Plan Review Details - Permit 16031333
Plan Review Stops For Permit 16031333
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-05-02 Cont ID  
Sent By jwitmer Date 2016-05-02 Time 17:15 Rev Time 0.00
Received By jwitmer Date 2016-05-02 Time 16:55 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-04-04 Cont ID  
Sent By jwitmer Date 2016-04-04 Time 10:10 Rev Time 0.00
Received By jwitmer Date 2016-04-04 Time 09:50 Sent To  
Notes
2016-04-04 10:10:52BUILDING PLAN REVIEW
 W. P. B. REVISION: 16031333
 W. P. B. PERMIT: 15110492
 ADD: 6212 GEORGIA AVE.
 CONT: FLORIDA FILTRATION
 TEL: (561)582-5543
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W
 * 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2014
  
 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: MON. APRIL 04/ 2016
 ACTION: DENIED
  
 1) THE REVISION INDICATES THE PERSONNEL EXIT DOOR WAS
 RELOCATED TO THE SOUTHEND OF THE BUILDING. LOUVER WAS
 RELOCATED. PLEASE PROVIDE COMPLIANCE WITH:
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2014 104.9.1 USED
 MATERIALS AND EQUIPMENT. THE USE OF USED, RECYCLED, OR
 RECLAIMED MATERIALS WHICH MEET THE REQUIREMENTS OF THIS
 CODE FOR NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND
 DEVICES SHALL NOT BE REUSED UNLESS APPROVED BY THE
 BUILDING OFFICIAL.
  
  
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 1.2. RISK CATEGORY.
  
 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 2) NEW DOORS AND LOVERS WILL NEED TO COMPLY WITH: 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.
 (C) PANEL WALLS: WALL LOUVERS 48 X 48 INCH LOUVER.
  
 3)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.
  
 4) IF USED EQUIPMENT INFORMATION IS TO BE SUBMITTED FOR
 APPROVAL BY THE BUILDING OFFICAIL OR NEW MATERIALS THIS
 IS A METAL FRAME AND EXTERIOR TYPE OF BUILDING. PLEASE
 PROVIDE ENGINEERING AND FRAMING REQUIREMENTS FOR THE
 NEW OPENINGS AS WELL AS ENGINEERING FOR THE NEW
 GUARDRAIL FOR THE ROOF TOP. PROVIDE ENGINEERING
 ATTACHMENTS FOR THE GUARDRAIL SYSTEM TO THE MAIN
 WINDFORCE RESISTING SYSTEM.
  
 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION DOCUMENTS
 FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR WALL
 ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE
 WITH THIS CODE. THE CONSTRUCTION DOCUMENTS SHALL
 PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS
 REQUIRED, PRODUCT APPROVALS AND OR SHOP DRAWINGS.
  
  
 FBC-B 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50
 POUNDS PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE
 WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES
 AND GUARDS SHALL ALSO COMPLY WITH SECTION 2407.
  
 EXCEPTIONS: 2. IN GROUP F OCCUPANCY FOR AREAS THAT ARE
 NOT ACCESSIBLE TO THE GENERAL PUBLIC AND THAT HAVE AN
 OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL BE
 20 POUNDS PER FOOT (0.29 KN/ M).
  
 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND
 GUARDS SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED
 LOAD OF 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION
 4.5.1 OF ASCE 7.
  
 5) 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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]
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-05-16 Cont ID  
Sent By ccole Date 2016-05-16 Time 08:51 Rev Time 0.00
Received By ccole Date 2016-05-12 Time 15:31 Sent To  
Notes
2016-05-12 15:31:18RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-05-16 Cont ID  
Sent By ccole Date 2016-05-16 Time 08:51 Rev Time 0.00
Received By ccole Date 2016-04-26 Time 14:01 Sent To  
Notes
2016-04-26 14:01:47RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-04-04 Cont ID  
Sent By jwitmer Date 2016-04-04 Time 10:11 Rev Time 0.00
Received By jwitmer Date 2016-03-29 Time 15:32 Sent To  
Notes
2016-03-29 15:33:25CCOLE'S DESK
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-05-16 Cont ID  
Sent By ccole Date 2016-05-16 Time 08:51 Rev Time 0.00
Received By ccole Date 2016-05-16 Time 08:51 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-04-26 Cont ID  
Sent By ccole Date 2016-04-26 Time 17:43 Rev Time 0.00
Received By ccole Date 2016-04-26 Time 17:43 Sent To  
Notes
2016-04-26 17:55:282ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16031333
 4/26/16
  
 1) THE RE-SUBMITTED PLANS DO NOT INDICATE AN AIR SPACE
 FOR MAKEUP AIR FLOW THROUGH THE SIDEWALL LOUVER TO THE
 FRONT DOORS AND FILTERS OF THE SPRAY BOOTH- THE BOOTH
 IS STILL SHOWN DIRECTLY AGAINST THE WALL. THE SUBMITTED
 LETTER FROM FLORIDA FILTRATION & SPRAY BOOTH SERVICES
 INDICATING THAT AN 18" AIR SPACE EXISTS BETWEEN THE
 BOOTH AND THE WALL WAS NOT SIGNED BY THE DESIGN
 PROFESSIONAL OF RECORD.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-03-31 Cont ID  
Sent By ccole Date 2016-03-31 Time 08:13 Rev Time 0.00
Received By ccole Date 2016-03-31 Time 08:13 Sent To  
Notes
2016-03-31 08:37:441ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16031333
 3/31/16
  
 1) A REVISION TO THE SUBMITTED MANUFACTURERS'S
 SPECIFICATIONS MUST BE SUBMITTED TO SHOW THE MODIFIED
 BOOTH PANEL WITH THE NEW 48"X48" MAKE-UP AIR OPENING.
 THE SPECS MUST SHOW THE REQUIRED FIRE DAMPER AND AIR
 FILTRATION COMPONENTS, AND INSTALLATION DETAILS MUST BE
 PROVIDED TO SHOW HOW A CONTINUOUS AIR-TIGHT AND
 WEATHER-TIGHT OPENING FROM INSIDE THE BOOTH TO THE
 EXTERIOR OF THE BUILDING WILL BE CONSTRUCTED.
 2) PROVIDE STRUCTURAL DRAWINGS FOR INSTALLATION OF THE
 48"X48"" OPENING IN THE EXTERIOR WALL.
 3) PROVIDE TWO COPIES OF A MIAMI-DADE NOA OR FL.
 PRODUCT APPROVAL FOR THE 48"X48" LOUVER REVIEWED AND
 APPROVED WITH SIGNATURE BY THE ENGINEER OF RECORD.
 4) PROVIDE ENGINEERED STRUCTURAL DETAILS FOR
 INSTALLATION OF THE ROOF GUARDS.
  
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  


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