Plan Review Details - Permit 09070790
Plan Review Stops For Permit 09070790
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2009-08-19 Cont ID  
Sent By jwitmer Date 2009-08-19 Time 10:55 Rev Time 0.50
Received By jwitmer Date 2009-08-19 Time 10:54 Sent To  
Notes
2009-08-19 10:56:22 
 BUILDING PLAN REVIEW
 PERMIT: 09080790
 ADD: @ 1801@ N FLAGLER DR
 CONT: MESA ELECTRIC SYSTEMS CORP
 TEL: (786)488-7968
  
 FL BLD CODE= 2007 FLORIDA BLDG CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 BUILDING PROVISO:
  
 APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE
 TO CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR
 TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
  
  
  
 1) PLANS FAIL TO IDENTY WIND DESIGN CRITERIA;
  
  
  
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
  
 1.2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
  
 1.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 1.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 1.5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
  
  
  
  
  
 2) PLANS FAIL TO IDENTY HOW THE TELEPHONE CABINET IS TO
 BE ANCHORED TO RESIST THE MOMENT OF OVERTURNING PER
 SECTION :
 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS, AND SECTION 1610 FOR LATERAL SOIL LOADS.
  
 1604.9 COUNTERACTING STRUCTURAL ACTIONS. STRUCTURAL
 MEMBERS, SYSTEMS, COMPONENTS AND CLADDING SHALL BE
 DESIGNED TO RESIST FORCES DUE TO WIND, WITH
 CONSIDERATION OF OVERTURNING, SLIDING, AND UPLIFT.
 CONTINUOUS LOAD PATHS SHALL BE PROVIDED FOR
 TRANSMITTING THESE FORCES TO THE FOUNDATION. WHERE
 SLIDING IS USED TO ISOLATE THE ELEMENTS, THE EFFECTS OF
 FRICTION BETWEEN SLIDING ELEMENTS SHALL BE INCLUDED AS
 A FORCE.
  
  
  
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
  
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2009-08-13 Cont ID  
Sent By btrobaug Date 2009-08-13 Time 08:48 Rev Time 0.00
Received By btrobaug Date 2009-08-13 Time 08:48 Sent To ENG
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2009-08-18 Time   Rev Time 0.50
Received By   Date 2009-08-18 Time   Sent To  
Notes
2009-08-18 11:46:07PROVIOS:
 ADDRESS SHOULD BE CHANGED FROM @1801 N. FLAGLER TO
 @1804D NORTH DIXIE. WORK WILL TAKE PLACE AT THIS
 LOCATION
 SENT TO BUILDING REVIEWER (J. WHITMER), MAY REQUIRE
 WIND LOADS.

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-08-19 Cont ID  
Sent By jwitmer Date 2009-08-19 Time 10:54 Rev Time 0.00
Received By jwitmer Date 2009-08-13 Time 08:49 Sent To  
Notes
***NONE***


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