Plan Review Details - Permit 06030219
Plan Review Stops For Permit 06030219
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2006-09-25 Cont ID  
Sent By rbrown Date 2006-09-25 Time 18:40 Rev Time 0.00
Received By rbrown Date 2006-09-25 Time 18:40 Sent To  
Notes
2006-09-25 00:00:00SUBMITTAL FOR BELL CHAMBER UPLIFT TEST
 REPORT LETTER DATED 9/5/06 FROM HERNACKI
 ENGINEERING.
  
 UPLIFT TEST FAILED.REPORT STATES ZONE
 3 MEMBRANE TO BE REMOVED AND REPLACED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2006-06-17 Cont ID  
Sent By rbrown Date 2006-06-17 Time 15:34 Rev Time 0.00
Received By rbrown Date 2006-06-17 Time 15:32 Sent To  
Notes
2006-06-17 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 REVISION FOR BELL CHAMBER UPLIFT TEST TO
 JUSTIFY A BASE SHEET FASTENER PATTERN
 DIFFERENT TO THE SUBMITTED PRODUCT
 APPROVAL.
  
 FBC = FLORIDA BUILDING CODE 2004
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC 1609.1WIND LOADS.THE HERNACKI
 ENGINEERING TEST REPORT LETTER DATED
 5/31/06 STATES THAT THE CALCULATED
 UPLIFT PRESSURES, WHICH MUST BE RESISTED
 BY THE ROOF COVERING APPLIED TO THIS
 BUILDING, ARE:
 ZONE 1 (FIELD) UPLIFT= 61.3 PSF
 ZONE 2 (EDGE) UPLIFT = 75.4 PSF
 ZONE 3 (CORNERS) UPLIFT = 75.4 PSF
  
 NO CALCULATIONS HAVE BEEN SUBMITTED TO
 JUSTIFY THOSE PRESSURES AND THEY ARE
 SIGNIFICANTLY LOWER THAN THE PRESSURES
 CALCULATED BY CSM ENGINEERS AND
 SUBMITTED FOR REVIEW AT THE TIME OF
 PERMIT ISSUANCE.SEE COMMENT 2, BELOW.
  
 2) FBC* 106.1WHO IS THE ENGINEER OF
 RECORD FOR THIS PROJECT?THERE ARE NOW
 TWO ENGINEERS STATING DIFFERENT REQUIRED
 UPLIFT PRESSURES FOR THE ROOF.CSM
 ENGINEERS, LLC WERE THE ENGINEERING FIRM
 THAT ORIGINALLY PROVIDED THE PRESSURES
 FOR PERMIT REVIEW.WE WILL CONTINUE TO
 REVIEW ALL SUBMITTED DOCUMENTS ON THE
 BASIS THAT CSM ENGINEERS IS THE ENGINEER
 OF RECORD AND THE ROOF PRESSURE
 CALCULATIONS SUBMITTED BY THAT ENGINEER
 ARE THE DESIGN CRITERIA THAT THE
 PRODUCT/INSTALLATION MUST MEET.
 HERNACKI ENGINEERING CAN REPORT ON THE
 THE UPLIFT RESISTANCE OF THE
 INSTALLATION BASED ON THE RESULTS OF THE
 UPLIFT TESTS BUT ANY
 STATEMENTS/CALCULATIONS THAT THEY HAVE
 FOR THE REQUIRED UPLIFT PRESSURES FOR
 THE BUILDING CANNOT BE CONSIDERED.IF
 THE APPLICANT, WEBSTER CONTRACTING,
 WANTS THIS OFFICE TO REVIEW BASED ON THE
 CALCULATIONS OF HERNACKI ENGINEERING,
 THEY BEING THE PERMIT APPLICANT MUST
 SUBMIT A NOTARIZED LETTER TO THAT
 EFFECT.THE LETTER WOULD HAVE TO STATE
 THAT CSM ENGINEERS ARE NO LONGER THE
 ENGINEER OF RECORD AND THAT
 RESPONSIBILITY NOW GOES TO HERNACKI
 ENGINEERING.
  
