Plan Review Details - Permit 01070198
Plan Review Stops For Permit 01070198
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2001-12-17 Cont ID  
Sent By hpiskura Date 2001-12-17 Time 13:36 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-12-17 00:00:00FOUNDATION ONLY

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-10-24 Cont ID  
Sent By hpiskura Date 2001-10-24 Time 16:49 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-10-24 00:00:00THE LOCATION OF THE TWO STAIR SHAFTS
 DOES NOT MEET THE DISTANCE SEPARATION
 REQUIREMENTS OF SBC 1004.1.1 AS SHOWN
 ON SHEETS A2.03 AND A 2.06.PLEASE
 REVISE AS NECESSARY.
  
 SINCE THE STAIR SHAFTS ARE SHEAR WALLS
 AND THEIR RELOCATION WILL EFFECT THE
 STEEL PLACEMENT OF THE FOUNDATION PAD,
 THIS ISSUE MUST BE RESOLVED BEFORE A
 FOUNDATION PERMIT CAN BE ISSUED.
  
 A THRESHOLD INSPECTOR IS REQUIRED AND
 IMPACT FEES MUST BE PAID TO THE COUNTY
 AS CITED IN THE EARLIER CHECKLIST(S) AND
 DEMONSTRATION OF COMPLIANCE WITH SBC
 1803.2.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-10-04 Cont ID  
Sent By hpiskura Date 2001-10-04 Time 13:07 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-10-04 00:00:00PLEASE PROVIDE A RECENT PROPERTY SURVEY.
  
 THE CRAVEN THOMPSON CIVIL PLANS TITLE
 SHEET CALLS OUT AN ADDRESS OF 915 S
 DIXIE HWY.WHY?
  
 THE PLANS ARE MOSTLY INCOMPLETE AND A
 CLOSE AND CRITICAL PLAN REVIEW FOR CODE
 COMPLIANCE IS NOT POSSIBLE. IS THE
 DESIGN OF THIS BUILDING COMPLETED YET?
  
  
 PROVIDE ADDITIONAL INFORMATION ON THE
 WATERPROOFING METHODS. SEE SBC 1814.2
 WHAT IS A "MUD BED" ?
  
 THE LOBBY LEVEL IS SHOWN AT 11.0' NGVD
 AND THE 1ST PARKING LEVEL AT 13'-10".
 PLEASE CLARIFY THE DESIGN INTENT.
 ALSO REVIEW THE HC CODE FOR PARKING
 GARAGE CLEAR HEIGHT.
  
 DIMENSIONS TO LOCATE THE COLUMNS ON
 SHEET S-01, OR OTHERS, ARE NOT READILY
 DISCERNIBLE.
  
 IS THERE MORE DESCRIPTIVE DETAIL
 AVAILABLE FOR THE STRUCTURAL COMPONENTS
 SHOWN ASW-1, W-1A AND W-2?
  
 SHEET S-01 GRID LINE 4 SHOWS THE 15 DEG
 ANGLE COMMENCING AT AN INDETERMINATE
 POINT.
  
 THE RWDI TEST REPORT REFERENCES ASCE
 7-93.SBC 97 INVOKES ASCE 7-95.
  
 WHAT RECOGNIZED ACCREDITATIONS DOES THE
 WIND TUNNEL TESTING FACILITY HAVE?
  
 THE THRESHOLD INSPECTION PLAN REFERENCES
 THE SOUTH FLORIDA BUILDING CODE ON PAGE
 3.PLEASE CHANGE OR REVISE TO INCLUDE
 THE 1997 STANDARD BUILDING CODE, SBCCI.
  
 PLEASE DEMONSTRATE COMPLIANCE WITH SBC
 1803.2 FOR THE ADJOINING PROPERTY
  
 SKETCHES IN THE RWDI REPORT INDICATE
 THERE MAY BE TABLE 600 CONFLICTS WITH
 THE WALL OPENINGS, AND THE STAIR
 LOCATIONS MAY NOT MEET THE 1/2 DIAGONAL
 DISTANCE REQUIREMENT OF SBC 1004.1.4.
  
 ON THRESHOLD BUILDINGS, 3 SETS OF PLANS
 AND INFORMATION ARE REQUIRED.
  
 GIVEN THE 100% LOT COVERAGE, HAS THE
 MOBILIZATION AND LOCATION OF MATERIALS
 AND EQUIPMENT BEEN ADDRESSED?CONTACT
 THE CITY ENGINEER AT 659-8040 FOR USE
 OF PUBLIC RIGHT OF WAY INCLUDING THE
 PLACEMENT OF THE OIL INTERCEPTOR SHOWN
 ON SHEET P-1.
  
