Plan Review Details - Permit 16030222
Plan Review Stops For Permit 16030222
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-11-29 Cont ID  
Sent By jwitmer Date 2016-11-29 Time 15:05 Rev Time 0.00
Received By jwitmer Date 2016-11-29 Time 13:02 Sent To Z
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2016-10-31 Cont ID  
Sent By   Date 2016-10-31 Time   Rev Time 0.00
Received By   Date 2016-10-31 Time 07:31 Sent To  
Notes
2016-10-31 07:53:02BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16030222
 ADD: 5400 EAST AVENUE
 CONT: STUART & SHELBY DEVELOPMENT
 TEL: 561-637-7902
 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.
  
  
  
 4TH REVIEW
 DATE: MON. OCT. 31/ 2016
 ACTION: DENIED
  
 NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH RESPECT
 TO EVALUATION OF DESIGN PROFESSIONALS? DOCUMENTS, IF A
 LOCAL GOVERNMENT FINDS IT NECESSARY, IN ORDER TO
 ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING CODE AND
 ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS REQUIRED BY
 THE CODE THREE OR MORE TIMES FOR FAILURE TO CORRECT A
 CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY NOTED IN
 EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, EGRESS,
 FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
  
 1-3) COMPLIED.
  
 4A) 4TH REQUEST!!!!!! THE CITY IS IN RECEIPT OF THE
 FLOOD ZONE CERTIFICATE FOR 5400 EAST AVE. SURVEYORS
 NAME: JAMES G. PEDEN, JR. DATED 6/12/2015. PLEASE NOTE
 THIS CERTIFICATE IS NOT SIGNED NOR SEALED BY THE
 SURVEYOR. SURVEYORS: F. S. 472.025 SEALS. THE FINISH
 FLOOR IS GIVEN AT ELEVATION 17.1 FT. NGVD. PLEASE ALSO
 NOTE THE SUBMITTED
 ELEVATION CERTIFICATE IS ALSO MARKED FINISH
 CONSTRUCTION SEE LINE C1 OF CERTIFICATE. THIS 1ST
 ELEVATION CERTIFICATE SHOULD BE MARKED CONSTRUCTION
 DRAWINGS. THE CERTIFICATE SHOULD READ CONSTRUCTION
 DRAWINGS.
  
  
  
 4B-E) COMPLIED.
  
 1ST ROUND COMMENT. 4) PLEASE NOTE THIS PROPERTY IS
 LOCATED WITHIN AN AH FLOOD ZONE. FBC BUILDING 1612 AND
 CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES OF ELEVATION.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (2) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 2ND FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31/2015
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5-8) COMPLIED.
  
 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 B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-09-07 Cont ID  
Sent By jwitmer Date 2016-09-07 Time 14:01 Rev Time 0.00
Received By jwitmer Date 2016-09-07 Time 12:02 Sent To  
Notes
2016-09-07 14:01:29BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16030222
 ADD: 5400 EAST AVENUE
 CONT: STUART & SHELBY DEVELOPMENT
 TEL: 561-637-7902
 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. SEPT. 07/ 2016
 ACTION: DENIED
  
 1-3) COMPLIED.
  
 4A) 3RD REVIEW. FLOOD ZONE COMMENT. THE CITY IS IN
 RECEIPT OF THE FLOOD ZONE CERTIFICATE FOR 5400 EAST
 AVE. SURVEYORS NAME: JAMES G. PEDEN, JR. DATED
 6/12/2015. PLEASE NOTE THIS CERTIFICATE IS NOT SIGNED
 NOR SEALED BY THE SURVEYOR. SURVEYORS: F. S. 472.025
 SEALS. THE FINISH FLOOR IS GIVEN AT ELEVATION 17.1 FT.
 NGVD.
  
 4B) 3RD REVIEW. SCOPE OF PROJECT WAS REDUCED FROM
 $1,075,000.00 DOLLARS TO $998,616.00 IN VALUE. PLEASE
 SUBMIT ON THE CONTRACTORS LETTERHEAD AN ITEMIZED LIST
 AND DOLLAR AMOUNT WHERE THE SCOPE OF WORK WAS REDUCED
 TO UNDER THE 50% OF THE MARKET VALUE.
  
 2ND REVIEW COMMENT. THE CITY HAS ALSO REVIEWED THE
 BUILDING EVALUATION REPORT PREPARED BY BOYLE & DRAKE
 INC. LISTING THE MARKET VALUE OF THE STRUCTURE AT
 $2,435,000.00 DOLLARS. 50% OF THE MARKET VALUE IS
 $1,217,500.00 DOLLARS.
  
 4C) THE CITY?S MUNI CODE UNDER THE DEFINITION OF
 SUBSTANTIAL IMPROVEMENT IS FOUND UNDER ARTICLE XIX
 DEFINITIONS, SECTION 94-611.
 SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF
 REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO
 A STRUCTURE, TAKING PLACE DURING THE LIFE OF A
 STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR
 EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE
 THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START
 OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF
 DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE
 OCCURRING. FOR THE PURPOSES OF THIS DEFINITION,
 "SUBSTANTIAL IMPROVEMENT" IS CONSIDERED TO OCCUR WHEN
 THE FIRST ALTERATION OF ANY WALL, CEILING, FLOOR, OR
 OTHER STRUCTURAL PART OF THE BUILDING COMMENCES,
 WHETHER OR NOT THAT ALTERATION AFFECTS THE EXTERNAL
 DIMENSIONS OF THE STRUCTURE. THE TERM "SUBSTANTIAL
 IMPROVEMENT" DOES NOT, HOWEVER, INCLUDE ANY IMPROVEMENT
 OF A STRUCTURE TO COMPLY WITH EXISTING HEALTH,
 SANITARY, OR SAFETY CODES WHICH ARE SOLELY NECESSARY TO
 ENSURE SAFE LIVING CONDITIONS.
  
 4D) SINCE SUBSTANTIAL IMPROVEMENT HAS BEEN MET WITH THE
 RENOVATION PERMIT (01040625/ VALUE OF
 $150,000.00)TO THIS BUILDING. $1,075,000 (APPLIED
 PERMIT VALUE) + $150,000.00 = $ 1,225,000.00 WHICH IS
 GREATER THAN $1,217,500.00 OR 50% OF THE STRUCTURE
 SUBSTANTIAL IMPROVEMENT HAS BEEN MET.
  
 4E) SINCE IS A COMMERCIAL BUILDING ( NONRESIDENTIAL)
 FLOOD PROOFING IS A OPTION TO MEET CODE COMPLIANCE.
 WEST PALM BEACH MUNI CODE:
 SEC. 94-546 (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE
 FLOOD ELEVATION PROVIDED. (2) NONRESIDENTIAL
 CONSTRUCTION.
 ALL NEW CONSTRUCTION OR SUBSTANTIAL IMPROVEMENT OF ANY
 COMMERCIAL, INDUSTRIAL OR OTHER NONRESIDENTIAL
 STRUCTURE SHALL EITHER HAVE THE LOWEST FLOOR, INCLUDING
 BASEMENT, ELEVATED TO THE LEVEL OF SIX INCHES ABOVE THE
 BASE FLOOD ELEVATION OR, TOGETHER WITH ATTENDANT
 UTILITY AND SANITARY FACILITIES, BE FLOODPROOFED SO
 THAT BELOW SIX INCHES ABOVE THE FLOOD BASE LEVEL THE
 STRUCTURE IS WATERTIGHT, WITH WALLS SUBSTANTIALLY
 IMPERMEABLE TO THE PASSAGE OF WATER AND WITH STRUCTURAL
 COMPONENTS HAVING THE CAPABILITY OF RESISTING
 HYDROSTATIC AND HYDRODYNAMIC LOADS AND EFFECTS OF
 BUOYANCY. A REGISTERED PROFESSIONAL ENGINEER OR
 ARCHITECT SHALL CERTIFY THAT THE STANDARDS OF THIS
 SUBSECTION ARE SATISFIED. SUCH CERTIFICATION SHALL BE
 PROVIDED TO THE CITY ENGINEER.
  
 1ST ROUND COMMENT. 4) PLEASE NOTE THIS PROPERTY IS
 LOCATED WITHIN AN AH FLOOD ZONE. FBC BUILDING 1612 AND
 CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES OF ELEVATION.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (2) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 2ND FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31/2015
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5-8) COMPLIED.
  
 9) 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]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-06-16 Cont ID  
Sent By jwitmer Date 2016-06-16 Time 13:31 Rev Time 0.00
Received By jwitmer Date 2016-06-16 Time 09:40 Sent To  
Notes
2016-06-16 13:31:39BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16030222
 ADD: 5400 EAST AVENUE
 CONT: STUART & SHELBY DEVELOPMENT
 TEL: 561-637-7902
 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: THURS. JUNE 16/ 2016
 ACTION: DENIED
  
 1)SHEET A9 INDICATES THE WINDOW AND EXTERIOR DOOR
 POSITIVE & NEGATIVE PRESSURES. PLEASE PROVIDE WHERE THE
 WIND DESIGN CRITERIA CAN BE LOCATED IN THE PLANS.
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
  
  
 2A) SEMI- REQUIRED, PLEASE CIRCLE WHICH APPLICATION
 METHOD WILL BE USED TO INSTALL THIS TYPE SHUTTER.
 SHEET A7 SHOWS A WHITE BAHAMA STYLE SHUTTER, PLEASE
 PROVIDE IF THIS RIGID AWNING WILL STAY AS POSITIONED OR
 REPOSITIONED TO CLOSE AN OPENING WHEN THE BUILDING IS
 UNATTENDED OR ACT AS A STORM SHUTTER, THE DESIGN IN THE
 CLOSED POSITION SHALL ALSO COMPLY WITH CHAPTER 16 AND
 SHALL BE IMPACT RESISTANT IN ACCORDANCE WITH SECTION
 1609.1.2 FBC-B.
  
 2B) NEW COMMENT. SUBMITTED FLORIDA PRODUCT APPROVAL
 TRULITE 351 SERIES ALUM OUTSWING DRY GLAZED DOORS FL#
 17086 DOES NOT HAVE THE FLORIDA COVERSHEET SHOWING IT
 IS STILL AN APPROVED REPORT. THIS REPORT NOT LISTED ON
 THE FLORIDA APPROVAL WEBSITE. COMPLIANCE WITH 2014
 FBC-B 1609.4.4.1.
  
 3) COMPLIED. 2008 MIST DRYSTACK LEDGESTONE OWENS
 CORNING.
  
 4A) FLOOD ZONE COMMENT. THE CITY IS IN RECEIPT OF THE
 FLOOD ZONE CERTIFICATE FOR 5400 EAST AVE. SURVEYORS
 NAME: JAMES G. PEDEN, JR. DATED 6/12/2015. PLEASE NOTE
 THIS CERTIFICATE IS NOT SIGNED NOR SEALED BY THE
 SURVEYOR. SURVEYORS: F. S. 472.025 SEALS. THE FINISH
 FLOOR IS GIVEN AT ELEVATION 17.1 FT. NGVD.
  
