Plan Review Details - Permit 17110870
Plan Review Stops For Permit 17110870
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-01-05 Cont ID  
Sent By shill Date 2018-01-05 Time 11:14 Rev Time 0.00
Received By shill Date 2018-01-05 Time 11:14 Sent To I
Notes
2018-01-05 11:14:37PROVISO - PROVIDE ORIGINAL ENGINEERING
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-12-05 Cont ID  
Sent By shill Date 2017-12-05 Time 07:23 Rev Time 0.00
Received By shill Date 2017-12-05 Time 07:23 Sent To  
Notes
2017-12-05 07:27:03****CORRECTIONS****
 REVISED 1/3/18
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 FROM PREVIOUS LIST:
  
 1. OK
  
 2. THE ASSEMBY SELECTED HAS A DESIGN PRSSURE LIMITATION
 OF -45 WHICH DOES NOT MEET THE REQUIREMENTS FOR ZONES 2
 AND 3 SPECIFIED BY ENGINEER OF RECORD ON PAGE S3,
 PROVIDE ENGINEERING FOR ENHANCED FASTENING (BUT ALSO
 SEE COMMENT #3).
  
 3. BASED ON FBC B 1609 AND ASCE 7-10, DESIGN PRESSURES
 OF -37.9, -63.6 ARE REQUIRED FOR ZONES 2, 3 FOR A
 BUILDING WITH 15MRH (SUBJECT BUILDING HAS 18.5'MRH).
 "NET UPLIFT" DESIGN PRESSURES APPEAR LOW FOR COMPONENTS
 AND CLADDING. SEE ENGINEER'S CALCULATIONS, (OUR PAGE
 200 OF 235), APPEARS TO STATE ZONE 1 -39.50, ZONE 2 AND
 3 -66.28 PSF, WHICH ARE CONSISTENT WITH THE "GROSS
 UPLIFT PRESSURES" SPECIFIED.
  
 THE PURPOSE OF PROVIDING "NET UPLIFT" DESIGN PRESSURES
 IS NOT CLEAR, AND IT DOES NOT APPEAR TO BE APPLICABLE
 FOR COMPONENTS & CLADDING. CONTRACTOR HAS PROPOSED TO
 UTILIZE THE HIGHER "GROSS UPLIFT" DESIGN PRESSURES,
 WHICH APPEAR ADEQUATE AND ARE CONSISTENT WITH THE TABLE
 IN ASCE7-10.
  
 TO ADDRESS - WHEN RESUBMITTING, CONTRACTOR IS TO
 UTILIZE DESIGN PRESSURES OF -39.50 ZONE 1, -66.28 ZONES
 2/3.
  
 NEW COMMENT:
  
 4. PER ZONING INSPECTION, THE CONTRACTOR HAS EXCEEDED
 THE SCOPE OF THE DEMOLITION PORTION OF THE RENOVATION
 PERMIT (17021163). WALLS WHICH WERE TO REMAIN WERE
 REMOVED. CONTRACTOR IS TO SUBMIT A REVISION INCLUDING
 THIS WORK IMMEDIATELY. AN INSPECTION HOLD HAS BEEN
 PLACED ON THE PARCEL. THIS ROOF PERMIT WILL NOT BE
 ISSUED UNTIL THIS HAS BEEN ADDRESSED. APPLICANT MAY
 RESUBMIT, BUT ISSUANCE MAY BE DELAYED UNTIL OTHER ISSUE
 IS RESOLVED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-11-29 Cont ID  
Sent By shill Date 2017-11-29 Time 07:32 Rev Time 0.00
Received By shill Date 2017-11-29 Time 07:32 Sent To I
Notes
2017-11-29 08:01:41****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. THE PRODUCT APPROVAL DID NOT PRINT CORRECTLY; THE
 RIGHT HALF OF THE PRODUCT APPROVAL WAS NOT INCLUDED.
 PLEASE RE-PRINT AND COLLATE TWO NEW PACKAGES.
  
 2. THE ASSEMBY SELECTED HAS A DESIGN PRSSURE LIMITATION
 OF -45 WHICH DOES NOT MEET THE REQUIREMENTS FOR ZONES 2
 AND 3 SPECIFIED BY ENGINEER OF RECORD ON PAGE S3
 (Z1=-29.5, Z2=-56.28, Z3=-56.28), PROVIDE ENGINEERING
 FOR ENHANCED FASTENING (BUT ALSO SEE COMMENT #3).
  
 3. BASED ON FBC B 1609 AND ASCE 7-10, DESIGN PRESSURES
 OF -37.9, -63.6 ARE REQUIRED FOR ZONES 2, 3 FOR A
 BUILDING WITH 15MRH (SUBJECT BUILDING HAS 18.5'MRH).
 DESIGN PRESSURES APPEAR LOW. SEE ENGINEER'S
 CALCULATIONS, (OUR PAGE 200 OF 235), APPEARS TO STATE
 ZONE 1 -39.50, ZONE 2 AND 3 -66.28 PSF.
  
 (ENGINEER'S CALCS - MECAWIND PRO, PROJECT NO 1707,
 DESIGNED BY MM - THIS CAN BE PROVIDED VIA EMAIL TO THE
 ENGINEER UPON REQUEST)
  
 TO ADDRESS - REVISE SHEET S-3 TO MAKE ROOF DESIGN
 PRESSURES CONSISTENT WITH CALCULATIONS, OR HAVE
 ENGINEER SEND EXPLANATION TO ME VIA EMAIL (AM I READING
 THE CALCULATIONS INCORRECTLY?) ALSO PLEASE CHECK ALL
 OTHER DESIGN CRITERIA ON THE PLAN AT THIS TIME AND
 REVISE IF NECESSARY.
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-12-05 Cont ID  
Sent By shill Date 2017-12-05 Time 07:27 Rev Time 0.00
Received By shill Date 2017-11-30 Time 09:55 Sent To  
Notes
2017-12-01 09:56:41RESUB ROUTED TO SHILL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-11-29 Cont ID  
Sent By shill Date 2017-11-29 Time 08:01 Rev Time 0.00
Received By shill Date 2017-11-21 Time 10:50 Sent To  
Notes
2017-11-22 10:50:54SHILL


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