Plan Review Notes
Plan Review Notes For Permit 13100297
Permit Number 13100297
Review Stop B
Sequence Number 3
Notes
Date Text
2014-07-01 12:32:08BUILDING PLAN REVIEW
 PERMIT: 13100297 BOILER BLDG VERTICAL
 ADD: 6651 N JOG RD
 CONT: KBR
 TEL: (561
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 3RD REVIEW
 DATE: TUES. JULY 01/ 2014
 ACTION: DENIED
  
 1) SHEET 0647 -300-S6-000 THE WIND DESIGN STATES THAT
 IT IS DESIGNED TO THE 2010 FBC, THE PLANS DOES NOT
 STATE IF THE PRESSURES ARE LISTED AS VULT OR VASD?
 PRODUCT APPROVALS ARE LISTED AS VASD. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED. FOR THE PURPOSE OF
 THIS REVIEW IT IS ASSUMED THE PRESSURES ARE VULT, IF
 NOT IT IS OF A GREATER CONCERN.
  
 2) BOILER ELEVATION SHEET0648-300-S6-550 PROVIDES THE
 SPACING OF THE GIRT/ PURLINS AVERAGE BETWEEN 4' & 5'
 WITH TTHTE EXCEPTION OF THE
 AT ELEVATION 169 TO 178 THE SPACING DROPS TO 3' BETWEEN
 PURLINS. THE BUTLER NOA 13-0923.07 BUTLER II WALL PANEL
 LIST THE INTERIOR WALL ZONES WITH A 5'-0" SPACING
 BETWEEN THE PURLINS, AND AT THE CORNER ZONES A 2'-6"
 SPACING. ALSO THE PRESSURES ARE LOW EVEN WHEN AND IF
 THE ASSUMED PRESSURES ARE VULT EVEN AT VASD THEY ARE
 LOW.
  
 3) THE PRODUCT APPROVAL SUBMITTED BUTLER FL 12760
 BUTLER II LITE PANEL PRESSURES ARE A VASD +52.5/ 52.5
 VIEW A INDICATES THAT INTERMEDIATE GIRTS MAY BE
 REQUIRED IF PRESSURES ARE HIGHER.
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING
  
 4) SHEET 0590 300-A2-101 SHOWS WALL LOUVERS, TO DATE NO
 PRODUCT APPROVALS WERE SUBMITTED FOR THE STORM PROOF
 LOUVERS.
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) (C) WALL LOUVERS,
  
 5) SHEET 0123-300-S22-026 ROOF REFERANCE SHEET SHOWS
 THE GIRTS AT 5'-0" AND 4'-8" O. C. PLEASE REVIEW THE
 SUBMITTED PRODUCT APPROVAL FOR THE ROOF STEEL ROOF
 PANELS NOA 10-0901.20 SEE SHEET 1 OF 6 THE MAXIMUM
 PURLIN SPANS ARE EXCEEDED , DEPENDING ON THE SPACING OF
 THE PURLINS THE PRESSURES MAY OR MAY NOT WORK. ALSO THE
 PRESSURES ARE LOW EVEN WHEN AND IF THE ASSUMED
 PRESSURES ARE VULT EVEN AT VASD THEY ARE LOW.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  


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