 HOW WILL ELECTRICAL POWER BE DELIVERED
 TO THE SUMP PUMPS SHOWN ON SHEET P-1
  
 WHERE IS THE PERMIT APPLICATION, AND ITS
 ATTENDANT PLANS, FOR THE BUILDING
 PROPER?SEE SBC 104.4.3.
  
 BEFORE ANY PERMITS TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, THE PERMIT PLANS STAMPED
 BYTHAT OFFICE AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT
 APPLICTION.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-07-31 Cont ID  
Sent By hpiskura Date 2001-07-31 Time 10:25 Rev Time 0.00
Received By hpiskura Date 2001-07-30 Time 13:36 Sent To  
Notes
2001-07-31 00:00:00A SITE PLAN IS NECESSARY TO LOCATE THE
 BUILDING ON THE PROPERTY.
  
 THE 14" DIA. AUGERCAST PILE DEPTHS WILL
 EXCEED 30 TIMES THEIR DIAMETER AND MUST
 BE INSTALLED UNDER THE DIRECT
 SUPERVISION OF AN ENGINEER.PLEASE
 PROVIDE AFFIRMATION OF THIS.SEE SBC
 1809.2.2.
  
 SHEET S16 "SPECIALTY ENGINEERING NOTES"
 CITES THE SFBC AS DOES S17 UNDER
 STRUCTURAL LOADING.PROVIDE
 AFFIRMATION THAT THE DESIGN WILL COMPLY
 WITH SBCCI, 1997 AND ASCE 7-95.PLEASE
 PROVIDE A COPY OF THE WIND TUNNEL
 TESTING AND THE SOIL INVESTIGATION
 RECOMMENDATIONS.
  
 PROVIDE A THRESHOLD INSPECTION PLAN AND
 CONTACT DON NEELY ASSISTANT BUILDING
 OFFICIAL TO COORDINATE THE THRESHOLD
 INSPECTOR.561-659-8096 X 8333.
  
 PLEASE PROVIDE A DETAIL OR WRITTEN
 NARRATIVE ON THE METHOD OF INSTALLING
 THE AUGER CAST THROUGH THE 5' THICK
 FOUNDATION MAT AS SHOWN IN SECTION 5/S2.
  
 SHEET S17 THE LIVE LOADS ARE NOT CLEAR,
 (TYPO)THE PLYWOOD ROOF SHEATHING SHOWN
 IS NOT ALLOWED IN TYPE I OR II
 CONSTRUCTION.SEE SBC 603 & 604.
  
 SHOW THE DESIGN FOUNDATION CAPACITY AND
 HOW IT WAS DETERMINED.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, THE PERMIT PLANS STAMPED
 BY THEM AND A COPY OF THE RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 CALL 561-233-5025 FOR MORE INFORMATION.

Review Stop E ELECTRICAL
Rev No 2 Status N Date 2001-10-01 Cont ID  
Sent By dpalmer Date 2001-10-01 Time 19:37 Rev Time 0.00
Received By dpalmer Date 2001-10-01 Time 19:37 Sent To  
Notes
2001-10-01 00:00:00********* NOTE******
  
 1)NOTE: PLEASE NOTE THAT AS PER LETTER
 FROM CONTRACTOR, THEIR WILL BE NO
 ELECTRICAL INSTALLED DURING FOUNDATION
 STAGE.
  
 DV PALMER

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-07-30 Cont ID  
Sent By dpalmer Date 2001-07-30 Time 20:03 Rev Time 0.00
Received By dpalmer Date 2001-07-30 Time 20:03 Sent To  
Notes
2001-07-30 00:00:00**************** UNSAT ****************
  
 1)NOTE: PLEASE NOTE THATNOTHING WAS
 SUBMITTED FOR REVIEW FOR ELECTRICAL
 IN FOUNDATION??
 PERMIT APPLICATION IS FOR FOUNDATION
 PERMIT?
  
