Plan Review Notes
Plan Review Notes For Permit 01101604
Permit Number 01101604
Review Stop R
Sequence Number 3
Notes
Date Text
2002-01-30 00:00:00TRUSSES DENIED
  
 1)THE DESIGN CRITERIA IS NOT CONSISTENT.
 THE TRUSS LAYOUT AND COVER SHEET ON THE
 DRAWINGS LIST 1997 SBC (110MPH WINDLOAD)
 AND THE TRUSS DRAWINGS LIST ASCE 7-98
 (145MPH WIND SPEED). IF ASCE IS TO BE
 USED, THE CORRECT EDITION IS ASCE 7-95,
 UNLESS DESIGNING TO COMPLY WITH 2001
 FLORIDA BUILDING CODE. BECAUSE THE
 BUILDING IS DESIGNED TO 97 SBC, THE
 TRUSSES MUST BE ALSO.
  
 2) THE MEAN ROOF HEIGHT OF THE STRUCTURE
 IS 17', THE TRUSS DRAWINGS LIST A WALL
 HEIGHT OF 15 FT.,AS IF STRUCTURE HAD A
 FLAT ROOF. PLEASE CORRECT.
  
 3) TRUSS GT5 (3477# UPLIFT) EXCEEDS THE
 CAPACITY OF THE SPECIFIED ANCHOR(1400#).
  
 4) SHEET 7 OF THE PLANS DOES NOT
 INDICATE AN ANCHOR FOR THE CENTER BEAR-
 ING POINT (JOINT 16) OF TRUSS GT4.
  
 5) TRUSS HG2A IS MISLABELED AS HG2 ON
 THE TRUSS LAYOUT.
  
 6) NO ANCHOR IS INDICATED FOR THE CENTER
 BEARING POINT (JOINT 18) OF TRUSS GT1.
  
 NOTE:
 SEMCO AND HUGHES HAVE BEEN PURCHASED BY
 USP AND THE UPLIFT VALUES OF SOME
 CONNECTORS HAVE BEEN REDUCED. PLEASE
 REFER TO CURRENT USP CATALOG AND REVISE
 THE ANCHOR SCHEDULE ACCORDINGLY ON
 FUTURE SUBMITTALS.


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