Plan Review Notes
Plan Review Notes For Permit 06090668
Permit Number 06090668
Review Stop B
Sequence Number 1
Notes
Date Text
2006-10-11 16:20:351.)PROVIDE ANCHORING INFORMATION TO
 COMPLY WITH FBC1606.1.3; STRUCTURAL
 MEMBERS AND SYSTEMS, AND COMPONENTS AND CLADDING IN A
 BUILDING OR STRUCTURE SHALL BE ANCHORED TO RESIST
 WIND-INDUCED OVERTURNING, UPLIFT AND SLIDING AND TO
 PROVIDE CONTINUOUS LOAD PATHS FOR THESE FORCES TO THE
 FOUNDATION.WHERE A PORTION OF THE RESISTANCE TO THESE
 FORCES IS PROVIDED BY DEAD LOAD, THE MINIMUM DEAD LOAD
 LIKELY TO BE IN PLACE DURING A DESIGN WIND EVENT SHALL
 BE USED.
  
 2.)THE VALUE IS TOO LOW.PROVIDE A REASONABLE VALUE
 OR AN ESTIMATED VALUE WILL BE DONE FOR YOU USING
 MARSHALL & SWIFT.
  
 3.)A NOTICE OF COMMENCEMENT MUST BE FILED WITH THE
 CLERK OF COURTS BEFORE A PERMIT CAN BE ISSUED.
  
 4.)THE OWNER AND ADDRESS ON THE APPLICATION AND SITE
 PLAN PREPARED BY THE ENGINEER DO NOT MATCH THE PARCEL
 ID PROVIDED.PROVIDE A COMPLETE SURVEY OR SITE PLAN OF
 THE PARCEL, SHOWING ALL PROPERTY LINES.IMPROVEMENT
 CANNOT CROSS THE PROPERTY LINE.
  


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