Plan Review Notes
Plan Review Notes For Permit 22081027
Permit Number 22081027
Review Stop B
Sequence Number 1
Notes
Date Text
2022-10-27 16:22:05TARGET REMODEL
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) DRAWING S001 AND THE STRUCTURAL CALCULATIONS
 PROVIDED SHOW A WIND SPEED OF 168MPH USED FOR THE WIND
 DESIGN - WIND SPEED FOR A RISK CATEGORY II SHOULD BE
 170MPH PER FBC WPB SECTION 120.
  
 2) DRAWING AD110 SHOWS THE REMOVAL OF 2 EXIT DOORS FOR
 EXIT NUMBER 4 - DRAWING A020 SHOWS THE DOORS REPLACED
 WITH A WALL - DRAWING A021 SAYS THAT THE EXIT CONSIST
 OF 1 - 8' EXIT AND 1 - 3' EXIT PLEASE RE EVALUATE THE
 MEANS OF EGRESS - FBC 1005.4 CONTINUITY.
 THE MINIMUM WIDTH OR REQUIRED CAPACITY OF THE MEANS OF
 EGRESS REQUIRED FROM ANY STORY OF A BUILDING SHALL NOT
 BE REDUCED ALONG THE PATH OF EGRESS TRAVEL UNTIL
 ARRIVAL AT THE PUBLIC WAY.
  
 3) DRAWING ACC2 SHOWS THE ACCESSIBLE PARKING SPACE
 WIDTH AT 11' - SHOULD BE 12' PER FBC 502.2 VEHICLE
 SPACES.
 EACH PARKING SPACE MUST BE AT LEAST 12 FEET (3658 MM)
 WIDE,
  
 4) PLEASE PROVIDE A NOTE ON THE DRAWINGS AS TO THE WALL
 FINISH AND CEILING FINISH FIRE CLASSIFICATIONS PER FBC
 803.1
  
 5) PLEASE SHOW THE REQUIREMENT FOR TERMITE TREATMENT
 FOR THE DISTURBED SOILS PER FBC 1816.1.2
  
 6) STRUCTURAL DRAWINGS SAY TO SEE THE ARCHITECTURAL
 DRAWINGS FOR THE EXTERIOR WALL FINISHES/CLADDING ETC. -
 I DO NOT SEE ANY EXTERIOR WALL DETAILS ON THE
 ARCHITECTURAL DRAWINGS - FBC 1403
  
 7) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR DOORS - ALL PRODUCT
 APPROVALS NEED TO BE REVIEWED AND MARKED APPROVED BY
 THE BUILDING DESIGNER OF RECORD FBC WPB 107.3.4
  
 8) ACCESSIBLE RESTROOM - WHEN REFERRING TO THE MIRROR
 OVER THE SINK DIMENSIONS FROM THE FLOOR PLEASE USE THE
 WORD "REFLECTIVE SURFACE" FBC A 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 9) PLEASE PROVIDE A STATEMENT ON THE DRAWING THAT THE
 STORAGE RACKS COMPLY WITH RMI/ANSI MH 16.1 - FBC 2209.1
 STORAGE RACKS.
 THE DESIGN, TESTING AND UTILIZATION OF STORAGE RACKS
 MADE OF COLD-FORMED OR HOT-ROLLED STEEL STRUCTURAL
 MEMBERS SHALL BE IN ACCORDANCE WITH RMI/ANSI MH 16.1.
  
  


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