Plan Review Notes
Plan Review Notes For Permit 08090160
Permit Number 08090160
Review Stop B
Sequence Number 1
Notes
Date Text
2008-09-25 17:05:21ADDITION BUILDING REVIEW CHECKLIST.
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY
 SEC. 713.13 FLORIDA STATUTE.
 ***NOTE: THIS MAY BE PROVIDED LATER AT TIME OF PERMIT
 PICK UP.
  
 2- FLAT ROOF PRODUCT APPROVAL: SELECTED ASSEMBLY ON
 PAGE 17 AND 18 OF NOA 06-0626.04 SUBMITTED IS LIMITED
 BY GENERAL LIMITATION #9 AND IS GOOD ONLY FOR -45PSF
 MAXIMUM DESIGN PRESSURE. ACCORDING TO GENERAL
 LIMITATION #9 (SEE LAST PAGE OF NOA) NAIL ENHANCING FOR
 PERIMETER AND CORNER AREAS IS NOT ALLOWED. NEED TO
 SELECT ANOTHER APPROVED ASSEMBLY THAT ALLOWS NAIL
 ENHANCING AT PERIMETER AND CORNER AREAS TO MEET THE
 UPLIFT LOADS REQUIRED BY TABLE 1609.6.2.1(2) OF 2004
 FBC. TYPICALLY APPROVED ASSEMBLIES THAT ARE LIMITED BY
 GENERAL LIMITATION #7 ALLOWS NAIL ENHANCING BY
 PROVIDING RAS 117 CALCULATIONS. SEE GENERAL LIMITATION
 #7 ON SHEET 24 OF NOA SUBMITTED.
 NOTE: RAS 117 CALCULATIONS NEED TO BE SIGNED ADN SEALED
 BY ANY OF THE PROFESSIONALS LISTED ON GENERAL
 LIMITATION #7.
  
 3- DIMENSIONS SHOWN ON ARCHITECTURAL PLANS DON'T MATCH
 DIMENSIONS SHOWN ON SURVEY. ALSO, SURVEY DOESN'T SHOW
 ANY EXISTING STAIRS AT REAR OF BUILDING. REVISE/CLARIFY
 AS NECESSARY TO MATCH.
  
 4- PERMIT VALUATION DECLARED IN THE PERMIT APPLICATION
 IS TOO LOW. NEED TO UPDATE VALUATION TO INCLUDE ALL
 DESIGNER FEES AND CONTRACTOR'S FEES AS REQUIRED BY SEC.
 108.3 OF 2004 FLORIDA RESIDENTIAL CODE.
  
 5- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 FOR: ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED
 ON PLANS AND DETAILS.
 ***NOTE: PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL
 COVER PAGE AND PAGE SHOWING THE SELECTED CONNECTOR
 ONLY.
  
 6- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004.
  
 7- PLANS NEED TO SPECIFY ROOF SLOPE TO VERIFY
 COMPLIANCE WITH SEC. 1507.11.1 OF 2004 FBC.
  
 8- SPECIFY HOW LONG ARE THE ANCHOR BOLTS USED TO FASTEN
 THE STEEL COLUMNS BOTTOM PLATE. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004 TO VERIFY COMPLIANCE WITH THE
 UPLIFT LOADS OF SEC. 1609 OF 2004 FBC.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561) 805-6712


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