Plan Review Notes
Plan Review Notes For Permit 04030467
Permit Number 04030467
Review Stop B
Sequence Number 2
Notes
Date Text
2004-05-25 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 04030467
 ADD: 4500 S DIXIE HWY
 CONT: ANDERSON MOORE
 TEL: (561)662-1819
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW
 ACTION: DENIED
  
 NOTE: THIS IS A THRESHOLD BUILDING,
 SINCE THE SANCTUARY AND THE PAVILION
 ARECONSIDERED A SINGLE BUILDING. (3)
 SETS
 OF ALL PLANS, REPORTS (SOILS) AND
 PRODUCT APPROVALS SHALL BE SUBMITTED
 FORPERMIT.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) SOILS REPORTS (3) COPIES:
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3) COMMENT# 5 FROM PREVIOUS REVIEW DEALS
 WITH THE COVERED DROP OFF ZONE, OR
 PASSENGER LOADING ZONE. SEE 11-4.6.6.
 YOUR RESPONCE WAS THAT YOU DID NOT FIND
 ANY REQUIRMENT FOR THE "WIDTH" OF THE
 RAMP TO BE 20'-0" PLUS FLARED SIDES.
  
 THIS CODE SECTION DOESN'T INTEND THE
 PASSENGER LOADING ZONE TO BE WIDER THAN
 5'-0"WIDE BUT THE LENGHT IS TO BE
 20'-0"ADJACENT AND PARALLEL TO THE
 VEHICLE PULL-UP SPACE. THIS SECTION IN-
 DICATES WHEN THE LOADING ZONE IS BEHIND
 THE CURB THE LOADING ZONE ITSELF SHALL
 BE 5'-0"X 20"-0" AND THE ACCESS ISLE
 SHALL BE LEVEL WITH THE SURFACE SLOPES
 NOT EXCEEDING 1:50.IN ALL DIRECTION.
 ONCE YOU LEAVE THIS AREA, THIS IS WHERE
 THE FLARED SLOPES SHALL BEGIN.
 THIS IS ALSO A CODE INTERPRETATION FROM
 B.O. NEIL MELICK.
  
 4) COMMENT# 8 FROM PREVIOUS REVIEW.
 STAIRS TO BE NONCOMBUSTIBLE, I LOOKED AT
 THE NEW SECTION A-10/5 FOR THE NEW CON-
 CRETE FILLED METAL PAN STAIR. THIS STAIR
 DOESN'T INDICATE IF IT HAS A CLOSED
 RISER?
  
 5) COMMENT# 10 FROM PREVIOUS REVIEW:
 FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 WIND IMPORTANCE FACTOR SHOULD BE III,
 WHEN MORE THAN 300 PEOPLE IN A SINGLE
 AREA. THIS FACTOR SHOULD BE 1.15
  
 THE OTHER ISSUE IS THE EXPOSURE "C" THE
 MULTIPLIER FOR BUILDINGS WITH A "C" EXPO
 SURE AND MEAN ROOF HEIGHT OF 30' IS 1.40
 THESE 2 FACTORS WILL INCREASE THE
 PRESSURES POS & NEG. REVIEW SO CONTRAC-
 TOR WILL SUBMIT THE CORRECT APPROVALS.
  
 NOTE ALSO EXTERIOR DOOR ANALISIS DOESN'T
 INDICATE THE END ZONE PRESSURES, WHERE
 2 DOORS ARE LOCATED. THIS REPORT ALSO
 DOES NOT INDICATE HOW THE HINGES ARE
 TRANSFERING THE WIND LOADS FROM THE DOOR
 TO THE DOOR JAMBS? HOW MANY HINGES,SIZE
 NOR INFO ON THE SRCEWS?
  
 THE PLAN INDICATES THAT THE END ZONE IS
 4"-0", REMEMBER THAT THIS IS ONE LARGE
 BUILDING!RE-ADDRESS
  
 6) CONTRACTOR TO RE-EVALUATE PRODUCT
 TESTING REPORTS WITH NEW PRESSURES.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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