Plan Review Notes
Plan Review Notes For Permit 15090611
Permit Number 15090611
Review Stop B
Sequence Number 3
Notes
Date Text
2016-01-13 12:31:50BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090611
 ADD: 4912 S DIXIE
 CONT: LEIGHTON MCGINN
 TEL: (561)863-4455
 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: WED. JAN. 13/ 2016
 ACTION: DENIED
  
 NOTE: NEW DESIGN. THE RESPONSE COMMENTS INDICATE THE
 PLANNED CONCEPT HAS CHANGED, THE ADDITION OF A
 MEZZANINE LEVEL AND WORK WITHIN THE 2ND FLOOR R3
 OCCUPANCY. THE CONTRACTOR HAS NOT SHOWN AN INCREASE IN
 SCOPE ON THE APPLICATION NOR HAS THE DOLLAR AMOUNT
 INCREASE FOR THE ADDITIONAL WORK!!!!!
  
 1-5) COMPLIED
  
 6) SHEET LS1 THE CODE ANALYSIS WILL NEED TO PROVIDE THE
 TRIBUTARY AREA OF WALL AREA BEING CONSIDERED, FACING
 THE NORTH ELEVATION. IT APPEARS THERE IS APPROXIMATELY
 508 SQ. FT. OF WALL AREA, (DO NOT INCLUDE PARAPET ABOVE
 THE ROOF LINE). 10% OF THE WALL WOULD ALLOW 50.8 SQ.
 FT. OF UNPROTECTED OPENINGS. FOR ADDITIONAL OPENINGS
 SEE FBC-B 705.8.4 FOR MIXED OPENINGS.
 2014 FBC-B TABLE 602 FOR 10 FEET OR LESS REQUIRES A 1
 HOUR FIRE RATED WALL AND PLEASE REVIEW ALLOWABLE
 OPENINGS IN TABLE 705.8 PROVIDE THE PERCENTAGE OF
 OPENINGS INDICATED IN THE NORTH WALL.
  
 7) SHEET A5.0 & A5.1 SHOW NEW CLEARSTORY WINDOW
 OPENINGS (NOTE # 3) WITHIN THE BLOCK WALL BUT THERE ARE
 NO DETAILS AS TO HOW THE BLOCK ABOVE THE NEW OPENING
 WILL BE HELD IN PLACE. THE STRUCTURAL SHEETS S1 NOR S2
 DEPICT THESE WINDOWS. NO LINTELS OR BEAMS AND COLUMNS
 FOUND ON THE STRUCTURAL SHEETS, PART OF THE MAIN WIND
 FORCE RESISTING SYSTEM.
  
 SHEET S1.0 IN THE NORTH WALL APPEARS TO HAVE OTHER
 OPENING LOCATIONS IN THE WALL VERSES THE CLEARSTORY
 WINDOW OPENINGS.
  
 8-9) COMPLIED. SHEET A11.0 THE ROOF AND WALL PRESSURES
 ARE TAKEN AT 20 FEET PLEASE REVIEW SHEETS A5.0 AND A5.1
 INDICATE THE ROOF HEIGHT AT 22FEET.
  
 10) SEMI- COMPLIED. 2010 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. OVERHEAD DOORS, METAL CLAD OR
 SOLID EXTERIOR WOOD DOORS.
 (B) WINDOWS COMPLIED.
 (C) STOREFRONTS, , WALL LOUVERS, COMPLIED.
 (D) ROOFING PRODUCTS AND ASSEMBLIES SUBMITTED NOT
 REVIEWED, SPACING OF BAR JOIST NOT SUBMITTED.
 SKYLIGHTS: COMPLIED.
 ROOFTOP A/C STANDS. COMPLIED.
 NEW INTAKE & EXHAUST FAN CURBS : NO SUBMITTALS
 ROOF TOP A/C CURBS: NO SUBMITTALS
  
 11) COMPLIED. REQUIREMENT FOR AT LEAST ONE WINDOW IN
 EACH SLEEPING ROOM COMPLY WITH 1029.1 & 1029.2.
  
 12) SHEET A6.1 INDICATES NEW EXTERIOR STAIRS BUT THERE
 IS NO DESIGN CRITERIA FOR THE FABRICATOR. 2014 FBC-B
 TABLE 1607.1. SHEET S4.0 DESIGN LOAD SCHEDULE DOES NOT
 SHOW THE LIVE LOADS FOR THE 2ND FLOOR R3 RESIDENTIAL
 UNIT, STORAGE MEZZANINE LIGHT OR HEAVY NOR THE EXTERIOR
 STAIRS.
  
 14) ENERGY COMPLIANCE FORM: SEE MECHANICAL COMMENTS.
  
 15) SITE PLAN: THE NEW ACCESSIBLE PARKING ON THE EAST
 SIDE OF THE BUILDING WILL MEET THE WIDTH AND LENGTH
 ELEMENTS FOR BOTH THE PARKING SPACE AND ACCESS AISLE.
 THE MARKING OF SUCH SPACES IS TO COMPLY WITH 2014
 ACCESSIBILITY CODE 502.3.3. SEE W.P.B. MUNI CODE
 94-485.
 PROVISO: TO BE A JOBSITE CONDITION: 502.4.SLOPES NOT
 GREATER THAN 1:48 SHALL BE PERMITTED.
  
 16) NEW COMMENTS: SHEET S.1:
 16A) VERTICAL REBAR SPACING FOR THE 1ST FLOOR IS
 PROVIDED BY WALL TYPE TAGS SEE S.4 BUT THERE IS NO WALL
 IDENTIFICATION TAGS FOUND ON SHEETS S.2 OR S.3?
 ADDITIONAL INFORMATION IS REQUIRED, 107.2.1.3. PART OF
 THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM).
  
 16B) SHEET S1 THE STAIRS TO THE MEZZANINE LEVEL SHOW
 HIDDEN LINES AS IF BELOW FOR INSET EXTERIOR DOORS?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 17) NOTE ALL NEW STRUCTURAL SHEETS THE SIZE OF THE
 ENGINEERS SEAL IS ANYWHERE FROM 7/8 INCH IN DIAMETER TO
 APPROXIMATELY 1 3/8 INCHES IN DIAMETER.
 61G15-23.001 ENGINEERS SEALS ACCEPTABLE TO THE BOARD.
 SAID SEAL SHALL BE A MINIMUM OF 1 7/8 INCHES IN
 DIAMETER, TO SAY LICENSE NOT CERTIFICATE. ALL ENGINEERS
 MUST BE UTILIZING SAID SEAL NO LATER THAN JANUARY 1,
 2006.
  
 18) ALL NEW STRUCTURAL SHEETS, THE ENGINEERS SIGNATURE,
 IS A COPIED SIGNATURE ON ALL OF THE SHEETS.
 61G15-23.002(2) FL. ADMIN. CODE.
  
 19) ADDITIONAL SQUARE FOOTAGE IS BEING ADDED, IMPACT
 FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED,
 IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. THE
 ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 20) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  


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