 4B) THE CITY HAS ALSO REVIEWED THE BUILDING EVALUATION
 REPORT PREPARED BY BOYLE & DRAKE INC. LISTING THE
 MARKET VALUE OF THE STRUCTURE AT $2,435,000.00 DOLLARS.
 50% OF THE MARKET VALUE IS $1,217,500.00 DOLLARS.
  
 4C) THE CITY?S MUNI CODE UNDER THE DEFINITION OF
 SUBSTANTIAL IMPROVEMENT IS FOUND UNDER ARTICLE XIX
 DEFINITIONS, SECTION 94-611.
 SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF
 REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO
 A STRUCTURE, TAKING PLACE DURING THE LIFE OF A
 STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR
 EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE
 THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START
 OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF
 DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE
 OCCURRING. FOR THE PURPOSES OF THIS DEFINITION,
 "SUBSTANTIAL IMPROVEMENT" IS CONSIDERED TO OCCUR WHEN
 THE FIRST ALTERATION OF ANY WALL, CEILING, FLOOR, OR
 OTHER STRUCTURAL PART OF THE BUILDING COMMENCES,
 WHETHER OR NOT THAT ALTERATION AFFECTS THE EXTERNAL
 DIMENSIONS OF THE STRUCTURE. THE TERM "SUBSTANTIAL
 IMPROVEMENT" DOES NOT, HOWEVER, INCLUDE ANY IMPROVEMENT
 OF A STRUCTURE TO COMPLY WITH EXISTING HEALTH,
 SANITARY, OR SAFETY CODES WHICH ARE SOLELY NECESSARY TO
 ENSURE SAFE LIVING CONDITIONS.
  
 4D) SINCE SUBSTANTIAL IMPROVEMENT HAS BEEN MET WITH THE
 RENOVATION PERMIT (01040625/ VALUE OF
 $150,000.00)TO THIS BUILDING. $1,075,000 (APPLIED
 PERMIT VALUE) + $150,000.00 = $ 1,225,000.00 WHICH IS
 GREATER THAN $1,217,500.00 OR 50% OF THE STRUCTURE
 SUBSTANTIAL IMPROVEMENT HAS BEEN MET.
  
 4E) SINCE IS A COMMERCIAL BUILDING ( NONRESIDENTIAL)
 FLOOD PROOFING IS A OPTION TO MEET CODE COMPLIANCE.
 WEST PALM BEACH MUNI CODE:
 SEC. 94-546 (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE
 FLOOD ELEVATION PROVIDED. (2) NONRESIDENTIAL
 CONSTRUCTION.
 ALL NEW CONSTRUCTION OR SUBSTANTIAL IMPROVEMENT OF ANY
 COMMERCIAL, INDUSTRIAL OR OTHER NONRESIDENTIAL
 STRUCTURE SHALL EITHER HAVE THE LOWEST FLOOR, INCLUDING
 BASEMENT, ELEVATED TO THE LEVEL OF SIX INCHES ABOVE THE
 BASE FLOOD ELEVATION OR, TOGETHER WITH ATTENDANT
 UTILITY AND SANITARY FACILITIES, BE FLOODPROOFED SO
 THAT BELOW SIX INCHES ABOVE THE FLOOD BASE LEVEL THE
 STRUCTURE IS WATERTIGHT, WITH WALLS SUBSTANTIALLY
 IMPERMEABLE TO THE PASSAGE OF WATER AND WITH STRUCTURAL
 COMPONENTS HAVING THE CAPABILITY OF RESISTING
 HYDROSTATIC AND HYDRODYNAMIC LOADS AND EFFECTS OF
 BUOYANCY. A REGISTERED PROFESSIONAL ENGINEER OR
 ARCHITECT SHALL CERTIFY THAT THE STANDARDS OF THIS
 SUBSECTION ARE SATISFIED. SUCH CERTIFICATION SHALL BE
 PROVIDED TO THE CITY ENGINEER.
  
 1ST ROUND COMMENT. 4) PLEASE NOTE THIS PROPERTY IS
 LOCATED WITHIN AN AH FLOOD ZONE. FBC BUILDING 1612 AND
 CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES OF ELEVATION.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (2) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 2ND FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31/2015
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5)SEMI-COMPLIED. THE SUBMITTED WIND ENGINEERING FOR THE
 RTU'S AND CURBS IS INCOMPLETE.
 A) THE SUBMITTAL IS ONLY FOR THE LENNOX UNIT RTU-9. THE
 CARRIER UNIT RTU-7 WAS NOT INCLUDED.
 B) THE LENNOX SUBMITTAL DOES NOT INCLUDE THE CURB AND
 CURB ATTACHMENT TO THE STRUTURE.
 C) THE SUBMITTAL WAS A COPY AND DID NOT HAVE AN
 ORIGINAL SIGNATURE AND SEAL. FL ADMIN CODE 61G15-23.002
 ENGINEERS.
  
 COMMENT 1ST ROUND REVIEW, SHEET M1.1 SHOWS A NEW ROOF
 TOP RTU # 9 PLEASE PROVIDE ENGINEERING FOR THE FRAMING
 AROUND THE NEW ROOF TOP HOLE FOR THIS UNIT. ALSO
 PROVIDE THE MANUFACTURERS INSTALLATION INSTRUCTIONS, IF
 A PRODUCT APPROVAL PLEASE PROVIDE AS WELL AS THE TIE
 DOWN OF THE RTU TO THE CURB.
 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/ ROOF TOP
 FANS
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 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.
  
 6) 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.
  
 7) COMPLIED. NOT REQUIRED. FBC-B 1509.6 MECHANICAL
 EQUIPMENT SCREENS.
  
