Plan Review Details - Permit 09080348
Plan Review Stops For Permit 09080348
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2009-08-19 Cont ID  
Sent By jwitmer Date 2009-08-19 Time 11:21 Rev Time 0.50
Received By jwitmer Date 2009-08-19 Time 11:21 Sent To E
Notes
2009-08-19 11:30:06BUILDING PLAN REVIEW
 PERMIT: 09080348
 ADD: 401 EXECUTIVE CENTER 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 IDENTIFY 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 IDENTIFY 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 2 Status P Date 2010-01-26 Cont ID  
Sent By dpalmer Date 2010-01-26 Time 10:09 Rev Time 0.00
Received By dpalmer Date 2010-01-26 Time 10:09 Sent To  
Notes
2010-01-26 10:11:17AS PER E-MAIL RECEIVED FROM ENGINEERING REQUEST TO PASS
 REVIEW STOP WAS DONE. THEIR COMMENTS HAVE BEEN
 ADDRESSED. ELECTRICAL PLANS NOT IN POSSESSION OF
 REVIEWER. ORIGINAL REVIEWER IS BILL TROBAUGH.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-10-11 Cont ID  
Sent By dpalmer Date 2009-10-11 Time 07:29 Rev Time 0.00
Received By dpalmer Date 2009-10-11 Time 07:29 Sent To  
Notes
2009-10-11 07:30:38ELECTRICAL IS OK HOWEVER BASED ON ENGINEERING REVIEW
 COMMENTS REVIEW CAN NOT BE PASSED AT THIS TIME.
 LOCATION OF UNIT MAY ALSO REVISED ELECTRICAL PLANS.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2010-01-26 Cont ID  
Sent By dlauderm Date 2010-01-26 Time 09:43 Rev Time 1.00
Received By dlauderm Date 2010-01-26 Time 09:42 Sent To E
Notes
2010-01-26 09:42:58HAVE MET OUR REQUIREMENTS.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2009-10-01 Cont ID  
Sent By dlauderm Date 2009-10-01 Time 14:20 Rev Time 0.50
Received By dlauderm Date 2009-10-01 Time 14:16 Sent To  
Notes
2009-10-01 14:20:23FAILED
 1. CABINET IS SHOWN ON PRIVATE PROPERTY. THE ROW LINES
 DRAWN ON THE DRAWING ARE INCORRECT, THE ROW IS THE BACK
 OF SIDEWALK. CORRECT THE DRAWING.
 2. IS THERE AN EASEMENT BEHIND THE SIDEWALK, IF THERE
 IS CALL IT OUT OR HAVE THE PROPERTY OWNER SUPPLY YOU
 WITH AN EASEMENT.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2009-08-19 Cont ID  
Sent By dlauderm Date 2009-08-19 Time 10:57 Rev Time 0.00
Received By dlauderm Date 2009-08-19 Time 10:40 Sent To  
Notes
2009-08-19 11:00:57A. PLAN IS INCORRECT REDO, RESUBMIT.
 1. PROJECT IS NORTHWEST OF THE INTERSECTION OF PRESIDO,
 SHOW A NORTH ARROW.
 2. THE PROJECT IS IN FRONT OF 409, NOT 401, CHANGE THE
 ADDRESS.
 3. THE ROW OF EXECUTIVE CENTER DRIVE IS 80', FROM BACK
 OF SIDEWALK TO BACK OF SIDEWALK. THIS DRAWING IS
 INCORRECT, SHOW THE ROW CORRECTLY.
 3. SO, THEN, THE CABINET ON THE SOUTH SIDE OF EXECUTIVE
 IS GOING BEHIND THE SIDEWALK ON PRIVATE PROPERTY.
 SUPPLY THE INFORMATION FOR THE EASEMENT, THERE IS AN
 EASEMENT?
 B. TURNING PERMIT OVER TO BUILDING REVIEWER, WIND LOADS
 MAY BE REQUIRED.
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-09-22 Cont ID  
Sent By lmartine Date 2009-09-16 Time 10:23 Rev Time 0.00
Received By lmartine Date 2009-09-16 Time 10:23 Sent To  
Notes
2009-09-22 10:23:47IN ENG. BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-10-01 Cont ID  
Sent By lmartine Date 2009-08-19 Time 10:22 Rev Time 0.50
Received By lmartine Date 2009-08-14 Time 08:12 Sent To  
Notes
2009-08-14 08:29:19UNDER $5,000


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