Plan Review Notes
Plan Review Notes For Permit 16020642
Permit Number 16020642
Review Stop B
Sequence Number 1
Notes
Date Text
2016-02-26 09:47:14BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16020642
 ADD: 421 BELVEDERE RD.
 CONT: L B ROWE
 TEL: 835-1499
 E-MAIL: ????????????
  
 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.
  
 1ST REVIEW
 DATE: FRI. FEB. 26/2014
 ACTION: DENIED
  
 1) SHEET 1.0A :
  
 1A) THERE IS A NOTE ON THIS SHEET DOUBLE 2 X 10 X18 FT
 ROOF JOIST AT 16 INCHES O.C.(TOTAL OF 18) FASTENED
 TOGETHER.
 THE PLANS INDICATE 10 DOUBLED JOIST. THE ABOVE
 STATEMENT DOES NOT MAKE IT CLEAR IF 9 DOUBLED JOIST ARE
 BEING REPLACED OR IF 18 DOUBLED JOIST ARE BEING
 REPLACED SINCE THE COUNT DIFFERS FROM WHAT IS SHOWN ON
 THE PLANS? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED. DISCREPANCY IN PLANS.
  
 1B) THIS SAME SHEET INDICATES THE INSTALATION OF DOUBLE
 2 X 10 X18 FT. ROOF JOIST AT 16 INCHES O.C. BUT THERE
 IS NO MENTION OF HOW THE JOIST ARE GOING TO BE FASTENED
 AT THE ENDS TO BECOME OF THE (MWFRS) MAIN WIND FORCE
 RESISTING SYSTEM AS WELL AS THE ROOF FRAMING THAT THE
 ROOF DIAPHRAGM WILL FASTEN INTO?
 2014 FBC-B 2309.9.3 JOIST HNGERS AND FRAMING ANCHORS.
 2304.10.3 ROOF FRAMING. EVERY ROOF GIRDER AND AT LEAST
 EVERY ALTERNATE ROOF BEAM SHALL BE ANCHORED TO ITS
 SUPPORTING MEMBER; AND EVERY MONITOR AND EVERY SAWTOOTH
 CONSTRUCTION SHALL BE ANCHORED TO THE MAIN ROOF
 CONSTRUCTION. SUCH ANCHORS SHALL CONSIST OF STEEL OR
 IRON BOLTS OF SUFFICIENT STRENGTH TO RESIST VERTICAL
 UPLIFT OF THE ROOF.
  
 1C) THE PLANS INDICATE THE USE OF DOUBLE 2 X 10 X 18
 FT. BUT THE DESIGNER OF RECORD DOES NOT INDICATE THE
 SPECIES OF WOOD, GRADE, NOR THE MODULUS OF ELASTICITY
 (E-VALUE) NOR THE (FB-VALUES BENDING) FOR SAWN LUMBER
 FRAMING MEMBERS. 2014 FBC-B 2307.1 LOAD & RESISTANCE
 FACTOR DESIGN. CLEAR SPAN NOT GIVEN AS WELL?
  
 1D) THE PLANS ALSO INDICATE THE REPLACEMENT OF THE ROOF
 SHEATHING BUT NO NAILING SCHEDULE FOR ROOF SHEATHING
 NAILING PATTERN WAS PROVIDED? 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED. FBC-B TABLE 2304.9.1 SEE
 FOOTNOTES "N & O".
  
 1E) ADDITIONAL INFORMATION REQUIRED 107.2.1.3. ON THIS
 PLAN THERE IS ON THE EAST WALL A WINDOW IDENTIFIED AS
 (1) AND A DOOR IDENTIFIED AS (5) BOTH OF THESE WERE IN
 THE FIRE AREA BUT THE PLANS AARE NOT CLEAR IF THESE
 AREAS WERE DESTROYED DURING THE FIRE AND WERE TO BE
 REPLACED.
 THE NORTH WALL IN THE FIRE AREA THERE IS A DASHED LINE,
 EITHER A DOOR OR WINDOW, PLEASE IDENTIFY, WAS THIS AREA
 ALSO BREACHED DURING THE FIRE?
  
 2) 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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