
 FIRST REVIEW WERE ADDRESSED.
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
  
 PLEASE REVISE AND SUBMIT THE ABOVE FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-05-15 Cont ID  
Sent By dpalmer Date 2001-05-15 Time 09:51 Rev Time 0.00
Received By dpalmer Date 2001-05-15 Time 09:51 Sent To  
Notes
2001-05-15 00:00:00****************** UNSAT *************
  
 1)NOTE: PLEASE CLARIFY SERVICE ON PANEL
 SCHEUDULE. SHOWS,, MAIN 800 AMP ?
 TYPE-O?
  
 2)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
 RISER DIAGRAM SHOWS 200A AND 400K?
 PLEASE CLARIFY.
  
 3)NOTE: PLEASE SHOW ALL CONTINOUS LOADS
 AT 125% (LIGHTING ETC.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2001-07-12 Cont ID  
Sent By mamini Date 2001-07-12 Time 11:21 Rev Time 4.00
Received By mamini Date 2001-07-12 Time 11:16 Sent To  
Notes
2001-07-12 00:00:00PASSED :
  
 ***NOTE***
 PLEASE REVISE LANDSCAPING SHEETS TO
 COMPLY WITH CIVIL SHEETS.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-05-15 Cont ID  
Sent By mamini Date 2001-05-15 Time 14:06 Rev Time 4.00
Received By mamini Date 2001-05-15 Time 14:06 Sent To  
Notes
2001-05-15 00:00:00FAILED:
 1. PLEASE PROVIDE STORM WATER
 CALCULATION FOR OUR REVIEW IF YOU HAVE
 NOT SUBMITTED TO JOSE DEL RIO, STORM
 WATER ENGINEER AT 1000 45TH STREET WEST
 PALM BEACH, FL 33407.PLEASE SEE
 ATTACHED
 2. ANY WORK WITHIN PUBLIC R.O.W REQUIRES
 A SEPARATE PERMIT THROUGH OFFICE OF CITY
 ENGINEER AT 1000 45TH STREET WEST PALM
 BEACH FL 33407.
 3. ANY NEW CONNECTION TO CITY UTILITY
 SERVICES REQUIRES A SEPARATE PERMIT
 THROUGH PUBLIC UTILITIES ENGINEERING
 SERVICES DEPARTMENT AT 1000 45TH STREET
 WEST PALM BEACH, FL 33407.
 4. PLEASE CLEARLY SHOW THE APPROACH
 DRIVEWAY TO THE FACILITY, ALSO SHOW TYPE
 , SIZE, SIDEWALK CURB / GUTTER, ETC.
 SEE ATTACHED
 5. PLEASE SHOW UNDERGROUND UTILITY WORKS
 6. SHOW LOCATION OF BACKFLOW PREVENTERS
 AND LOCATION OF CONNECTION TO CITY
 SERVICES.
 7. PROVIDE POLLUTION PREVENTION PLANS,
 PALNS SHOULD BE INSTALLED IN FIELD PRIOR
 TO ANY CONSTRUCTION WORK.IT SHOULD BE
 KEPT ON CONSTROCTION SITE DURING THE
 CONSTRUCTION.
 8. A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN THE SANITARY SEWER LATERAL, ON
 PROPERTY, AT THE BACK OF THE SIDEWALK IF
 NOT ALREADY INSTALLED.
 9. IS THERE ANY IRRIGATION SYS. BEING
 PLANED? IF SO A SEPARATE BACKFLOW
 PREVENTER SHOULD BE INSTALLED IN THIS
 LINE.
 10. PLEASE SPECIFIED THE THE TYPE OF
 PAVEMENTS, DETAILS, THICKNESS, ETC..
 11. PLEASE PROVIDE PERVIOUS AND IMPERVIO
 US CALCULATION FOR ENTIRE SITE.PLEASE
 NOTE THAT THE TOTAL MUST ADD UP TO 100%
 OF TOTAL SITE AREA.PROVIDE THIS
 INFORMATION ON A 8 1/2 X 11 SHEET,
 SIGNED AND SEALED BY THE DESIGN ENGINEER
 PLEASE INCLUDE PROPERTY CONTROL NUMBER,
 NAME AND ADDRESS.THIS DATA WILL BE
 USED TO COMPUTE NEW STORM WATER CHARGES
 THAT MY APPLY.
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2001-07-31 Cont ID  
Sent By mcarsill Date 2001-07-31 Time 10:24 Rev Time 0.00
Received By mcarsill Date 2001-07-31 Time 10:24 Sent To  
Notes
2001-07-31 00:00:001) OPENING IN CHAIN LINK FENCE THAT
 PROVIDES FOR EXITING MUST BE AT LEAST
 32 INCHES WIDE. THE GATE MUST NEVER
 BE LOCKED TO PREVENT MOVEMENT FROM
 ONE AREA TO ANOTHER.
 2) EXIT DISCHARGE FROM THE WAREHOUSE
 AND TECH AREA MUST BE OBVIOUS AND
 DIRECT ONCE PERSONS HAVE LEFT THROUGH
 THE EXIT DOORS.
 3) FUTURE PROVISIONS FOR FIRE AND
 PARAMEDICAL ACCESS WILL BE REQUIRED FOR
 FUTURE ELECTRIC GATE.
 4) WHAT IS THE SMOKE DETECTOR IN THE
 OFFICE CONNECTED TO?
  
