Plan Review Notes
Plan Review Notes For Permit 16030026
Permit Number 16030026
Review Stop B
Sequence Number 2
Notes
Date Text
2016-05-13 15:05:44BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16030026
 ADD: 425 24TH ST.
 CONT: CLEAR SPAN STRUCTURES, LLC
 TEL: 561-803-8100
 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.
  
 2ND REVIEW
 DATE: FRI. MAY 13/ 2016
 ACTION: DENIED
  
 BUILDING TYPE; III-A (PROTECTED)/ SPRINKLERED.
 PLEASE NOTE SHEETS LS-1 & A1 SHOWS PHASE III WITH A
 CONTINUATION OF WORK FROM PHASE II COVERED UNDER PERMIT
 12030123 (2007 FBC-B). UNDER THIS EDITION OF THE FBC
 CORRIDORS HAD TO BE FIRE RATING SO THE PHASE III PERMIT
 WILL CONTINUE THE 1 HOUR FIRE RATING OF THE NEW
 CORRIDORS.
  
 1) SHEET A1:
 1A-B) COMPLIED.
  
 1C) SEMI- COMPLIED. PLEASE NOTE SHEET A1 VERSES SHEET
 M-1, SHEET M-1 SHOWS DUCT BEING PARALLEL TO THE COMMON
 WALL BETWEEN ROOM 302 & 305 AS DEPICTED THE WALL GOES
 DIRECTLY THROUGH THE CENTER OF THE DUCT SINCE THE WALL
 TYPE B1 GOES ALL THE WAY TO THE UNDERSIDE OF THE ROOF
 DECK. THIS APPEARS TO BE A DISCREPANCY IN THE PLANS
 WHERE THE MAIN TRUNK LINE NEEDS TO BE SHIFTED TO EITHER
 SIDE OF WALL TYPE B1.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED, EITHER
 WALL B1 DOES NOT CONTINUE TO THE ROOF DECK AND WILL
 NEED BRACING OR THE DUCT PLACEMENT NEEDS TO BE MOVED.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 2) SHEET A2 SHOWS A SECTION THROUGH THE ROOF FOR THE
 CURB MOUNTED GRAVITY INTAKE VENTILATOR. PLEASE NOTE THE
 GRAVITY VENTILATOR WILL NEED TO SIT ON A CURB THAT IS
 MOUNTED TO THE ROOF FRAMING. THIS REVIEW NO CURB WAS
 SUBMITTED. PLEASE PROVIDE THE ATTACHMENT METHOD AND
 WIND DESIGN THAT SUPPORTS THE CURB AND GRAVITY
 VENTILATOR TO STAY IN PLACE IN A HIGH WIND EVENT.
 . 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?
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
  
 2A) SEMI-COMPLIED. , 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) (D) ROOFING PRODUCTS AND ASSEMBLIES/
 CURBS/ INTAKE AND ROOF TOP EXHAUST FANS.
 PLEASE PROVIDE THE CONNECTION FROM THE ROOF TOP CURB TO
 THE GRAVITY VENTILATOR.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2B COMPLIED. . 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 2C) COMPLIED. PLEASE PROVIDE DETAILS FOR THE FRAMING
 REQUIRED AROUND THE NEW OPENING IN THE ROOF SYSTEM.
 THIS FRAMING SHOULD TIE BACK INTO THE MWFRS, (MAIN WIND
 FORCE RESISTING SYSTEM).
  
 2D) SEE COMMENTS (2A-2C). FOR ALL ROOF TOP EQUIPMENT,
 CURBS & FANS DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB AND ROOF TOP FAN. 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?
  
 3) 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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