 8) COMPLIED. 2014 FBC-ACCESSIBILITY CODE904.5.2 TRAY
 SLIDES.
  
 9) 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]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-03-21 Cont ID  
Sent By jwitmer Date 2016-03-21 Time 06:44 Rev Time 0.00
Received By jwitmer Date 2016-03-18 Time 11:20 Sent To  
Notes
2016-03-21 06:40:40BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16030222
 ADD: 5400 EAST AVENUE
 CONT: STUART & SHELBY DEVELOPMENT
 TEL: 561-637-7902
 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.
  
 1ST REVIEW
 DATE: FRI. MARCH 18/ 2016
 ACTION: DENIED
  
 1) SHEET A9 INDICATES THE WINDOW AND EXTERIOR DOOR
 POSITIVE & NEGATIVE PRESSURES. PLEASE PROVIDE WHERE THE
 WIND DESIGN CRITERIA CAN BE LOCATED IN THE PLANS.
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 1.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 1.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 1.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 1.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2.
 ASCE 7-10.
  
 1.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2).
  
 2) SHEET A7 SHOWS A WHITE BAHAMA STYLE SHUTTER, PLEASE
 PROVIDE IF THIS RIGID AWNING WILL STAY AS POSITIONED OR
 REPOSITIONED TO CLOSE AN OPENING WHEN THE BUILDING IS
 UNATTENDED OR ACT AS A STORM SHUTTER, THE DESIGN IN THE
 CLOSED POSITION SHALL ALSO COMPLY WITH CHAPTER 16 AND
 SHALL BE IMPACT RESISTANT IN ACCORDANCE WITH SECTION
 1609.1.2 FBC-B.
  
 3) SHEET A7 & 8 BOTH SHOW DETAILS OF CULTURED STONE
 VENEER 2008 MIST DRYSTACK LEDGESTONE OWENS CORNING.
 PLEASE SUBMIT THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS. THE PLANS DO NOT INDICATE IF THE STONE IS
 ATTACHED OR ADHERED. PLEASE PROVIDE COMPLIANCE WITH ONE
 OF THESE CODE SECTIONS:
 2014 FBC-B 1405.6. ANCHORED MASONRY VENEERS
 1405.7 STONE VENEERS
 1405.10 ADHERED MASONRY VENEERS
 1405.10.2 EXTERIOR ADHERED MASONRY VENEERS/ PORCELAIN
 TILE.
  
 4) PLEASE NOTE THIS PROPERTY IS LOCATED WITHIN AN AH
 FLOOD ZONE. FBC BUILDING 1612 AND CITY OF WPB CODE OF
 ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN
 "A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE
 REQUIRED. PLEASE REVIEW CITY ORDINANCE FOR THE CITY
 REQUIREMENTS REQUIRE AN ADDITIONAL 6 INCHES OF
 ELEVATION.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (2) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 2ND FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31/2015
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5) SHEET M1.1 SHOWS A NEW ROOF TOP RTU # 9 PLEASE
 PROVIDE ENGINEERING FOR THE FRAMING AROUND THE NEW ROOF
 TOP HOLE FOR THIS UNIT. ALSO PROVIDE THE MANUFACTURERS
 INSTALLATION INSTRUCTIONS, IF A PRODUCT APPROVAL PLEASE
 PROVIDE AS WELL AS THE TIE DOWN OF THE RTU TO THE CURB.
 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/ ROOF TOP
 FANS
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 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.
  
 6) 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.
  
 7) IF ZONING REQUIRES A MECHANICAL EQUIPMENT SCREEN FOR
 THE NEW ROOF TOP EQUIPMENT THEN SHOW COMPLIANCE WITH:
 FBC-B 1509.6 MECHANICAL EQUIPMENT SCREENS.
 MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF
 THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN
 ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE
 BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER
 THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS
 SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
  
 SHEET A4 SHOWS NEW TRAY SLIDES BY OTHERS, PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE:
  
 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE
 28 INCHES (710 MM) MINIMUM AND 34 INCHES (865 MM)
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 8) 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]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-06-13 Cont ID  
Sent By mvaldes Date 2016-06-13 Time 16:09 Rev Time 0.00
Received By mvaldes Date 2016-06-13 Time 15:43 Sent To  
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 08:42 Rev Time 0.00
Received By vperez Date 2016-03-14 Time 08:42 Sent To  
Notes
2016-03-14 08:43:12INITIAL 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. ADD A NOTE TO INDICATE NEC 110.16 ARC-FLASH WARNING
 LABELS REQUIRED. A NOTE WILL SUFFICE.
 2. ON SHEET E1.1 UPDATE ELECTRICAL NOTES TO INDICATE
 NEC 2011 NOT 2005 CODE EDITION.
 3. PROVIDE A NOTE TO INDICATE SEPARATE PERMITS REQUIRED
 FOR ANY LOW VOLTAGE SYSTEMS
 4. 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 2016-06-02 Cont ID  
Sent By pleduc Date 2016-06-02 Time   Rev Time 0.00
Received By pleduc Date 2016-06-02 Time 08:49 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-03-11 Cont ID  
Sent By pleduc Date 2016-03-11 Time   Rev Time 0.00
Received By pleduc Date 2016-03-09 Time 12:11 Sent To  
Notes
2016-03-11 11:56:13THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1. SHEET A 5 - THE EXIT SEPARATION DISTANCE DOES NOT
 APPEAR TO COMPLY WTH NFPA 101, CHAPTER 7, MEANS OF
 EGRESS, PER NFPA 101, CHAPTER 7, 7.5.1.3.2, WHERE TWO
 EXITS, EXIT ACCESSES, OR EXIT DISCHARGES ARE REQUIRED,
 THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER
 NOT LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM
 OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO
 BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE
 NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT
 DISCHARGES.
  