 PLEASE SUBMIT PLANS FOR REVIEW, IF THERE
 ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELELCTRICAL PLAN REVIEW
 561-659-8096 EXT 8372

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2001-09-26 Cont ID  
Sent By mamini Date 2001-09-26 Time 13:58 Rev Time 3.00
Received By mamini Date 2001-09-26 Time 13:58 Sent To  
Notes
2001-09-26 00:00:00PASSED WITH PROVISOS :
 1. PLEASE SUBMIT 2 COPIES OF CIVIL PLANS
 TO PUBLIC UTILITIES ENGINEERING FOR
 APPROVAL OF TIE-INS, TYPE, MATIREALS AND
 LOCATION OF BACKFLOW PREVENTERS, ATT:
 MANNY GONZALEZ,659-8040
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-07-06 Cont ID  
Sent By mamini Date 2001-07-06 Time 14:52 Rev Time 3.00
Received By mamini Date 2001-07-06 Time 14:52 Sent To  
Notes
2001-07-06 00:00:00FALIED:
 1. INSUFFICENT INFORMATION FOR CIVIL
 ENGINEERING REVIEW, PLEASE SUBMIT CIVIL
 PLANS SO WE CAN REVIEW THE UNDERGROUND
 UTILITY WORKS.
 2. PLEASE PROVIDE STORM WATER
 CALCULATION FOR OUR REVIEW AND APPROVAL.
 3. PLEASE PROVIDE POLLUTION PREVENTION
 PLANS FOR ENTIRE SITE.POLLUTION
 PREVENTION PLANS SHOULD BE INSTALLED IN
 THE FIELD PRIOR TO ANY EARTH WORKS.
 4. ANY WORK WITHIN PUBLIC R.O.W WILL
 REQUIRE A SEPARATE PERMIT THROUGH
 OFFICE OF CITY ENGINEER, 659-8040
 5. CITY STANDARDS AND DETAILS MAY BE
 OBTAINED FROM PUBLIC UTILITIES ENGINEER-
 ING SERVICES DEPARTMENT, 659-8040
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status N Date 2001-12-18 Cont ID  
Sent By mcarsill Date 2001-12-18 Time 11:16 Rev Time 0.00
Received By mcarsill Date 2001-12-18 Time 11:16 Sent To  
Notes
2001-12-18 00:00:00FOUNDATION ONLY.

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2001-09-24 Cont ID  
Sent By mcarsill Date 2001-09-24 Time 12:58 Rev Time 0.00
Received By mcarsill Date 2001-09-24 Time 12:58 Sent To  
Notes
2001-09-24 00:00:001) ELECTRONIC SWITCHES WILL BE REQUIRED
 ON THE O.S.& Y VALVES.
 2) SINCE THE BUILDING IS A HIGH-RISE
 BUILDING, TWO FIRE DEPARTMENT
 CONNECTIONS WILL BE REQUIRED. NO FIRE
 HYDRANTS SHOWN ON PLANS. ACCORDING TO
 EVAN ROSENBLATT OF SUFFOLK, FIRE
 HYDRANTS ARE LOCATED ON THE NORTH
 SIDE OF THE BUILING. HE WAS ADVISED THAT
 THE FDC'S ARE TO BE WITHIN 150 FEET OF
 FIRE HYDRANTS.
 ACCORDING TO MR. ROSENBLATT, NO GAS
 SERVICE WILL BE PROVIDED.
 3) PLEASE BE ADVISED THAT 50 PERCENT
 OF THE EXITS ARE REQUIRED TO DISCHARGE
 DIRECTLY TO THE EXTERIOR EXCLUSIVE OF
 HORIZONTAL EXITS.
 4) A TEMPORARY STANDPIPE WILL BE
 REQUIRED FOR THE BUILDING WHEN IS IS
 UNDER CONSTRUCTION.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-07-09 Cont ID  
Sent By mcarsill Date 2001-07-09 Time 12:48 Rev Time 0.00
Received By mcarsill Date 2001-07-09 Time 12:47 Sent To  
Notes
2001-07-09 00:00:001) NO UNDEGROUND UTILITIES SHOWN
 ON DRAWINGS. ARE GAS, ELECTRIC, WATER,
 SEWER, OR FIRE PROTECTION LINES PRESENT.
 2) NO FIRE HYDRANTS SHOWN ON THE
 DRAWINGS.
 3) WHERE ARE FUTURE CONNECTIONS TO
 THE CITY WATER SUPPLY FOR FIRE
 PROTECTION TO BE MADE.
 4) COULD NOT LOCATE FIRE PUMP OR
 LOCATION OF PROPOSES FIRE PUMP. WHERE
 WILL THE FIRE PROTECTION SERVICE ENTER
 THE BUILDING.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910

Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2001-08-01 Cont ID  
Sent By pkrauss Date 2001-08-01 Time 11:09 Rev Time 0.50
Received By pkrauss Date 2001-08-01 Time 11:09 Sent To  
Notes
2001-08-01 00:00:00*********************DENIED*************
  
  
 INSUFFICIENT INFORMATION FOR MECHANICAL
 REVIEW.PLEASE SUBMIT PLANS WITH
 MECHANICAL PERMIT APPLICATION.
  
