Plan Review Notes
Plan Review Notes For Permit 03051386
Permit Number 03051386
Review Stop B
Sequence Number 2
Notes
Date Text
2003-07-01 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 6/12/03:
  
 3) FBC 1606.1.7SHEET S2, STRUCTURAL
 NOTES, CODES AND STANDARDS #3.THE
 ADDITION OF WIND PRESSURES IS NOTED.
 THE STATED PRESSURES ARE ASSUMED TO BE
 APPLICABLE TO THE WALLS (FOR
 SPECIFICATION OF THE NEW FRENCH DOOR) AS
 THEY ARE TOO LOW TO BE APPLICABLE TO
 ROOF (AND ROOF OVERHANG) ZONES 2 & 3.
 ANNOTATE THE PLAN TO CLARIFY.
  
 7) FBC 1606COLUMN BASE ANCHORS.THIS
 COMMENT HAS NOT BEEN PROPERLY ADDRESSED
 AS POINTED OUT IN THE PREVIOUS REVIEW
 THE SIMPSON ABA44 COLUMN BASE ANCHORS DO
 NOT HAVE SUFFICIENT UPLIFT CAPACITY TO
 RESIST THE WIND UPLIFT ACTING ON THE
 PORCH ROOF.USING THE PORCH DIMENSIONS
 AND COLUMN SPACING NOW PROVIDED, THE
 555# UPLIFT CAPACITY GIVEN IN THE 2003
 SIMPSON CATALOGUE CAN WITHSTAND A WIND
 UPLIFT PRESSURE OF -37 PSF ACTING ON THE
 ROOF.THIS IS NOT SUFFICIENT TO ANCHOR
 THE ROOF, EVEN ALLOWING FOR THE
 ASSISTANCE OFFERED BY THE DEAD LOAD OF
 THE STRUCTURE.EITHER, JUSTIFY THE USE
 OF SIMPSON ABA44 ANCHORS BY STATING THE
 PORCH ROOF UPLIFT PRESSURE ON THE PLAN,
 OR SPECIFY AN ALTERNATIVE ANCHOR WITH
 SUFFICIENT UPLIFT CAPACITY.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved