Plan Review Notes
Plan Review Notes For Permit 18021230
Permit Number 18021230
Review Stop B
Sequence Number 1
Notes
Date Text
2018-03-26 14:40:592017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18021230
 ADD: 901 45TH ST.
 CONT: WESTBROOKE CORPORATION
 TEL: 561-395-4126
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MONDAY MARCH 26, 2018
 ACTION: DENIED
  
 1A) SHEET A1.1 NOTE # 1 INDICATES NEW WALL LOUVERS .
 SHEET M1.1 INDICATES THE INSTALLATION OF (2) LOUVERS,
 ONE 10 FOOT WIDE X 8 FEET TALL AND THE OTHER A 2 X2
 FOOT MAKE UP AIR LOUVER. PLEASE SUBMIT PRODUCT
 APPROVALS TO COMPLY WITH:
 2017 FBC-B 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY
 OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(C) WALL LOUVERS.
  
 1B) W. P. B. 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..
  
 2) A MIAMI-DADE NOA 17-0320.06 A STEEL CRAFT H SERIES
 FLUSH OUTSWING COMMERCIAL DOOR W/ WO PANIC EXIT LMI WAS
 SUBMITTED PLEASE IDENTIFY ON SHEET 1 OF 13 WHICH DOOR
 IS TO BE INSTALLED WITH THE APPROPRIATE PRESSURES.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED TO
 DETERMINE CODE COMPLIANCE FOR PRESSURES.
  
 3) A MIAMI-DADE NOA 16-0413.21 JOHNS MANVILLE MODIFIED
 BITUMEN ROOFING SYSTEMS OVER STEEL DECKS WAS SUBMITTED.
 THIS REPORT HAS 78 PAGES WITHIN THE REPORT.
 FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING
 SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF
 ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF
 ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 4A) SHEET A2.1 AND SHEET M1.1 BOTH SHOW NEW NOA RATED
 ROOF PROPELLER SUPPLY FANS WITH HOODS. THIS REVIEW NO
 SUCH PRODUCT APPROVALS WERE SUBMITTED. PLEASE PROVIDE
 COMPLIANCE WITH:
 2017 FBC-B SECTION 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE
 CODE 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS, ETC.
  
 4B) W. P. B. 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..
  
 5A) SHEET A2.2 AND S-100 BOTH SHOW NEW ROOF TOP CURBS
 THAT THE ROOF TOP FANS SIT ON. S-100 DETAIL 01 ROOF
 SECTION INDICATES THE ROOF TOP CURBS WILL NEED TO
 PROVIDE A NOA, A MIAMI-DADE NOTICE OF ACCEPTANCE
 REPORT, NONE WERE SUBMITTED. PLEASE PROVIDE COMPLIANCE
 WITH:
 2017 FBC-B SECTION 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE
 CODE 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS, ETC.
  
 5B) W. P. B. 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..
  
 5C) SHEET S-100 DETAIL 01 INDICATES THE ROOF TOP FANS
 TO CURB AS PER THE MANUFACTURERS RECOMMENDATIONS. FOR
 ALL ROOF TOP EQUIPMENT, CURBS, FANS OR VENTILATORS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB TO THE EQUIPMENT ABOVE.
  
 2017 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 SHEET A2.1 NOTE # 8 INDICATES NEW EXHAUST DUCT COVER
 AND REFERS TO SHEET A2.2 DETAIL # 5. THERE IS NO
 MENTION ON THE STRUCTURAL SHEETS OF THE NEW EXHAUST
 DUCT COVER. THE SHEET M1.2 NOTES 6 & 8 BOTH MAKE
 REFERENCE TO THE EXTERIOR DUCT AND COVER TO BE ANCHORED
 TO THE BUILDING TO RESIST HURRICANE FORCE WINDS, 180
 MPH VULT, CATEGORY III BUILDING. PLEASE PROVIDE
 ADDITIONAL INFORMATION TO BE ABLE TO SHOW CODE
 COMPLIANCE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 7) THE STRUCTURAL SHEET DOES NOT MENTION HOW THE 16
 INCH VENT THAT EXTENDS UP THE 3 STORY BUILDING AND 10
 FEET ABOVE THE PENTHOUSE LEVEL IS TO BE SECURED AGAINST
 HURRICANE FORCE WINDS (180 MPH VULT). SHEET M1.3 THE
 PENTHOUSE DETAIL MENTIONS THIS BUT NEITHER SHEET
 PROVIDES AN ENGINEERING DETAIL HOW THIS WILL BE
 ACCOMPLISHED.
 FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS,
 AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE
 EQUIPMENT ABOVE.
  
 2017 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.
  
 8) 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  


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