 PLEASE PROVIDE COMPLIANCE WITH THIS REQUIRMENT.
  
 2. SHEET A 4, A 9, A 14 - ALL DOOR HARWARE AND LOCKS IN
 THE EXIT PATH OF TRAVEL SHALL COMPLY WITH NFPA 101,
 CHAPTER 7 MEANS OF EGRESS,
  
 D61 - NO EXIT DOOR HARDWARE INDICATED
  
 D10 - NO EXIT DOOR HARDWARE INDICATED
  
 D 38 - NO EXIT DOOR HARDWARE INDICATED
  
 D 9 - NO EXIT DOOR HARDWARE INDICATED, NO FIRE RATING
 INDICATED.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2017-07-06 Cont ID  
Sent By cpuell Date 2017-07-06 Time 15:33 Rev Time 0.00
Received By cpuell Date 2017-07-06 Time 11:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2017-04-25 Cont ID  
Sent By skennedy Date 2017-01-06 Time 10:32 Rev Time 0.00
Received By skennedy Date 2017-01-04 Time 11:29 Sent To  
Notes
2017-04-25 10:34:21COMPLETED STEP LEFT INCOMPLETE ON 1/6/17
2017-01-05 11:30:04RESUB ROUTED TO LLOUIE VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-12-01 Cont ID  
Sent By cpuell Date 2016-12-01 Time 16:17 Rev Time 0.00
Received By cpuell Date 2016-11-21 Time 13:25 Sent To  
Notes
2016-11-22 13:26:11RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-10-31 Cont ID  
Sent By jwitmer Date 2016-10-31 Time 08:06 Rev Time 0.00
Received By jwitmer Date 2016-10-26 Time 14:59 Sent To  
Notes
2016-10-27 14:59:18RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-09-07 Cont ID  
Sent By   Date 2016-09-07 Time   Rev Time 0.00
Received By lmarchan Date 2016-08-19 Time 09:33 Sent To  
Notes
2016-08-22 09:34:26C23
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-16 Cont ID  
Sent By jwitmer Date 2016-06-16 Time 13:31 Rev Time 0.00
Received By jwitmer Date 2016-05-27 Time 16:06 Sent To  
Notes
2016-05-27 16:06:22C28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-23 Cont ID  
Sent By lmarchan Date 2016-03-23 Time 08:44 Rev Time 0.00
Received By lmarchan Date 2016-03-04 Time 12:54 Sent To  
Notes
2016-03-14 08:43:313/14 TO C02
2016-03-04 12:54:58C02
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-03-18 Cont ID  
Sent By jwitmer Date 2016-03-18 Time 16:23 Rev Time 0.00
Received By jwitmer Date 2016-03-18 Time 16:23 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-08-31 Cont ID  
Sent By ccole Date 2016-08-31 Time 09:58 Rev Time 0.00
Received By ccole Date 2016-08-31 Time 09:58 Sent To  
Notes
2016-08-31 10:02:43MECHANICAL PROVISO
 8/31/16
  
 1) SITE SPECIFIC SIGNED AND SEALED WIND LOAD
 ENGINEERING IS REQUIRED FOR INSTALLATION OF THE NEW
 RTU'S AND CURBS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-06-03 Cont ID  
Sent By ccole Date 2016-06-03 Time 10:02 Rev Time 0.00
Received By ccole Date 2016-06-02 Time 17:16 Sent To  
Notes
2016-06-03 10:32:482ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16030222
 6/3/16
  
 1) PROVIDE THE MODEL NUMBER AND EQUIPMENT SCHEDULE FOR
 THE NEW ERV IN THE DINING ROOM.
  
 2) SHEETS M1.1 & M3.1: THE SUPPLY CFMS FOR RTU'S 4 & 7
 DO NOT MATCH.
  
 3) M1.1 & M2.1: THE EXHAUST RATE FOR THE FANS IN THE
 MEN'S RRM 12 & WOMEN'S RRM 13 MUST BE 70 CFM'S EACH PER
 TABLE 403.3. THESE DO NOT APPEAR TO BE PRIVATE TOILET
 ROOMS.
  
 4) THE DESIGN PROFESSIONAL MUST COMPLETE HIS PORTION OF
 THE MANDATORY REQUIREMENTS CHECKLIST ON PAGE 9 OF THE
 ENERGY GAUGE IECC COMPLIANCE SUBMITTAL.
  
 5) THE SUBMITTED WIND LOAD ENGINEERING FOR THE RTU'S
 AND CURBS IS IN COMPLETE: A) THE SUBMITTAL IS ONLY FOR
 THE LENNOX UNIT- RTU-9, THE CARRIER UNIT- RTU-7 WAS NOT
 INCLUDED. B) THE LENNOX SUBMITTAL DOES NOT INCLUDE THE
 CURB AND CURB ATTACHMENT TO THE STRUCTURE. C) THE
 SUBMITTAL WAS A COPY AND DID NOT HAVE AN ORIGINAL
 SIGNATURE AND SEAL FROM THE PE AS REQUIRED BY FLORIDA
 STATUTE AND FAC.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-03-17 Cont ID  
Sent By ccole Date 2016-03-17 Time 08:12 Rev Time 0.00
Received By ccole Date 2016-03-17 Time 08:12 Sent To  
Notes
2016-03-17 08:46:251ST REVIEW:
 CODES: FBC 2014 MECHANICAL, EXISTING BUILDING, ENERGY
 CONSERVATION
 PERMIT #16030222
 3/17/16
  
 1) REFER TO SECTION 809.2 FBC-14 EXISTING BUILDING AND
 PROVIDE MINIMUM VENTILATION CALCULATIONS FOR ALL ROOMS
 AND SPACES IN ACCORDANCE WITH TABLE 403.3 MECHANICAL.
 PROVIDE A SCHEDULE ON THE PLAN THAT INDICATES THE
 REQUIRED AND PROVIDED CFM'S OF O/A.
  
