Plan Review Notes
Plan Review Notes For Permit 07011078
Permit Number 07011078
Review Stop B
Sequence Number 2
Notes
Date Text
2007-02-20 18:05:16****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FROM PREVIOUS LIST:
  
 1.)A DETAIL WITH CONNECTION TYPE C3 AND C4 WAS
 CIRCLED.FOR SPAN OF 15FT, 47.2 PSF, ANCHOR SPACING OF
 10INCHES IS NOT COMPLIANT.TO USE "GENERIC" ANCHORING,
 IT MUST BE COMPLIANT FOR WORST CASE.PLEASE ADDRESS.
 CHECK ALL OPENINGS.
  
 I HAD A TELEPHONE CONVERSATION WITH CONTRACTOR
 REGARDING THIS CORRECTION.CONTRACTOR INFORMED ME THAT
 THERE ARE NO OPENINGS OF 15 FEET.THE LARGEST SPAN FOR
 THIS JOB IS 121", 10 FEET.SEE SHEET 7 OF THE PRODUCT
 APPROVAL.A 10' SPAN WOULD BE REQUIRED TO USE THE 15'
 CHART (AS THE NEXT CHART SIZE DOWN IS 9', TOO SMALL FOR
 THE 10' SPAN).FOR A DESIGN PRESSURE OF -47.2, ANCHOR
 SPACING RANGES FROM 4INCHES TO 14 INCHES, AND THE
 10INCH ANCHOR SPACING WHICH YOU SPECIFY IS NOT
 COMPLIANT FOR ALL CONNECTION TYPES.
  
 THE OTHER OPENINGS ARE LESS THAN 9 FEET.FOR -47.2,
 ANCHOR SPACING RANGES FROM 7 INCHES TO 18 INCHRES.THE
 10INCH SPACING IS STILL NOT COMPLIANT FOR ALL
 CONNECTION TYPES.
  
 ONE NUMBER ON THE ANCHOR SPACING CHART WAS CIRCLED, ALL
 POINTS SOLID SET, FOR 6' SPAN 2INCH EDGE DISTANCE.
 ALSO 1/4 ITW TAPCON WAS CIRCLED.IF YOU ARE USING
 MULTIPLE FASTENER TYPES, PLEASE PROVIDE INFORMATION
 SPECIFIC TO EACH OPENING OR SPECIFY ANCHOR SPACING TO
 BE "WORST CASE".
  
 TO DECLARE 10" ANCHOR SPACING, YOU MUST SPECIFY WHICH
 CONNECTION TYPE YOU ARE USING AS NOT ALL OF THEM ARE
 COMPLIANT.GENERIC ANCHORING (SPECIFYING ONE ANCHOR
 SPACING FOR THE ENTIRE JOB) MUST BE DESIGNED TO THE
 WORST CASE AND MUST PROVIDE ALL INFORMATION REQUIRED TO
 DETERMINE CODE COMPLIANCE.
  
  
  
  
  


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