Plan Review Details - Permit 16030363
Plan Review Stops For Permit 16030363
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-04-06 Cont ID  
Sent By jwitmer Date 2016-04-06 Time 07:45 Rev Time 0.00
Received By jwitmer Date 2016-04-06 Time 07:15 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-03-14 Cont ID  
Sent By jwitmer Date 2016-03-14 Time 12:15 Rev Time 0.00
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Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-03-30 Cont ID  
Sent By vperez Date 2016-03-30 Time 10:37 Rev Time 0.00
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Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-03-14 Cont ID  
Sent By vperez Date 2016-03-14 Time 07:54 Rev Time 0.00
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Notes
2016-03-14 07:54:55INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE CLARIFY THE RISER DIAGRAM SHOWS SERVICE
 CONDUCTORS ROUTED TO FPL TRANSFORMER AND NOT TAPED IN
 EXISTING GUTTER. IF THE TAP OCCURS IN THE GUTTER PLEASE
 SHOW AS SUCH AND DELETE ONE LINE STRAIGHT TO
 TRANSFORMER. FBC 107.3.5
 2. ADD A NOTE TO RISER DIAGRAM TO INDICATE NEC 110.16
 ARC-FLASH WARNING LABELS REQUIRED AND NEC 110.24
 REQUIREMENTS AVAILABLE FAULT CURRENTS. A NOTE WILL
 SUFFICE.
 3. FURTHER COMMENTS MAY FOLLOW UPON RESUBMITTAL. FEEL
 FREE TO CONTACT ME AT THE NUMBER BELOW, SHOULD YOU HAVE
 ANY QUESTIONS OR CONCERNS.
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-03-31 Cont ID  
Sent By pleduc Date 2016-03-31 Time   Rev Time 0.00
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Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-03-16 Cont ID  
Sent By pleduc Date 2016-03-16 Time   Rev Time 0.00
Received By pleduc Date 2016-03-16 Time 15:31 Sent To PC
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-04-07 Cont ID  
Sent By gjohnson Date 2016-04-07 Time 15:15 Rev Time 0.00
Received By gjohnson Date 2016-03-28 Time 16:07 Sent To  
Notes
2016-03-28 16:07:43C29
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-16 Cont ID  
Sent By pleduc Date 2016-03-16 Time   Rev Time 0.00
Received By pleduc Date 2016-03-08 Time 09:20 Sent To  
Notes
2016-03-14 07:56:003/14 TO C11
2016-03-09 09:20:21C11
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-03-14 Cont ID  
Sent By jwitmer Date 2016-03-14 Time 12:07 Rev Time 0.00
Received By jwitmer Date 2016-03-14 Time 12:07 Sent To  
Notes
2016-03-14 12:05:33BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16030363
 ADD: 901 NORTHPOINT PKWY. SUITE 105-107
 CONT: CUTTING EDGE BUILDING SYSTEMS, INC.
 TEL: 561-625-4545
 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: MON. MARCH 14/ 2016
 ACTION: DENIED
  
 1) SHEET A-1 NOTE F INDICATES THIS EXTERIOR WALL TO BE
 INFILLED. SHEET A2 DETAIL # 2 INDICATES A EXTERIOR
 OPENING IS TO BE INFILLED WITH BLOCK:
  
 1A) THERE IS A NOTE WITHIN THEBLOCK WALL INFILE THERE
 IS TO ALSO BE 8X8 INCH GLASS BLOCK. PLEASE NOT THERE
 HAS BEEN NO PRODUCT APPROVALS BUSMITTED FOR THIS
 NEWWINDOW OPENING. 2014 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)(B)
 WINDOWS.
  
 1B) 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.
  
 1C) IN THE DETAIL THERE IS A NOTE ABOUT 3 CONCRETE
 POURS. THE PLANS DO NOT INDICATE IF THESE ARE TO BE
 INFILE REINFORCED COLOUMN BLOCK, NOR DOES THE PLANS
 INDICATE THE SIZE OF THE REINFORCING BARS NOR DOES THE
 PLANS INDICATE HOW FAR INTO THE CONCRETE THE
 RE-INFORCING BARS ARE TO BE ENBEDDED. THE PLANS ARE
 ALSO DEFICIENT AS TO THE TYPE OF ADHESIVE TO BE USED ON
 THE REINFORCED REBARS. THIS WALL SECTION IS TO BECOME
 PART OF THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM).
 2107.2.1 LAP SPLICES.
  