 2) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR
 RTU-9 IN ACCORDANCE WITH SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION.
  
 3) THE PROPOSED PROJECT IS CLASSIFIED AS A "RENOVATION"
 IN ACCORDANCE WITH SECTION 202 FBC-14 ENERGY
 CONSERVATION, AND THEREFORE REQUIRES DOCUMENTATION OF
 ENERGY EFFICIENCY COMPLIANCE- SEE SECTIONS C101.4.3,
 C101.5.1, AND C401.2. PLEASE SHOW COMPLIANCE USING
 EITHER THE PRESCRIPTIVE OR PERFORMANCE BASED COMPLIANCE
 PATHS.
  
 4) PROVIDE MOTORIZED DAMPERS FOR MTHE O/A TO EACH RTU
 THAT WILL AUTOMATICALLY SHUT WHEN THE SYSTEMS AND
 SPACES ARE NOT IN USE.
  
 5) REFER TO SECTION C403.2.5.1 AND PROVIDE DEMAND
 CONTROLLED VENTILATION IN ROOMS AND SPACES WHERE
 APPLICABLE.
  
 6) PROVIDE A DUCT SMOKE DETECTOR SYMBOL AT THE RETURN
 AIR PLENUM, OF RTU-9 AND ALL OTHER SYSTEMS REQUIRING
 DETECTORS- SECTION 606.2.1. PLEASE INDICATE A SEQUENCE
 OF OPERATION FOR THE DETECTORS- CLARIFY IF ALL SYSTEMS
 WILL BE LINKED TOGETHER TO SHUT DOWN UPON
 ACTIVATIVATION OF ANY ONE DETECTOR.
  
 7) PROVIDE WIND LOAD ENGINEERING FOR TIE-DOWN OF THE
 NEW RTU-9 IN ACCORDANCE WITH SECTION 301.15 FBC-14
 MECHANICAL. PROVIDE THE WIND LOAD DESIGN CRITERIA ON
 THE PLAN AND SECTION CUTS OF THE UNIT AND CURB SHOWING
 THE STRUCTURAL DETAILS- PLEASE NOTE THAT THE DETAIL ON
 M2.1 IS INCOMPLETE.
  
 8) PROVIDE A ROOF PLAN SHOWING THE LOCATION OF THE NEW
 RTU-9 AND CLEARANCE DISTANCE MEASUREMENTS FROM THE AIR
 INTAKE TO MECHANICAL AND GRAVITY EXHAUST OUTLETS, AND
 FROM THE RTU TO THE ROOF EDGES.
  
 9) PROVIDE A CONDENSATE DISPOSAL FOR THE RTU-9
 INDICATING PIPING DETAILS AND DISCHARGE LOCATION.
 PLEASE NOTE THAT NO DETAILS ARE SHOWN ON THE PLUMBING
 PAGES.
  
 10) PROVIDE THE MAIN DUCT SIZES ON THE PLANS FOR RTU-4,
 AND SEE SECTION 601.5: PLEASE NOTE THE 10" TRANSFER MAY
 BE UNDERSIZED.
  
 11) PLEASE CLARIFY IF THE TOILOET ROOM EXHAUST FANS AND
 DUCTS ARE BEING REPLACED AND PROVIDE DETAILS AND
 EQUIPMENT SCHEDULES IF APPLICABLE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-06-13 Cont ID  
Sent By gearl Date 2016-06-13 Time 13:54 Rev Time 0.00
Received By gearl Date 2016-06-13 Time 13:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-03-17 Cont ID  
Sent By tklarge Date 2016-03-17 Time 09:59 Rev Time 0.00
Received By tklarge Date 2016-03-14 Time 14:06 Sent To  
Notes
2016-03-16 14:57:361) SHT. A-2 - TOILET ROOM CALCULATIONS - THE TABLE
 REFERENCED IS INCORRECT. THERE IS NO TABLE 400.1 IN THE
 2014 FLORIDA PLUMBING CODE. THE CORRECT TABLE IS 403.1.
 PLEASE CORRECT.
 2) CLEARLY SHOW THE LOCATION OF THE REQUIRED SERVICE
 SINKS FOR THE INSTITUTIONAL AND ASSEMBLY OCCUPANCIES AS
 REQUIRED BY 2014 FPC TABLE 403.1.
 3) A MINIMUM OF ONE NEW WASHER AND ONE NEW DRYER IN THE
 EXISTING LAUNDRY AREA SHALL COMPLY WITH THE 2014 FBC
 ACCESS. SEC.611.1 - 611.4.
 4) SHT. A-11, DETAIL #2 - SHOW THE REQUIRED 30 INCH
 WIDE MINIMUM BY 60 INCH LONG MINIMUM CLEAR FLOOR SPACE
 ADJACENT TO THE OPEN FACE OF THE ACCESSIBLE SHOWER.
 5) GRAB BARS IN THE ACCESSIBLE ROLL-IN SHOWER WITH THE
 SEAT SHALL BE LOCATE DIN ACCORDANCE WITH THE 2014 FAC
 SEC.608.3.2.
 6) THE CONTROLS IN THE ACCESSIBLE ROLL-IN SHOWER WITH
 THE SEAT SHALL COMPLY WITH THE FAC SEC.608.5.2.
 7) A SHOWER SPRAY UNIT SHALL BE PROVIDED IN ACCORDANCE
 WITH THE FAC SEC.608.6.
 8) THE SEAT IN THE ACCESSIBLE SHOWER SHALL COMPLY WITH
 THE FAC SEC. 610.3, 610.3.1.
 9) GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE PER FAC SEC.609.4.
 10) SHT. A-12 - DETAIL #1 - SHOW THE INSIDE CLEAR
 DIMENSIONS (L X W) OF THE ACCESSIBLE TOILET ROOM.THE
 MINIMUM WIDTH SHALL BE 85 INCHES. 2014 FAC SEC. 604.3,
 606.
 11) SHT.A-13 - DETAIL #5 - THE THRESHOLD AT THE
 ACCESSIBLE SHOWER SHALL BE A 1/2 INCH MAXIMUM PER 2014
 FAC SEC.608.7.
 12) SHT. P1.1 - THE PRINTING ON THE PLAN FOR THE WATER
 AND SANITARY SIZES & NOTES IS SO SMALL IT IS ILLEGIBLE.
 SUBMIT A CLEAR AND LEGIBLE PLAN. FBC 107.2.1.
 13) SHT.P2.1 - DETAIL #10 SHOWS WATER HEATERS BUT IT IS
 LABELED AS "BACKFLOW PREVENTER ASSEMBLY."PLEASE
 CORRECT.
 14) SHT. P2.1 - THE WATER HEATERS ARE SHOWN AS GAS.
 SUBMIT A COMPLETE GAS DRAWING COMPLYING WITH THE
 FOLLOWING ITEMS:
  
