Plan Review Details - Permit 06050687
Plan Review Stops For Permit 06050687
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2006-06-06 Cont ID  
Sent By shill Date 2006-06-06 Time 16:15 Rev Time 0.00
Received By shill Date 2006-06-06 Time 16:15 Sent To  
Notes
2006-06-06 00:00:00CONTRACTOR REMOVED ENGINEERING;
 ENGINEERING SENT TO FBPE WITH COMPLAINT
 FORM.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-06-06 Cont ID  
Sent By shill Date 2006-06-06 Time 11:15 Rev Time 0.00
Received By shill Date 2006-06-06 Time 11:15 Sent To  
Notes
2006-06-06 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004
 EXISTING BUILDING CODE
 FBC*CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC2004
  
 COMMENTS FROM FIRST REVIEW, NOT
 ADDRESSED; NUMBERING REMAINING THE SAME
 FOR CONSISTENCY
  
 1.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED, FS713.
  
 2ND REVIEW - OVER 90 DAYS WITHOUT
 COMMENCING WORK, 713.13.PLEASE REFILE.
 THIS COMMENT MUST BE ADDRESSED PRIOR TO
 PERMIT PICKUP BUT DOES NOT PREVENT THE
 PERMIT FROM BEING ISSUED.
  
 2.)THE CALCS ARE TO HAVE ALL
 INFORMATION REQUIRED BY FAC61G15-23.002
 ON EACH SHEET.
  
 2ND REVIEW - NOT ADDRESSED.
  
 3.)GOVERNING CODE IS FBC2004 EFFECTIVE
 OCTOBER 1, 2005.
  
 2ND REVIEW - NOT ADDRESSED.PLANS
 DECLARE FBC2001 HIGH VELOCITY.THIS IS
 NOT HIGH VELOCITY ZONE.HVHZ IS NOT
 ALWAYS MORE STRINGENT.PLANS ARE TO
 SHOW CODE COMPLIANCE WITH THE GOVERNING
 CODE.
  
 4.)CORRECT ASCE7 REFERENCE IS 02, NOT
 98, FBC35.
  
 NOT ADDRESSED.STILL STATES ASCE7-98.
  
 5-12.)ADDRESSED.
  
 13.)CLARIFY THE DIFFERENCE BETWEEN THE
 -74 PSF FOR ZONE 3, 500 SF, AND -78 FOR
 300 SF.YOU HAVE USED THE -74 DESIGN
 PRESSURE, BUT WHY IS THERE A MORE
 CONSERVATIVE NUMBER ON ANOTHER SHEET
 WHEN THE INFORMATION IS SPECIFIC TO THIS
 JOB?
  
 2ND REVIEW - NOT ADDRESSED.THERE ARE
 STILL DIFFERENT PRESSURE CONDITIONS ON
 THE COMPUTERIZED ENGINEERING.THE OLD
 ENGINEERING SHOWED A 25' HIGH, 146X44
 BUILDING.THE NEW ENGINEERING SHOWS A
 15' HIGH, 30X12 BUILDING.PROPERTY
 APPRAISER SHOWS SIX UNITS IN THIS
 BUILDING.CLARIFY DISCREPANCY IN
 BUILDING SIZE AS WELL AS THE DIFFERENCE
 IN PRESSURES.
  
 NEW COMMENTS:
  
 14.)CLARIFY WHY YOU HAVE USED 9.3
 INCHES FOR THE ROW SPACING IN THE
 CALCULATIONS.THE EXAMPLE IN THE BOOK,
 SAME CONDITIONS (36" SHEET, 4"LAP, 3
 ROWS) HAS A 10.67IN ROW SPACING.THE
 DIFFERENCE CHANGES THE FASTENING FOR
 ZONE 3 FROM 4.23 TO 3.5 FOR TWO ROWS, OR
 4.7 FOR 3 ROWS.
  
 15.)THE ENGINEERING HAS BEEN SENT TO
 FBPE.
  
 16.)SEE ATTACHED FS553.80(2)(B).
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-05-16 Cont ID  
Sent By shill Date 2006-05-16 Time 16:23 Rev Time 0.00
Received By shill Date 2006-05-16 Time 16:23 Sent To  
Notes
2006-05-16 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004
 EXISTING BUILDING CODE
 FBC*CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC2004
  
 1.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED, FS713.
  
 2.)THE CALCS ARE TO HAVE ALL
 INFORMATION REQUIRED BY FAC61G15-23.002
 ON EACH SHEET.
  
 3.)GOVERNING CODE IS FBC2004 EFFECTIVE
 OCTOBER 1, 2005.
  
 4.)CORRECT ASCE7 REFERENCE IS 02, NOT
 98, FBC35.
  
 5.)FASTENING OF PLYWOOD AT 12", 8",
 AND 6" OC CONFLICTS WITH FBC TABLE
 2304.9.1.
  
 6.)RAS117 10.4.5, ALL FRACTIONS ARE TO
 ROUNDED DOWN TO THE NEXT WHOLE NUMBER.
 YOU HAVE SPECIFIED 8.5 AND 4.6 FOR ZONE
 3 FASTENING.
  
 7.)THE FASTENING PATTERN SHOWN
 GRAPHICALLY ON THE RAS 117 CALCULATIONS
 ARE NOT CORRECT.YOU ARE SHOWING THE
 EQUIVALENT OF ONE ROW, 12"OC. THE SAME
 APPLIES TO FASTENING #2.IF YOU DO NOT
 UNDERSTAND THIS, SEE RAS117 AND THE
 EXAMPLE CALCULATION IN REGARDS TO
 DETERMINING HOW MANY FASTENERS PER
 SQUARE.
  
 8.)THE SPECIFICATION, FASTENING #1,
 FOR ZONE 3 IS NOT CLEAR.IT STATES 8.5"
 AT CORNERS STAGGERED IN TWO ROWS AT
 12"OC.ZONE 3 SHOULD BE TWO ROWS AT 8"
 OC.WHAT IS THE 12"OC?
  
 9.)YOU HAVE PROVIDED A SPECIFICATION,
 FASTENING #1, FOR ZONE 3, BUT NONE FOR
 ZONE 2.ACCORDING TO YOUR DESIGN
 PRESSURES, ENHANCED FASTENING REQUIRED
 FOR ZONE 2.
  
 10.) THE SPECIFICATION, FASTENING #2,
 DOES NOT HAVE A SPECIFICATION FOR ZONE
 2.
  
 11.)THE SIGNATURES APPEAR TO BE A
 PHOTOCOPY.ORIGINAL WET SIGNATURE
 REQUIRED PER FBPE.
  
 12.)INITIALS ARE NOT ACCEPTABLE AS A
 SIGNATURE PER FBPE.
  
 13.)CLARIFY THE DIFFERENCE BETWEEN THE
 -74 PSF FOR ZONE 3, 500 SF, AND -78 FOR
 300 SF.YOU HAVE USED THE -74 DESIGN
 PRESSURE, BUT WHY IS THERE A MORE
 CONSERVATIVE NUMBER ON ANOTHER SHEET
 WHEN THE INFORMATION IS SPECIFIC TO THIS
 JOB?
  
  
  
  


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