Plan Review Notes
Plan Review Notes For Permit 07020159
Permit Number 07020159
Review Stop B
Sequence Number 1
Notes
Date Text
2007-03-13 19:16:30PLANS EXAMINER: KEN CONRAD
 PROJECT: 2090 NORTH CONGRESS AVENUE
 PROJECT SCOPE OF WORK: REPAIR
  
 REQUIREMENT: THE SUBMITTED WINDOW AND ALUMINUM TUBE
 CLIPPED MULLION PRODUCT APPROVALS HAVE BEEN TESTED WITH
 A WOOD BUCK AND/ OR CONCRETE CONFIGURATIONS AND HAS NOT
 BEEN TESTED WITH A METAL FRAMING INSTALLATION. A
 RATIONAL ANALYSIS MAY BE USED TO DEMONSTRATE THAT THE
 METAL FRAMING IN COMBINATION WITH A WOOD BUCK
 INSTALLATION WILL TRANSFER ALL LOADS TO THE MAIN FRAME
 WITHOUT FAILURE UNDER THE MINIMUM WIND LOAD
 REQUIREMENTS AS PER FBC SECTION 1609.1.
  
  
 A) FOR NEW CONSTRUCTION REPAIR/PERMITTED MATERIALS:
 FEBC SECTION 401.2 EXCEPT AS OTHERWISE REQUIRED HEREIN,
 WORK SHALL BE DONE USING MATERIALS PERMITTED BY THE
 APPLICABLE CODE FOR NEW CONSTRUCTION OR USING LIKE
 MATERIALS SUCH THAT NO HAZARD TO LIFE, HEALTH AND
 PROPERTY IS CREATED.
  
 B) FEBC 401.3 THE WORK SHALL NOT MAKE THE BUILDING LESS
 CONFORMING TO THE BUILDING, PLUMBING,
 ELECTRICAL,MECHANICAL OR FIRE CODES OF THE
 JURISDICTION, OR TO ALTERNATIVE MATERIALS, DESIGN AND
 METHODS OF CONSTRUCTION, OR ANY PREVIOUSLY APPROVED
 PLANS , MODIFICATIONS, ALTERNATIVE METHODS, OR
 COMPLIANCE ALTERNATIVES, THAN IT WAS BEFORE THE REPAIR
 WAS UNDERTAKEN.
  
  
 C) FEBC 407.2 REDUCTION OF STRENGTH. REPAIRS SHALL NOT
 REDUCE THE STRUCTURAL STRENGTH OR STABILITY OF THE
 BUILDING, STRUCTURE OR ANY INDIVIDUAL MEMBER THEREOF.D
  
 D) FEBC 407.3.1 NEW STRUCTURAL FRAME MEMBERS. NEW
 STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF DAMAGED
 BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS, SHALL
 COMPLY WITH THE FLORIDA BUILDING CODE.


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