 1.) SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE
 LENGTH OF ALL CUT SECTIONS OF PIPE PER 2014 FBC-FUEL
 GAS, SECS. 402.4.1, 402.4.2. OR 2014 FBC-RES SEC.
 G2413.
  
 2.) SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE CORRESPONDING EHD NUMBER (IF
 APPLICABLE) OF THE CORRUGATED STAINLESS STEEL TUBING
 FOR EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1.
  
 3.) TYPE OF GAS (LP OR NATURAL).
  
 4.) BTU LOAD OF EACH APPLIANCE / EQUIPMENT AND THE
 TOTAL BTU LOAD ON THE SYSTEM. REFER TO THE 2014
 FBC-FUEL GAS SECS.401.8 THRU 402.6.1 AND TABLES 402.4
 (1) THRU 402.4 (37) OR 2014 FBC-RES. SEC. G2413.
  
 5.) SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
 (METER OR MP REGULATOR) TO THE MOST REMOTE OUTLET IN
 THE BUILDING AND / OR SYSTEM PER THE 2014 FBC-FUEL GAS
 SEC.402.4.1 OR 2014 FBC-RES. SEC. G 2413.3.
  
 6.) SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2014
 FBC-FUEL GAS CODE SEC.304.1 OR 2014 FBC-RES. SEC. G
 2407.
  
 7.) INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 ON THE PLAN PER 2014 FBC-FUEL GAS SEC.402.2 OR FBC RES.
 SEC. G2413.2. .
  
 8.) SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE
 AND TERMINATION OF THE GAS VENTS PER 2014 FBC-FUEL GAS
 SECS. 502 THRU 505. OR 2014 FBC-RES. SEC.G2426.
  
 9.) SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
 COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2014 FUEL GAS CODE SEC. 402.2, AND 301.3 OR 2014
 FBC-RES. SEC. G2404.3. GAS APPLIANCES SHALL BE LISTED
 AND LABELED.
  
 10.) CLEARLY SHOW THE LOCATION AND CAPACITY OF LP
 TANK(S), TYPE OF TANK ( DOT OR ASME ), THE DISTANCE OF
 THE TANK FROM THE EXTERIOR BUILDING WALL AND ADJACENT
 PROPERTY LINES, THE DISTANCE OF THE TANK FROM ALL
 SOURCES OF IGNITION, OTHER CONTAINERS, BUILDINGS, AND
 THE LOCATION OF ANY BUILDING OPENINGS BELOW THE RELIEF
 VALVE OF THE TANK PER NFPA 58, TABLE 3-2.2.2.
  
 11.) CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS
 ABOVE GROUND OR BELOW GROUND, AND SHOW THE METHOD OF
 REQUIRED PROTECTION FOR THE LP TANK AND APPURTENANCES
 PER NFPA 58. IF THE TANK IS BELOW GROUND IT SHALL BE
 ANCHORED PER NFPA 58 SEC.3-2.2.7 (H). IF ABOVE GROUND,
 THE TANK SHALL BE SECURELY ANCHORED TO WITHSTAND 170
 MPH ULT WIND LOAD PER THE FLORIDA BUILDING CODE.
  