 APPROVED PROVISO:
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-05-14 Cont ID  
Sent By mcarsill Date 2001-05-14 Time 16:01 Rev Time 0.00
Received By mcarsill Date 2001-05-14 Time 16:01 Sent To  
Notes
2001-05-14 00:00:001) PLEASE INDICATE WHAT ACTIVITIES WILL
 OCCUR IN THE COVERED WORK AREA,
 WAREHOUSE, AND TECH AREA.
 2) PLEASE PROVIDE OCCUPANT LOAD
 CALCULATIONS AND A LIFE SAFETY PLAN
 FOR THE NEW BUILDING.
 3) PLEASE EXPLAIN NEW GATES. THESE GATES
 MUST PROVIDE AT LEAST 20 FEET IN CLEAR
 WIDTH FOR FIRE RESCUE ACCESS. WILL THE
 GATES BE MANUAL OR ELECTRICALLY
 OPERATED.
 4) PLEASE EXPLAIN EXITING RATIONALE FOR
 THE NEW BUILDING. IT APPEARS THAT THE
 CHAIN LINK FENCE LIMITS EXITING FROM
 CERTAIN AREAS OF THE BUILDING.
 5) IS THE EXISTING BUILDING AND NEW
 BUILDING GOING TO BE THE SAME TENANT.
 6) OPERABLE WINDOWS ARE TO BE PROVIDED
 SO THE BUILDING WILL NOT BE CLASSIFIED
 AS WINDOWLESS AND BE REQUIRED TO BE FIRE
 SPRINKLER PROTECTED.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910

Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2001-05-24 Cont ID  
Sent By pkrauss Date 2001-05-24 Time 08:43 Rev Time 0.30
Received By pkrauss Date 2001-05-24 Time 08:43 Sent To  
Notes
2001-05-24 00:00:00*******************DENIED***************
  
  
 NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW, PLEASE SUBMIT PLANS WITH
 MECHANICAL PERMIT APPLICATION.
  
  
 IF YOU HAVE ANY QUESTIONS PLEASE
 CONTACT PATTY KRAUSS AT 659-8096 EXT.
 8388.

Review Stop P PLUMBING
Rev No 3 Status P Date 2001-08-22 Cont ID  
Sent By jleech Date 2001-08-22 Time 16:43 Rev Time 0.75
Received By jleech Date 2001-08-22 Time 16:43 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status F Date 2001-07-29 Cont ID  
Sent By jleech Date 2001-07-29 Time 08:05 Rev Time 1.00
Received By jleech Date 2001-07-29 Time 08:05 Sent To  
Notes
2001-07-29 00:00:00DENIED;
  
 1.BOTTLED WATER DISPENSOR IS NOT A
 PLUMBING FIXTURE. SEE SPC CHAPTER 2
 DEFINITIONS, PLUMBING FIXTURE. SEE
 TABLE 407 MISCELLANEOUS FIXTURES. NOTE
 AT BOTTOM OF PLUMBING FIXTURE SCHEDULE
 DOES ALTER MINIMUM FIXTURE REQUIREMENT
 DRINKING FOUNTAIN TO COMPLY WITH FACBC
 SEC. 4.1.3(10) AND 4.15.
 2.SHOW LOCATION AND ACCESSIBILITY OF
 EXISTING BATHROOMS.
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT. 8369

Review Stop P PLUMBING
Rev No 1 Status F Date 2001-05-11 Cont ID  
Sent By jleech Date 2001-05-11 Time 11:04 Rev Time 1.50
Received By jleech Date 2001-05-11 Time 11:04 Sent To  
Notes
2001-05-11 00:00:00DENIED;
  
 1.SHOW BUILDING OCCUPANCY,(COVERED WORK
 AREA AND TECH AREA) LIGHT OR HEAVY
 MANUFACTURING. SHOW OCCUPANT CONTENT
 PER SHIFT TO DETERMINE MINIMUM
 PLUMBING FACILITYS REQUIRED. USE TABLE
 407 OF THE 94 SPC.
  
 2.DRINKING FOUNTAIN IS REQUIRED PER SPC
 TABLE 407.
  
 3.PAGE A-3 (INTERIOR ELEVATIONS) USE
 THE 97 FACBC FORMESSUREMENTS.
  
 4.WHERE DOES RAIN WATER FROM ROOF AND
 PARKING LOT DRAIN?
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT.8369

Review Stop Z ZONING
Rev No 1 Status P Date 2001-05-10 Cont ID  
Sent By sgraham Date 2001-05-10 Time 12:53 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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