Plan Review Notes
Plan Review Notes For Permit 05091425
Permit Number 05091425
Review Stop B
Sequence Number 162
Notes
Date Text
2007-09-23 13:26:57BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 SUBMITTAL ON 7/20/07 FOR CALCULATIONS, SHOP DRAWINGS,
 AND PRODUCT APPROVALS FOR STOREFRONT
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) AS STATED IN THE PREVIOUS REVIEW OF THESE DOCUMENTS
 ON 6/26/07, THE PRODUCT APPROVALS THAT ARE FOR PRODUCTS
 DIFFERENT FROM THE THOSE THAT HAVE ALREADY BEEN
 REVIEWED/STAMPED FOR THIS PROJECT ARE CONSIDERED
 REVISIONS AND A REVISION FEE IS DUE.THE PACKET WAS
 AGAIN INCORRECTLY SUBMITTED AS A ZERO FEE SUBMITTAL.
 IT IS A REVISION AND THE APPROPRIATE REVISION FEE OF
 $50 PLUS $10 FOR EACH NEW PRODUCT HAS NOW BEEN APPLIED
 ONCE FOR THE ORIGINAL REVISION SUBMITTAL AND AGAIN FOR
 THIS RE-SUBMITTAL OF THE REVISION.THE OUTSTANDING FEE
 IS $200 [CALCULATED AS 2X(50 + 5X10)].
  
 2) FBC* 1606.1THE CONTINENTAL GLASS SYSTEM SERIES
 3000 ALUMINUM WINDOW WALL SYSTEM PRODUCT APPROVAL NOA#
 05-1220.18 STATES THAT THE MAXIMUM NEGATIVE DESIGN
 PRESSURE SHALL NOT EXCEED -110 PSF.HOWEVER, SHEET 5
 OF THE THE SUBMITTED ENGINEERING EXPRESS (FRANK
 BENNARDO, P.E.) SHOP DRAWINGS SHOWS THE A REQUIREMENT
 FOR NEGATIVE PRESSURE OF -130 PSF, AND REFERS TO
 RATIONAL ANALYSIS TO JUSTIFY EXCEEDING THE -110 PSF
 NEGATIVE DESIGN PRESSURE LIMIT OF THE PROPOSED PRODUCT.
 NO RATIONAL ANALYSIS WAS SUBMITTED.SUBMIT ORIGINAL
 SIGNED AND SEALED RATIONAL ANALYSIS CALCULATION
 SHEETS.
 BECAUSE THE REVIEW OF THE SHOP DRAWINGS CANNOT BE
 COMPLETED WITHOUT THE REFERENCE ATIONAL ANALYSIS
 CALCULATIONS, ALL COPIES OF THE STAMPED PRODUCT
 APPROVALS HAVE BEEN RETURNED.NO COPIES HAVE BEEN
 RETAINED, SO THEY WILL ALL NEED TO BE RE-SUBMITTED AS A
 COMPLETE PACKAGE WHEN THE RATIONAL ANALYSIS
 CALCULATIONS AND THE SHOP DRAWINGS ARE SUBMITTED.
 BECAUSE THEY HAVE ALL BEEN REVIEWED ALREADY THEY MAY
 ALL BE BROUGHT IN AS ZERO FEE SUBMITTALS.
  
 3) THE PURPOSE OF THE SUBMITTED "TUBE STEEL
 CALCULATIONS" FROM ENGINEERING EXPRESS (FRANK BENNARDO,
 P.E.) COULD NOT BE DETERMINED.HOWEVER IT IS NOTED
 THAT THESE CALCULATIONS MAKE REPEATED REFERENCE TO A
 WIND PRESSURE OF 49 PSF.ACCORDING TO THE RWDI WIND
 TUNNEL TEST REPORT THERE IS NO LOCATION ON THIS
 BUILDING WITH A WIND PRESSURE AS LOW AS 49 PSF.ALL
 SUBMITTED COPIES OF THESE CALCULATIONS ARE BEING
 RETURNED TO THE CONTRACTOR.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]


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