Plan Review Notes
Plan Review Notes For Permit 09050398
Permit Number 09050398
Review Stop B
Sequence Number 1
Notes
Date Text
2009-05-21 16:28:05RESIDENTIAL (R3) SHUTTERS, BUILDING REVIEW CHECKLIST.
 REVIEW UNDER 2007 FLORIDA RESIDENTIAL CODE WITH 2009
 REVISIONS.
  
 1- REVISE INSTALLATION SCHEDULE ANCHOR SPACING FOR
 OPENINGS 1 AND 2 TO MATCH THE CALCULATED DESIGN
 PRESSURES. CALCULATED DESIGN PRESSURES ARE -57.2.
 THEREFORE ANCHOR SPACING FOR -57 CAN'T BE USED. NEED TO
 USE HIGHER DESIGN PRESSURES ANCHOR SPACING.
  
 2- CLARIFY IF SUBSTRATE TO RECEIVE SHUTTERS IS POURED
 CONCRETE ON TOP AND BOTTOM. TYPICALLY THERE IS A
 PRECAST CONCRETE LINTEL OR POURED CONCRETE BEAM ON TOP,
 BUT WINDOW SILL MAY NOT BE POURED CONCRETE. PROVIDE
 PROOF THAT WINDOW SILL HAS MIN. 3,320 PSI CONCRETE
 STRENGTH AS REQUIRED BY THE PRODUCT APPROVAL OR USE THE
 CONCRETE BLOCK ANCHOR SPACING TO VERIFY COMPLIANCE WITH
 THE PRODUCT APPROVAL AND CALCULATED DESIGN PRESSURES
 REQUIRED BY SEC. R301 OF 2007 FLORIDA RESIDENTIAL CODE.
 REVISE ANCHOR SPACING AS REQUIRED.
  
 3- REVISE LENGTH OF TAPCON. 1-3/4" TAPCON DOESN'T
 PROVIDE THE MIN. REQUIRED EMBEDMENT OF 1-3/4" ON
 CONCRETE INSTALLATIONS.
 NOTE: MINIMUM EMBEDMENT EXCLUDES STUCCO OR ANY OTHER
 FINISH. ALSO, MINIMUM EMBEDMENT REQUIRED FOR CONCRETE
 BLOCK INSTALLATION IS 1-1/4" EXCLUDING STUCCO ALSO.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved