Plan Review Notes
Plan Review Notes For Permit 16040364
Permit Number 16040364
Review Stop B
Sequence Number 2
Notes
Date Text
2016-05-13 12:36:30BUILDING 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.
 2ND REVIEW
 DATE: FRI. MAY 13/2016
 ACTION: DENIED
  
 1) COMPLIED. SHEET ANCHORING OF THE NEW SCREEN WALL.
  
 2) SEMI-COMPLIED. THE SHEET S1 INDICATES THE SCREEN
 WALL SCREEN IS TO HAVE PRODUCT APPROVALS, THIS REVIEW A
 MIAMI-DADE NOA 14-0423.26 WAS SUBMITTED. THE ISSUE WITH
 THIS APPROVAL IS THE FRAMING PLAN SHEET S-0.1 DOES NOT
 INDICATE HOW OFTEN THE UPRIGHT FRAMING MEMBERS WILL
 OCCUR. SHEET M1.1 DOES SHOW A FLOOR PLAN OF THE BRACING
 OF THE FRAMEWORK BUT THE DIMENSION BETWEEN THE
 HORIZONTAL FRAMING MEMBERS IS NOT GIVEN. PLEASE PROVIDE
 THE SPACING BETWEEN THE VERTICAL FRAMING MEMBERS AND
 THE SIZE OF THE WELDS TO SECURE THEM TO THE VERTICAL
 FRAME.
  
 2A) 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)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) PLEASE PROVIDE THE WELDING CERTIFICATE FOR ANY
 FIELD WELDING COMPLETED ONSITE.
  
 3) COMPLIED. FBC-B 509.6.1 HEIGHT LIMITATIONS.
  
 4)2ND REQUEST. 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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