 3) FBC 1609.1WIND LOADS.THE HERNACKI
 ENGINEERING TEST REPORT LETTER DATED
 5/31/06 STATES THAT THE UPLIFT TESTS
 SHOW THAT THE INSTALLATION WITHSTANDS
 THE REQUIRED UPLIFT PRESSURES.PLEASE
 NOTE, THAT STATEMENT IS BASED ON
 'REQUIRED' UPLIFT PRESSURES THAT ARE
 SIGNIFICANTLY LOWER THAN THOSE
 CALCULATED BY THE ENGINEER OF RECORD AND
 THOSE THAT CAN BE DETERMINED FROM THE
 SIMPLIFIED METHOD IN FBC 1609.6.SEE
 COMMENT 2, ABOVE.DEVIATION FROM THE
 FASTENER REQUIREMENTS OF THE PRODUCT
 APPROVAL AND ENGINEER OF RECORD
 CALCLUATIONS HAS NOT BEEN JUSTIFIED.
 THE BASE SHEET FASTENING FOR ZONE 1
 SHALL BE IN ACCORDANCE WITH THE
 FIRESTONE PRODUCT APPROVAL NOA#
 05-0830.10 SHEET 33 AND FASTENING FOR
 ZONES 2 AND 3 SHALL BE IN ACCORDANCE
 WITH CSM ENGINEERS CALCULATION SHEET 2.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-05-17 Cont ID  
Sent By amorse Date 2006-05-17 Time 10:39 Rev Time 0.50
Received By amorse Date 2006-05-17 Time 10:39 Sent To PC
Notes
2006-05-17 00:00:00 
  
 **************REVISION***************
  
 DENIED
  
 1) AN ENGINEER PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS SHALL
 INDICATE THEIR NAME AND LICENCE #, AS
 WELL AS THE NAME,ADDRESS AND CERTIFICATE
 OF AUTHORIZATION #ON EACH SHEET PER
 61G15-23.002 (2) FAC
  
 2) PLYWOOD ATTACHMENT DOES NOT MEET THE
 MINIMUM REQUIREMENTS AS SET FORTH IN
 TABLE 2304.9.1 FBC
  
 3) FASTENER SPACING FOR ZONE 1 SHALL NOT
 BE LESS THAN SPECIFIED IN THE NOA. THE
 ENHANCEMENT OF FASTENERS IS ONLY
 REQUIRED FOR ZONE 2 PERIMETER AND ZONE 3
 CORNER
  
 4) RAS117 10.4.5, ALL FRACTIONS ARE TO
 ROUNDED DOWN TO THE NEXT WHOLE NUMBER.
  
 5) THE FASTENING PATTERN SHOWN
 GRAPHICALLY ON THE RAS 117 CALCULATIONS
 ARE NOT CORRECT.IF YOU DO NOT UNDERSTAND
 THIS, SEE RAS117 AND THE EXAMPLE
 CALCULATION IN REGARDS TO DETERMINING
 HOW MANY FASTENERS PER SQUARE.
  
 6) THE SIGNATURES APPEAR TO BE A
 PHOTOCOPY. ORIGINAL WET SIGNATURE
 REQUIRED PER FBPE.
  
 7) INITIALS ARE NOT ACCEPTABLE AS A
 SIGNATURE PER FBPE.
  
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2006-03-08 Cont ID  
Sent By amorse Date 2006-03-08 Time 14:14 Rev Time 0.50
Received By amorse Date 2006-03-08 Time 14:14 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-03-07 Cont ID  
Sent By amorse Date 2006-03-07 Time 13:35 Rev Time 0.50
Received By amorse Date 2006-03-07 Time 13:35 Sent To PC
Notes
2006-03-07 00:00:00 
  
  
 DENIED
  
 1) PERMIT APPLICATION SHALL CONTAIN THE
 FOLLOWING INFORMATION: MEAN ROOF HEIGHT,
 SQ.FT. OF EACH TYPE OF ROOF, PITCH OF
 ANY SLOPED ROOF, DECK TYPE AND IF
 INSULATED OR NON-INSULATED
  
 2) PRODUCT APPROVALS REQUIRE THE FLORIDA
 COVER SHEET AND THE NOA THAT WAS USED IN
 THE APPROVAL OF THE PRODUCT
  
 3) THE MODIFIED PRODUCT THAT WAS CHOSEN
 ALL ARE FOR INSULATED WOOD DECK,
 INSULATION WAS NOT INDICATED ON THE
 APPLICATION PLEASE CLARIFY
  
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-06-05 Cont ID  
Sent By adarroug Date 2006-06-05 Time 14:10 Rev Time 0.00
Received By adarroug Date 2006-06-05 Time 14:10 Sent To B
Notes
2006-06-05 00:00:00TO "AMORSE" DESK/REV
 6/5/06-PLANS TAKEN OUT OF
 REVIEW-CONTRACTOR SUBMITTED WRONG INFO


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