Plan Review Details - Permit 10020540
Plan Review Stops For Permit 10020540
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2010-03-10 Cont ID  
Sent By btrobaug Date 2010-03-10 Time 12:35 Rev Time 0.00
Received By btrobaug Date 2010-03-10 Time 11:49 Sent To I
Notes
2010-03-10 12:08:33PROVISO
  
 SEE BUILDING COMMENTS, INDICATE COMPLIANCE WITH ARTICLE
 645 2008 NEC. SHOW LOCATION OF THE DISCONNECT REQUIRED
 PER 645.10 & 645.11
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2010-03-09 Cont ID  
Sent By jwitmer Date 2010-03-09 Time 08:25 Rev Time 0.00
Received By btrobaug Date 2010-03-01 Time 16:55 Sent To PC
Notes
2010-03-01 16:55:39SENT TO MECHANICAL UNDER $5000 BOX.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2010-03-09 Cont ID  
Sent By jwitmer Date 2010-03-09 Time 08:25 Rev Time 0.55
Received By jwitmer Date 2010-03-09 Time 08:25 Sent To  
Notes
2010-03-09 08:58:40 
 BUILDING PLAN REVIEW
 PERMIT: 10020540
 ADD: 2000 PALM BEACH LAKES 1ST FLOOR
 CONT: ENGINEERED AIR LLC
 TEL: (954) 974-7277
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 BUILDING 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) MISSING THE WIND DESIGN CRITERIA:
 FBC-BUILDING1603.1.4 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) FBC-BUILDING 1604.4 EVERY STRUCTURE SHALL BE
 DESIGNED TO RESIST THE OVERTURNING EFFECTS CAUSED BY
 LATERAL FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION
 1609 FOR WIND.
  
 3) WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES
 AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT
 AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING.
 301.12 FBC MECHANICAL/ 2007
  
 4) IT ROOM REQUIRES 1HR RATED WALLS PER 2008
 NEC645.4(5)
 2007 FBC 712.3.1 THROUGH PENETATIONS.R
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953.
  


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