Plan Review Details - Permit 09080177
Plan Review Stops For Permit 09080177
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-08-10 Cont ID  
Sent By jgomez Date 2009-08-10 Time 11:16 Rev Time 0.00
Received By jgomez Date 2009-08-10 Time 11:16 Sent To PC
Notes
2009-08-10 11:17:40BUILDING REVIEW APPROVED WITH PROVISO:
  
 1- PROVIDE PULL OUT TEST REPORT WITH MINIMUM 10 TESTS
 AS REQUIRED BY TAS 105 SEC. 8.1.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-08-10 Cont ID  
Sent By jgomez Date 2009-08-10 Time 09:31 Rev Time 0.00
Received By jgomez Date 2009-08-10 Time 09:31 Sent To  
Notes
2009-08-10 09:51:22RE-ROOF, BUILDING REVIEW CHECKLIST.
 2007 FBC WITH 2009 REVISIONS.
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT. SEC. 713.13
 FLORIDA STATUTE.
  
 2- WITHDRAWAL TESTING REPORT SUBMITTED DOESN'T COMPLY
 WITH THE REQUIREMENTS OF TAS 105. MINIMUM NUMBER OF
 TESTS NEED TO COMPLY WITH SEC. 8 OF TAS 105-98. THERE
 WERE ONLY 6 TESTS PERFORMED. MINIMUM NUMBER OF TESTS
 NEED TO COMPLY WITH SEC. 8 OF TAS 105.
  
 3- CLARIFY WHY ARE THERE TWO DIFFERENT ENGINEERS, TWO
 DIFFERENT RAS 117 CALCULATIONS AND TWO DIFFERENT
 PRODUCT APPROVALS SUBMITTED.
  
 4- ENGINEER (R.N. SAILAPPAN) IS REFERRING TO NOA
 07-0228.07 AND APPROVED ASSEMBLY ON SHEET 23 OF 28.
 THIS NOA WAS NOT SUBMITTED. CLARIFY WHICH PRODUCT
 APPROVAL AND APPROVED ASSEMBLY IS GOING TO BE
 INSTALLED.
  
 5- CLARIFY WHY ARE THERE TWO DIFFERENT PRODUCT APPROVAL
 SUBMITTED. ONE IS FOR CONCRETE DECKS AND THE OTHER ONE
 IS FOR LIGHTWEIGHT CONCRETE DECKS. PLEASE COORDINATE
 ALL PRODUCT APPROVALS AND RAS 117 CALCULATIONS.
 NOTE: ASSEMBLY ON SHEET 7 OF NOA 06-0626.03 IS GOOD FOR
 A MAXIMUM DESIGN PRESSURE OF -305PSF. USING THIS
 ASSEMBLY DOESN'T REQUIRE ADDITIONAL RAS 117
 CALCULATIONS.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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