Plan Review Details - Permit 06030125
Plan Review Stops For Permit 06030125
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2006-03-13 Cont ID  
Sent By jgomez Date 2006-03-13 Time 14:19 Rev Time 0.40
Received By jgomez Date 2006-03-13 Time 14:19 Sent To  
Notes
2006-03-13 00:00:00CSM ENGINEERS CALCULATIONS WITH ORIGINAL
 SEAL AND SIGNATURE SUBMITTED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-03-09 Cont ID  
Sent By jgomez Date 2006-03-09 Time 14:28 Rev Time 1.00
Received By jgomez Date 2006-03-09 Time 14:22 Sent To  
Notes
2006-03-09 00:00:00BUILDING REVIEW PROVISO:
  
 1- PROVIDE 2 COPIES OF ENGINEERING
 COMPLETE PACKAGE WITH ORIGINAL SIGNED
 AND SEALED CALCULATIONS. AS REQUIRED BY
 CHAPTER 471 FLORIDA STATUTES. PERMIT
 ISSUED BASED ON FAXED DOCUMENTATION, BUT
 NEED ORIGINAL HARD COPIES.
  
 2- DURO-LAST ROOFING CALCULATIONS TO
 HAVE ENGINEER'S ORIGINAL SEAL AND
 SIGNATURE AS WELL. ALSO, PROVIDE
 COMPLETE ENGINEER INFORMATION AS
 REQUIRED BY CHAPTER 471 FLORIDA
 STATUTES.
  
 ***NOTE:
 PROVIDE ALL REQUESTED INFORMATION PRIOR
 TO FIRST INSPECTION TO AVOID ANY DELAYS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-03-09 Cont ID  
Sent By jgomez Date 2006-03-09 Time 10:22 Rev Time 2.50
Received By jgomez Date 2006-03-09 Time 10:22 Sent To  
Notes
2006-03-09 00:00:00BUILDING REVIEW 4TH CHECKLIST:
 1- ENGINEER CALCULATIONS REFER TO RAS
 137. DADE COUNTY NOA #03-0108.01
 LIMITATION #7 SPECIFIES THAT
 CALCULATIONS NEED TO BE DONE PER RAS
 117. NEED TO FOLLOW DADE COUNTY NOA
 SPECIFICATIONS AND USE RAS 117.
  
 2- RAS 117 SECTION 8.1 SAYS "THE MINIMUM
 FASTENER SEPARATION SHALL NOT BE LESS
 THAN 4 IN. O.C." SEE ATTACHED COPY.
 ENGINEER'S FASTENER SPACING FOR ZONE 3
 CALLS FOR FASTENERS AT 3.5" O.C.
 THEREFORE, IT'S NOT ALLOWED. REVISE AS
 REQUIRED.
  
 ***NOTE: ENGINEER'S CALCULATIONS ARE
 BASED ON ASCE 7-02 EXPOSURE C. THIS
 PROPERTY IS LOCATED IN EXPOSURE B.
 ENGINEER MAY REDUCE HIS CALCULATIONS BY
 USING THE ACTUAL BUILDING EXPOSURE.
 THEREFORE, FASTENER SPACING MAY COMPLY
 WITH RAS 117.
  
 3- A) SHEET 5 OF 6 OF ENGINEER'S
 CALCULATIONS REFER TO A PULL OUT TEST
 PERFORMED BY DURO-LAST REPRESENTATIVE.
 DURO-LAST PAPER SUBMITTED IS NOT A TEST
 REPORT BUT A WIND UPLIFT PRESSURE
 CALCULATIONS FOR ROOFS.
 B) DURO-LAST CALCULATIONS TO BE
 SIGNED AND SEALED (ORIGINALS AND
 COMPLETE ENGINEER INFORMATION) AS
 REQUIRED BY CHAPTER 471 FLORIDA STATUTES
 AND THE FLORIDA ADMINISTRATIVE CODE.
  
 3- ENGINEER TO CLEARLY IDENTIFY DADE
 COUNTY NOA NUMBER FOR WHICH CALCULATIONS
 ARE DONE TO AVOID CONFUSSION SINCE THERE
 ARE A COUPLE OF NOA'S SUBMITTED AND BOTH
 ARE FOR DIFFERENT APPLICATION.
  
 3- WIND UPLIFT PRESSURE CALCULATIONS FOR
 ROOFS DONE BY DURO-LAST ROOFING ARE DONE
 BASED ON MIAMI DADE COUNTY NOA
 #02-1219.01 WHICH IS FOR NEW
 CONSTRUCTION APPLICATION. ACCORDING TO
 CONTRACTOR, THIS IS A ROOF RECOVER
 APLICATION. THEREFORE, THERE ARE TWO
 DIFFERENT APPLICATIONS. PROVIDE ONLY
 INFORMATION THAT PERTAINS TO THE
 SPECIFIC PROPOSED INSTALLATION.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-03-08 Cont ID  
Sent By jgomez Date 2006-03-08 Time 13:47 Rev Time 0.33
Received By jgomez Date 2006-03-08 Time 13:07 Sent To Z
Notes
2006-03-08 00:00:00BUILDING REVIEW 3RD CHECKLIST:
 1- ENGINEER CALCULATIONS ON SHEET #6 OF
 6 SHOWS ATTACHMENTS FOR ZONE 1 AND ZONE
 3 TO BE THE SAME. ON THE OTHER HAND,
 ZONE 2 SAYS THAT FASTENING IS GOOD TO A
 MAXIMUM DESIGN PRESSURE OF -105PSF.
 CLARIFY WHAT ARE THE MAXIMUM DESIGN
 PRESSURES SUPOSSED TO BE RESISTED AT
 ZONE 3.IF -105PSF IS THE MAXIMUM
 DESIGN PRESSURE THAT THE ROOFING
 MATERIAL CAN RESIST, THEN THIS PRODUCT
 DOESN'T WORK FOR THE PROPOSED
 INSTALLATION.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER.
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-03-07 Cont ID  
Sent By jgomez Date 2006-03-07 Time 10:36 Rev Time 0.40
Received By jgomez Date 2006-03-07 Time 10:36 Sent To  
Notes
2006-03-07 00:00:00BUILDING REVIEW CHECKLIST:
 1- ENGINEERING CALCULATIONS COMMENTS:
 A) PAGE 6 OF 6 OF ENGINEERING CALCS
 SPECIFIES THE SAME NUMBER AND TYPE OF
 FASTENERS AS SHOWN ON PAGE 6 OF 9 OF
 DADE COUNTY NOA #02-1219.01 FOR
 INSULATED SYSTEM IN WOOD DECK. ACCORDING
 TO THE NOA THIS FASTENING IS DESIGNED
 FOR A MAX. DESIGN PRESSURE OF -60PSF.
  
