Plan Review Notes
Plan Review Notes For Permit 16090560
Permit Number 16090560
Review Stop B
Sequence Number 3
Notes
Date Text
2017-06-20 15:49:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16090560
 ADD: 600 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-267-1309
 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.
  
 3RD REVIEW
 DATE: TUES./ JUNE 20/2017
 ACTION: DENIED
  
 1) COMMPLIED
  
 2) BUILDING PROVISO: PROVIDE COMPLIANCE WITH / 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 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) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 D) ROOFING PRODUCTS AND ASSEMBLIES/ INSULATION/ ROOF
 TOP FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 3) BUILDING PROVISO: DEFERRED SUBMITTAL. FBC 107.3.4.1
 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED
 BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 4) COMPLIED.
  
 5) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEET A1.1
 SHOWS A NEW A/C STAND PLEASE PROVIDE COMPLIANCE WHEN
 SUBMITTING THE ROOF TOP STAND PRODUCT APPROVAL, PLEASE
 IDENTIFY THE CALCULATION OF THE AREA OF THE ROOF TOP
 COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES , ANCHORS AND UPLIFT VERSES MOMENT.
 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.
  
 6) COMPLIED ROOF TOP HATCH.
 7) BUILING PROVISO: THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER WELD
 OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARD. 2014 FBC-B
 2204.1 WELDING. THE DETAILS OF DESIGN, WORKMANSHIP AND
 TECHNIQUE FOR WELDING, INSPECTION OF WELDING AND
 QUALIFICATION OF WELDING OPERATORS SHALL CONFORM TO THE
 REQUIREMENTS OF THE SPECIFICATIONS LISTED IN SECTIONS
 2205, 2206, 2207, 2210 AND 2211.
  
 8-9) COMPLIED.
  
 10) NEW COMMENT (3RD REVIEW) DEALS WITH THE MECHANICAL
 EQUIPMENT REQUIREMENTS. THE DWLK EXHAUST DUCT MUST BE
 INSTALLED IN A FIRE-RATED ENCLOSURE FROM THE POINT
 WHERE THE DUCT PENETRATES THE CEILING THROUGH TO THE
 EXTERIOR WALL LINE. SEE PAGE 5 OF THE SUBMITTED MARRA
 FORMI FACTORY DUCT SPECIFICATIONS PAGE 5. THE SPECS
 ALSO SPECIFY THAT DUCT WRAP CANNOT BE INSTALLED TO
 REDUCE THE REQUIRED CLEARANCES OR TO CREATE A TYPE OF
 FIRE PROTECTIVE ENCLOSURE.
  
 11) 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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