 1D) THE PLANS ARE ALSO DEFICIENT NOT GIVING HOW OFTEN
 HORIZONTAL JOINT RE-INFORCEMENT IS TO BE PLACED IN THE
 MASONRY WALL. ACI 530 / 12.7.4.
  
 2A) SHEET A-1 DOOR 16 IS TO BE REPLACED. SHEET A-2 THE
 DOOR SCHEDULE, DOOR # 16 INDICATES THE CONTRACTOR TO
 SUBMIT PRODUCT APPROVAL FOR THE REPLACED DOOR. 2014
 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.
  
  
 2B )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) THE PLANS DO NOT PROVIDE THE WIND DESIGN CRITERIA
 FOR THE NEW OPENINGS. 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. 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.
  
 2. RISK CATEGORY.
  
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 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.
  
 3) NEITHER A1 NOR THE LS1 SHEET SHOW ELEVATIONS OF THE
 BREAK ROOM. THE ELECTRICAL SHEETS DO INDICATE THERE IS
 AN ELECTRICAL CIRCUIT FOR A MICROWAVE, PLEASE SHOW
 COMPLIANCE WITH : 2014 FBC-ACCESSIBILITY CODE:
  
 308.2.2 FOWARD. OBSTRUCTED HIGH REACH. WHERE A HIGH
 FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR
 SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE
 NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE
 OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES
 (1220 MM) MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES
 (510 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20
 INCHES (510 MM), THE HIGH FORWARD REACH SHALL BE 44
 INCHES (1120 MM) MAXIMUM AND THE REACH DEPTH SHALL BE
 25 INCHES (635 MM) MAXIMUM.
  
 308.3.2 SIDE. OBSTRUCTED HIGH REACH. WHERE A CLEAR
 FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN
 ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,
 THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865
 MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE
 24 INCHES (610 MM) MAXIMUM. THE HIGH SIDE REACH SHALL
 BE 48 INCHES (1220 MM) MAXIMUM FOR A REACH DEPTH OF 10
 INCHES (255 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS
 10 INCHES (255 MM), THE HIGH SIDE REACH SHALL BE 46
 INCHES (1170 MM) MAXIMUM FOR A REACH DEPTH OF 24 INCHES
 (610 MM) MAXIMUM.
  
 309 OPERABLE PARTS
 309.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL
 BE PROVIDED.
  
 309.3 HEIGHT.
 OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF
 THE REACH RANGES SPECIFIED IN 308.
  
 4) 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]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-03-29 Cont ID  
Sent By ccole Date 2016-03-29 Time 10:07 Rev Time 0.00
Received By ccole Date 2016-03-29 Time 10:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-03-15 Cont ID  
Sent By ccole Date 2016-03-15 Time 10:47 Rev Time 0.00
Received By ccole Date 2016-03-15 Time 10:47 Sent To  
Notes
2016-03-15 11:07:251ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16060363
 3/15/16
  
 1) PLEASE CLARIFY HOW AIR FORM OFFICE 103 & 104 IS
 BEING RETURNED TO AHU-6.
 2) THE TRANSFER DUCTS FROM OFFICES 106, 107, 116, 120,
 121, 123, & 124 ARE UNDERSIZED PER SECTION 601.5 FBC-14
 MECHANICAL: TRANSFERS MUST BE SIZED 1.5 TIMES THE
 CROSS-SECTIONAL AREA OF THE SUPPLY DUCT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-04-07 Cont ID  
Sent By gjohnson Date 2016-04-07 Time 15:15 Rev Time 0.00
Received By gjohnson Date 2016-04-07 Time 15:15 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-03-16 Cont ID  
Sent By gjohnson Date 2016-03-16 Time 14:40 Rev Time 0.00
Received By gjohnson Date 2016-03-16 Time 14:40 Sent To  
Notes
2016-03-16 14:52:161ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. SHOW LOCATION OF WATER HEATER PAN DRAIN TERMINATION
 ON SANITARY RISER IT IS SHOWN ON WATER RISER
 TERMINATING INTO HUB DRAIN PLEASE CLARIFY.
 PER WPB AMEND. TO FBC 107.2.1
 2. PLEASE INDICATE MOUNTING HEIGHT OF GRAB BARS FROM
 TOP OF GRIPPING SURFACE.PER FBC ACC. SEC. 609.4
 3. SHOW TOILET 16-18" OFF SIDE WALL TO COMPLY WITH FBC
 ACC SEC. 604.2
 4. PROVIDE BACKFLOW PROTECTION FOR ICE MAKERS.
 PER FBC PL SEC. 608.3


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