 ENGINEER TO REVIEW PRODUCT APPROVAL AND
 SEE GENERAL LIMITATION #7 TO PROVIDE THE
 CORRECT CALCULATIONS REQUIRED TO ENHANCE
 THE UPLIFT CAPACITY OF THE ROOF SYSTEM.
  
 B) THERE IS A DADE COUNTY NOA AND AN
 ENGINEER'S REPORT SUBMITTED FOR THIS
 TYPE OF ROOF. NEED TO PROVIDE ONLY THE
 INFORMATION THAT WAS SUBMITTED TO OBTAIN
 THE FLORIDA PRODUCT APPROVAL FL1559-R3.
 GO TOWEBSITE WWW.FLORIDABUILDING.ORG
 TO DOWNLOAD THE SAME INFORMATION THAT
 WAS SUBMITTED FOR FLORIDA PRODUCT
 APPROVAL. DON'T MIS MATCH DADE COUNTY
 NOA'S AND ENGINEER'S REPORTS.
  
 C) REVISE ENGINEERING CALCULATIONS.
 INFORMATION SUBMITTED IS NOT RELEVANT TO
 THE ROOFING CALCS REQUIRED FOR THE
 ENHANCING OF THE ROOF SYSTEM AND IS ALSO
 INCORRECT:
 1) THIS IS NOT RESIDENTIAL GROUP.
 2) WHAT'S THE TYPE OF CONSTRUCTION?
 3) LIVE LOADS FOR OTHER THAN ROOF IS
 IRRELEVANT.
 4) WIND LOADS ARE BASED ON ASCE 7-02,
 NOT ASCE 7-98. SEE FBC 2004.
 5) TOPOGRAPHIC FACTOR INFORMATION IS
 INCORRECT.
 6- FBC 2004. REVISE ORIGINAL SHEET.
 DON'T CROSS OUT BY HAND FBC 2001.
  
 D) ENGINEER TO SIGN, SEAL AND DATE
 EVERY SHEET AS REQUIRED BY CHAPTER 471
 FLORIDA STATUTES AND FLORIDA
 ADMINISTRATIVE CODE.
  
 2- WIND UPLIFT PRESSURE CALCULATIONS FOR
 ROOFS NEED TO HAVE ENGINEER'S ORIGINAL
 SEAL, SIGNATURE AND DATE. ALSO, ENGINEER
 TO PROVIDE ALL HIS INFORMATION AS
 REQUIRED BY CHAPTER 471 FLORIDA STATUTES
  
 3- CLEARLY IDENTIFY SPECIFIC ASSEMBLY TO
 BE INSTALLED. INSULATED OR NON-INSULATED
 SYSTEM.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B1 BUILDING (STRUCTURAL)
Rev No 1 Status N Date 2006-03-09 Cont ID  
Sent By jgomez Date 2006-03-03 Time 15:35 Rev Time 0.00
Received By spalmer Date 2006-03-09 Time 15:25 Sent To  
Notes
2006-03-09 00:00:00OKAY TO PUT AN "N" PER LUIS MARTINEZ
2006-03-03 00:00:00BUILDING REVIEW CHECKLIST:
 1- CITY POLICY REQUIRES PRE-INSPECTION
 FOR ROOF OVER PERMITS TO VERIFY
 COMPLIANCE WITH SEC. 1510 FBC 2004.
 APPLICATION WAS SENT TO THE CHIEF
 BUILDING INSPECTOR FOR PRE-INSPECTION.
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT.
  
 2- CALCULATIONS SUBMITTED:
 A) CALCULATIONS TO BE DONE BY
 QUALIFIED PROFESSIONAL AND THEY MUST BE
 SIGNED AND SEALED AS REQUIRED BY CHAPTER
 471 OR 481 FLORIDA STATUTES.
  
 B) CONTRACTOR INFORMATION ON
 CALCULATIONS SUBMITTED IS DIFFERENT THAN
 CONTRACTOR INFORMATION SUBMITTED FOR
 PERMIT. REVISE AS REQUIRED.
  
 C) CALCULATIONS TO BE SPECIFIC WITH
 ASCE 7 EDITION USED. SEE FBC 2004 FOR
 PROPER EDITION TO BE USED.
  
 3- FROM DADE COUNTY NOA PROVIDED SPECIFY
 APPROVED ASSEMBLY THAT IS GOING TO BE
 INSTALLED. SEE CITY POLICY FOR
 RE-ROOFING PERMITS. SEE ATTACHED COPY.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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