  
 NOTE:SHOULD ANY MECHANICAL PIPING BE
 INSTALLED WITH FOUNDATION, PLANS
 AND PERMIT MUST BE APPROVED.
  
 SEE PLUMBING COMMENTS ON THE A/C
 CONDENSATE DRAINS.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096 EXT. 8388.

Review Stop P PLUMBING
Rev No 4 Status P Date 2002-01-10 Cont ID  
Sent By pschmitz Date 2002-01-10 Time 16:26 Rev Time 2.00
Received By pschmitz Date   Time   Sent To  
Notes
2002-01-10 00:00:00PROVISO: FOUNDATION ONLY, PES
2001-12-19 00:00:00PLUMBING PLAN REVIEW, FOUNDATION ONLY
 APPROVED.PES

Review Stop P PLUMBING
Rev No 3 Status P Date 2001-10-26 Cont ID  
Sent By pschmitz Date 2001-10-26 Time 18:34 Rev Time 2.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-10-26 00:00:00PLUMBING PLAN REVIEW, FOUNDATION ONLY.
 APPROVED WITH PREVIOUS NOTES 07-31-01
 SEE SHTS S-01,02,P-1,P-2 AREA OF WORK.
 BUILDING PERMIT 01101288
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS561-659-8096X8233

Review Stop P PLUMBING
Rev No 2 Status F Date 2001-10-05 Cont ID  
Sent By kstevens Date 2001-10-05 Time 10:11 Rev Time 1.00
Received By pschmitz Date 2001-10-05 Time 10:11 Sent To  
Notes
2001-10-05 00:00:00DENIED
  
 UNABLE TO DO PLUMBING PLAN REVIEW WITH-
 OUT ALL INFORMATION REQUESTED. PLEASE
 SUBMIT ALL INFORMATION FOR PLAN REVIEW.
 SEE ATTACHED SHEET.
  
 REVIEW BY KEN STEVENS
 (561) 569-8096 EXT 8377

Review Stop P PLUMBING
Rev No 1 Status F Date 2001-07-31 Cont ID  
Sent By pschmitz Date 2001-07-31 Time 07:28 Rev Time 3.00
Received By pschmitz Date   Time   Sent To  
Notes
2001-08-01 00:00:00PLUMBING PLAN REVIEW FOUNDATION PERMIT
 DENIED.
 (1) INFORMATION NEEDED TO REVIEW PLANS
 FOR A FOUNDATION PERMIT ONLY.
 (A) SHT'S S-01.02,P-1,P-2.
 (A) GARAGE DRAINS: TOTAL LOAD FROM UPPER
 FLOORS, SQUARE FOOTAGE,PIPE SIZES.
 (B)SANITARY SEWER: TOTAL LOAD IN FIXTURE
 UNITS,FROM UPPER FLOORS.WITH PIPE SIZES.
 (C) COMMON A/C CONDENSATE SYSTEM: LOAD
 FROM UPPER FLOORS WITH PIPE SIZES.
 CONNECT TO STORM DRAIN OUTSIDE OF BUILD-
 ING WITH A RELIEF VENT.MCWPC-94/804.4(6)
 (D) OIL SEPERATOR SIZED FOR LOAD ON
 SYSTEM,TO BE APPR BY WPB.ENGINEERING.
 (E) BACKFLOW PREVENTER LOCATION IN BUILD
 ING TO BE APPROVED BY WPB UTILITIES DEPT
 (F) IF ANY OF THE ABOVE COMMENTS ARE NOT
 IN THE FOUNDATION,PLEASE INDICATE WERE
 THEY ARE LOCATED IN THE BUILDING.
 END OF COMMENTS PAUL SCHMITZ
 QUESTIONS561-659-8096X8233

Review Stop Z ZONING
Rev No 2 Status P Date 2001-11-16 Cont ID  
Sent By sgraham Date 2001-11-16 Time 15:53 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status F Date 2001-08-16 Cont ID  
Sent By lmartine Date 2001-08-16 Time 11:25 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
2001-08-16 00:00:00CITY PLANNER,JOE MINICOZZI IS REQUESTING
 THE SITE PLAN ON SURVEY LINES.
  
 L MARTINEZ


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