Plan Review Notes
Plan Review Notes For Permit 10070762
Permit Number 10070762
Review Stop B
Sequence Number 2
Notes
Date Text
2010-11-30 10:15:59BUILDING PLAN REVIEW
 PERMIT: 10070762
 ADD: 8000 VIA VILLAGIO
 CONT: SDI SOLAR INC
 TEL: (561)722-3088
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1) THE SOLAR ROOF POWERED ROOF VENTILATION FAN DOES NOT
 HAVE A CURRENT FLORIDA APPROVAL UNDER THE 2007 FBC. THE
 SUBMITTAL THAT IS REFRENECING THE 14 INCH SOLAR STAR
 VENT AND LETTER OF EQIVALENCY WILL REQUIRE EITHER
 APPLICATION TO THE STATE UNDER RULE 9B-72 (1)(D) OR
 SUBMITTAL TO THE CITY FOR A LOCAL APPROVAL. THE CITY OF
 WEST PALM BEACH REQUIRES THE SAME TEN CRITERIA AS THE
 STATE FOR A LOCAL APPROVAL, TO BE SUBMITTED TO ASSITANT
 BUILDING OFFICIAL ROBERT BROWN TO BE REVIEWED.
  
  
 FROM 1ST REVIEW! THE FL 10884 REPORT SUBMITTED FOR A
 SOLAR POWERED ROOF VENTILATION FAN DOES NOT INDICATE
 ANY WIND DESIGN CRITERIA BUT REFERS TO A MIAMI-DADE
 TEST REPORT 51567.01-122-18 THAT WAS COMPLETED UNDER
 THE 2001 VERSION OF THE FLORIDA BUILDING CODE AND TEST
 WAS FOR PRESSURES OF 110 MPH FASTEST MILE. THE 2004 &
 2007 FBC USE A 3 SECOND GUST CONVERSION CHARTS WOULD
 MAKE THE 110 FASTEST MILE, 130 MPH 3 SECOND GUST.THE
 CITY OF WEST PALM BEACH IS LOCATED WITHIN A 140 MPH
 WIND ZONE. THIS PRODUCT WILL NEED TO BE RE-EVALUATED TO
 THE 140 MPH WIND ZONE, AND FIGURE IN THE HEIGHT AND
 EXPOSURE ADJUTMENT FACTORS.
 R301.1.2.1 WIND LIMITATIONS.
 R301.2.1.1 WIND DESIGN CRITERIA
 R301.1.2.1.3 WIND SPEED CONVERSION
 R301.2.1.4 EXPOSURE CATEGORY
 R301.2.1.5 BASIC WIND SPEED
  
 SECOND REVIEW THE SAME ITEMS OUTSTANDING.
 2) SDI SOLAR HEATER PANEL:
 2.1) PLEASE PROVIDE THE ACTUAL PANEL SIZE IN SQ FT
 2.2 PLEASE PROVIDE THE ACTUAL MEAN ROOF HEIGHT IN FT.
 2.3 PLEASE PROVIDE THE ACTUAL ROOF PITCH AND CIRCLE
 WHICH INSTALATION METHOD TO BE USED.
  
 IN A WORSE CASE SCENERIO;
 20 SQ FT AREA / LOCATED IN A ZONE TWO
 EXPOSURE "C"
 ROOF MEAN ROOF HEIGHT OF 35'
  
 -51.7X1.45= -74.96 PSF
  
 3/8" LAG SCREWS (FASTENER) @ 48 SQ FT
 74.96X 48 SQ FT= 3598/4= 899.52LBS PULL OUT PER
 FASTENER
 PLEASE PROVIDE DOCUMENTATION ON THE FASTENER FOR THE
 PULL OUT STRENGTH
  
 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
  
  
  
  
  


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