Plan Review Notes
Plan Review Notes For Permit 16040364
Permit Number 16040364
Review Stop B
Sequence Number 3
Notes
Date Text
2016-08-14 10:11:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040364
 ADD: 2201 45TH ST. / REPLACE CHILLERS & INSTALL SCREEN
 WALL
 CONT: AIRSTRON INC.
 TEL: 954-923-1654
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
 NEW SCREEN WALL: DOES NOT FALL INTO THE SCOPE OF WORK
 FOR A MECHANICAL CONTRACTOR, EITHER A GENERAL
 CONTRACTOR OR BUILDING CONTRACTOR WILL BE REQUIRED TO
 SIGN ON AS A SUB-PERMIT. A PERMIT APPLICATION WILL BE
 REQUIRED WHERE THEY CAN USE THE MECHANICAL PERMIT AS
 THE PRIMARY PERMIT. THERE WOULD BE ONLY A $ 80.00
 PERMIT FEE CHARGED IF THE VALUE OF THE SCREEN WALL WAS
 IN THE VALUE OF THE PRIMARY PERMIT.
 3RD REVIEW
 DATE: SUN. AUGUST 14/2016
 ACTION: DENIED
  
 1) COMPLIED. SHEET ANCHORING OF THE NEW SCREEN WALL.
  
 2) COMPLIED.
  
 2A) 3RD REQUEST. THE RESPONSE INDICATES PER THE PRODUCT
 APPROVAL SUBMITTED THE INSET CLIPS WILL BE USED ALONG
 THE SIDES OF THE LOUVER AT 20 INCHES ON CENTER IS
 CORRECT. PLEASE NOTE EITHER THE CONTRACTOR OR THE
 DESIGNER OF RECORD NEED TO MARK THE PRODUCT
 APPROVAL!!!!!!!!!!!!!!!
 WITHIN THE RESUBMITTED PERMIT PACKAGE WITH THE LOUVER
 NOA 14-0423.26 IS A CUT SHEET FOR THE INSTALLATION
 INSTRUCTIONS STANDARD BOXED FRAME LE-32. THERE ARE 4
 ATTACHMENT CONDITIONS SHOWN;
 1) STEEL SUB-STRUCTURE
 2) SOUTHERN PINE SUBSTRATE
 3 )CONCRETE SUBSTRATE
 4) MOUNTING CLIPS IN AND MOUNTING CLIPS OUT
  
 PLEASE PROVIDE A DETAIL OF HOW THE 6 INCH DEEP ALUMINUM
 LOUVER IS GOING TO BE ATTACHED TO THE 4X4 HSS STEEL
 TUBES. HOW OFTEN THE CLIPS WILL BE REQUIRED FOR THE
 ATTACHMENT TO THE FRAMEWORK.
  
 2B) COMPLIED. THE PRODUCT APPROVAL DOES SHOW FOR LARGER
 HORIZONTAL SPANS THE USE OF MULLIONS. IF THERE IS TO BE
 MULLIONS BETWEEN LOUVERED PANELS PLEASE PROVIDE
 LOCATION, SIZE OF TUBE, THICKNESS OF TUBE AND THE
 ATTACHMENT TO THE SCREEN WALL FRAMING MEMBERS.
  
 2C) PROVISO: PLEASE PROVIDE THE WELDING CERTIFICATE FOR
 ANY FIELD WELDING COMPLETED ON SITE.
  
 3) COMPLIED. FBC-B 509.6.1 HEIGHT LIMITATIONS.
  
 4) 3RD REQUEST, ALSO SEE THE MECHANICAL COMMENTS ABOUT
 THE HEIGHT REQUIREMENTS FOR CLEARANCES UNDER THE UNIT
 VERSES THE WIDTH OF THE UNIT. THIS IS THE ISSUE!! THE
 STRUCTURAL SHEET SHOW A CONCRETE PIER AND THE CHILLER
 SETTING DIRECTLY ON TOP OF THE CONCRETE PIER. THE
 MECHANICAL SHEETS SHOWS NEW CHILLER IS GOING TO BE
 ANCHORED NOT THE CONCRETE PIER BUT 90 DEGREES TO THE
 CONCRETE PIER NEW 10X22 I BEAMS, IN THE DETAIL THERE IS
 A NOTATION FOR (2) 10X22 I BEAMS AND ANOTHER FOR (3)
 10X 22 I BEAMS. PLEASE PROVIDE A DETAIL FOR THIS
 ASSEMBLY AND HOW ALL OF THE FRAMING MEMBERS WILL BE
 JOINED TOGETHER INTO A SINGLE ASSEMBLY, HOW ATTACHMENT
 TO THE ROOF DECK OR ROOF FRAMING WILL BE ACHIEVED AS
 WELL AS THE NEW CHILLER UNIT ITSELF.
 2014 FBC-B LATERAL FORCE-RESISTING SYSTEM. 2014 FBC-B
 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND
 THEIR CONNECTIONS SHALL BE DETERMINED BY METHODS OF
 STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM,
 GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH
 SHORT- AND LONG-TERM MATERIAL PROPERTIES. 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?
  
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  


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