Plan Review Notes
Plan Review Notes For Permit 00100495
Permit Number 00100495
Review Stop R
Sequence Number 1
Notes
Date Text
2001-01-08 00:00:00DENIED
  
 1)IMPACT FEES MUST BE PAID TO PALM BEACH
 COUNTY,PLANS STAMPED BY THEM AND COPY OF
 RECEIPT SUBMITTED TO CITY OF W.P.B.
 BUILDING DEPT.BEFORE A PERMIT TO
 CONSTRUCT WILL BE ISSUED.
  
 2)NOTICE OF COMMENCEMENT MUST BE
 RECORDED AND FILED WITH CITY BUILDING
 DEPT. PRIOR TO PERMIT BEING ISSUED.
  
 3)PLEASE PROVIDE 2 COPIES OF ALL ITEMS
 SUBMITTED.
  
 4)PROVIDE (1) COPY OF SOIL REPORT WITH
 WET SIGNATURE, DATE AND IMPRESSION SEAL
 OF ENGINEER FOR BUILDING DEPT. FILE.
  
 5)PROVIDE 2 CURRENT COPIES OF METRO-DADE
 OR SBCCI PRODUCT APPROVALS FOR STEEL
 DOOR,SINGLE HUNG WINDOWS AND FIXED GLASS
 WINDOWS. PRODUCT APPROVAL SUBMITTED FOR
 DOOR HAD EXPIRED AND PROPOSAL FOR
 WINDOWS IS NOT ACCEPTABLE.
  
 6)PROVIDE INSTALLATION SCHEDULE AND KEY
 PLAN WITH SPECIFIC ANCHORS TO BE USED
 FOR STORM PANELS PRIOR TO INSTALLATION.
  
 7)INDICATE LOCATION OF ATTIC ACCESS AS
 REQUIRED BY 97 SBC 2309.6.
  
 8)INDICATE ROOF PITCH ON PLANS.
  
 9)INDICATE TYPE OF MATERIAL TO BE
 INSTALLED ON PORCH AND ENTRY CEILINGS.
  
 10)PLEASE CLARIFY STEEL REFRENCE TO
 STEEL COLUMN WITH 4500# UPLIFT SHOWN ON
 SHEET 6. NOTHING IS INDICATED ON
 FOUNDATION PLAN AT THIS LOCATION.
  
 11)PROVIDE ADDITIONAL DETAIL FOR
 STRUCTURAL STEEL POST FOR PORCH WHICH
 SHOWS CONFIGURATION OF CONNECTIONS AT
 TOP AND BOTTOM OF POST.INCLUDE TYPE
 SIZE AND NUMBER OF FASTENERS.
  
 12)PROVIDE 2 COMPLETE SETS OF TRUSS
 DRAWINGS AND LAYOUTS. TRUSS LAYOUT IS
 REQUIRED TO HAVE WET SIGNATURE,DATE AND
 IMPRESSION SEAL OF TRUSS ENGINEER AND BE
 REVIEWED AND APPROVED BY DESIGNER OF
 STRUCTURE AND SO NOTED ON LAYOUT.
  
 13)PLEASE HAVE DESIGNER OF RECORD REVIEW
 TRUSS COMPANY LAYOUT AND MAKE REVISIONS
 TO SHEET 6 OF PLANS TO ADDRESS ANY
 DISCREPANCIES.
  
 14)PLEASE REVIEW CONNECTORS ON SHEET 6
 SEVERAL DO NOT MEET THE UPLIFTS REQUIRED
 BY TRUSS ENGINEERING.PLEASE USE CURRENT
 PRODUCT CATALOGS WHEN SPECIFYING
 CONNECTORS.
  
 15)HIGHEST MEAN ROOF HEIGHT OF 14'-0"
 THE MEAN ROOF HEIGHT OF STRUCTURE IS
 15'-0". HAVE TRUSS ENGINEER CHECK LOAD
 CALCULATIONS FOR ADDITIONAL HEIGHT.


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