Plan Review Notes
Plan Review Notes For Permit 03040098
Permit Number 03040098
Review Stop B
Sequence Number 1
Notes
Date Text
2003-06-18 00:00:00SHEET S1 OF THE STH PLANS.SECTIONS 1 &
 2, PLEASE NOTE THE EMBEDMENT DEPTH
 OF THE #4 REBAR AND THE 5/8" EXPANSION
 BOLTS.
  
 WILL THERE BE OTHER REINFORCEMENT STEEL
 THEN #4 X 2' @ 12" OC?
  
 SHOW THE METHOD OF TWO HOUR FIRE RATED
 PROTECTION FOR THE NEW STEEL BEAMS.
 SEE FBC T-600, TYPE I CONSTRUCTION,
 BEAMS, GIRDERS AND ARCHES.
  
 WORK SHOP + PLANS.
  
 PROVIDE SPECIFIC DETAILS FOR THE STAIRS
 HANDRAILS.SEE FBC 1007.5 AND 1608.2.
  
 THE STAIRS AS SHOWN COMMUNICATING WITH
 MORE THAN TWO FLOORS DO NOT COMPLY WITH
 FBC 705.2.2.PLEASE REVISE AS
 NECESSARY.
  
 PLEASE SHOW OR NOTE A SPECIFIC METHOD
 FOR ATTACHMENT OF THE WOOD VENEER AS
 SHOWNIN SECTION 1/A3.1.
  
 THE PLANS ARE REQUIRED TO BE SIGNED,
 SEALED AND DATED BY A FLORIDA
 REGISTERED ARCHITECT OR ENGINEER.
  
 PLEASE DESCRIBE FURTHER AND/OR INCLUDE
 PLANS FOR THE ELEVATOR MODIFICATIONS
 CALLED OUT ON THE PERMIT APPLICATION.


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