 15) THE BACKFLOW PREVENTION DEVICE SHALL BE LEAD FREE
 AND BE LISTED ON THE UNIVERSITY OF SOUTHERN
 CALIFORNIA"S (USC) LIST OF APPROVED DEVICES.
 16) A SEPARATE PERMIT IS REQUIRED FOR THE NEW BACKFLOW
 PREVENTION DEVICE.A SEPARATE PERMIT APPLICATION SHALL
 BE SUBMITTED WITH TWO COPIES OF THE SPECIFICATIONS FOR
 THE DEVICE.
 17) A CLEANOUT IS REQUIRED IN EACH WASTE OR SOIL STACK
 ( EXCEPT THE LAVATORY STACKS ) PER FPC SEC. 708.3.4.
 18) SHT. P3.1 - THE WATER CLOSETS IN THE MEN'S BATH #4
 & #5 ARE NOT VENTED. AS DRAWN, THEY ARE BEING WET
 VENTED AND CREATING A CODE VIOLATION OF SEC. 912.1 OF
 THE FPC FOR THE NUMBER AND TYPE OF FIXTURES ON THE WET
 VENT. INDIVIDUALLY VENTING THE TOILETS WILL SOLVE THIS
 PROBLEM.
 19) SHT.P3.1 - BATH #3 - A VENT IS REQUIRED BETWEEN THE
 WATER CLOSET AND THE SHOWER. 2014 FPC SEC.901.2 &
 901.2.1.
 20) SHT. P3.1 - THE 3 INCH VENT IN RESTROOM #9 IS SHOWN
 AS A FLAT, DRY VENT AND IS NOT PERMITTED. THE VENT
 SHALL CONNECT TO A HORIZONTAL DRAIN ABOVE THE
 CENTERLINE OF THE HORIZONTAL DRAIN PIPE. FPC SEC.905.3.
 21) SHT. P3.1 - SIZE ALL VENTS ON THE SANITARY RISER.
 22) THE WASHING MACHINE SHALL BE INSTALLED ON A 3"
 STACK PER THE 2014 FPC SEC.406.2.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 6 Status P Date 2017-07-06 Cont ID  
Sent By llouie Date 2017-07-06 Time   Rev Time 0.00
Received By llouie Date 2017-07-06 Time   Sent To I
Notes
2017-07-06 13:32:17APPROVE PER AVANN, P&Z ADMINISTRATOR.
Review Stop Z ZONING
Rev No 5 Status F Date 2017-01-06 Cont ID  
Sent By llouie Date 2017-01-06 Time   Rev Time 0.00
Received By llouie Date 2017-01-06 Time   Sent To  
Notes
2017-01-06 13:33:25** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) REPEAT COMMENT FROM 6/6/16, 8/30/16 AND 12/1/16:
 PER PLANNING AND ZONING'S MEETING WITH A REPRESENTATIVE
 FROM THE FACILITY BACK ON APRIL 8, 2016, THE
 REPRESENTATIVE WAS INFORMED THAT A UNITY OF TITLE IS
 REQUIRED TO JOIN ALL THE PARCELS WITHIN THE COMPLEX. IT
 SEEMS THAT THIS HAS NOT BEEN COMPLETED. PLEASE CONTACT
 THE ENGINEERING SERVICES DEPARTMENT FOR INFORMATION ON
 HOW TO PROCEED WITH AN APPLICATION FOR A UNITY OF
 TITLE. PROVIDE EVIDENCE OF THE RECORDED UNITY OF TITLE
 ONCE IT HAS BEEN COMPLETED BY THE ENGINEERING SERVICES
 DEPARTMENT. THE ENGINEERING SERVICES DEPARTMENT CAN BE
 REACHED AT (561) 494-1040 OR YOU CAN DOWNLOAD THE
 APPLICATION AT:
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  
2017-01-05 13:54:05ROUTED TO LINDA LOUIE
Review Stop Z ZONING
Rev No 4 Status F Date 2016-12-01 Cont ID  
Sent By llouie Date 2016-12-01 Time   Rev Time 0.00
Received By llouie Date 2016-12-01 Time   Sent To  
Notes
2016-12-01 15:55:05** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) REPEAT COMMENT FROM 3/22/16, 6/6/16 AND 8/30/16:
 UPDATED SURVEY IS MISSING FROM THE PERMIT APPLICATION.
  
 2.) REPEAT COMMENT FROM 6/6/16 AND 8/30/16: PER
 PLANNING AND ZONING'S MEETING WITH A REPRESENTATIVE
 FROM THE FACILITY BACK ON APRIL 8, 2016, THE
 REPRESENTATIVE WAS INFORMED THAT A UNITY OF TITLE IS
 REQUIRED TO JOIN ALL THE PARCELS WITHIN THE COMPLEX. IT
 SEEMS THAT THIS HAS NOT BEEN COMPLETED. PLEASE CONTACT
 THE ENGINEERING SERVICES DEPARTMENT FOR INFORMATION ON
 HOW TO PROCEED WITH AN APPLICATION FOR A UNITY OF
 TITLE. PROVIDE EVIDENCE OF THE RECORDED UNITY OF TITLE
 ONCE IT HAS BEEN COMPLETED BY THE ENGINEERING SERVICES
 DEPARTMENT. THE ENGINEERING SERVICES DEPARTMENT CAN BE
 REACHED AT (561) 494-1040 OR YOU CAN DOWNLOAD THE
 APPLICATION AT:
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  
 NOTES:
  
 SEPARATE PERMIT APPLICATION AND REVIEW REQUIRED FOR
 SIGNAGE.
  
2016-11-30 13:45:43ROUTED TO LINDA LOUIE
Review Stop Z ZONING
Rev No 3 Status F Date 2016-08-30 Cont ID  
Sent By llouie Date 2016-08-30 Time   Rev Time 0.00
Received By llouie Date 2016-08-30 Time   Sent To  
Notes
2016-08-30 09:55:45** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) REPEAT COMMENT FROM 3/22/16 AND 6/6/16: UPDATED
 SURVEY IS MISSING FROM THE PERMIT APPLICATION. [PER THE
 RESPONSE LETTER TO STAFF'S COMMENTS, PREPARED BY PAUL
 RICHARD BRAUTIGAN ON 5/24/16 AND 7/6/16, THE SURVEY
 WILL BE PROVIDED BY THE OWNER/CONTRACTOR; HOWEVER, THE
 SURVEY STILL SEEMS TO BE MISSING FROM THE BUILDING
 PERMIT PACKET.
  
 2.) REPEAT COMMENT FROM 6/6/16: PER PLANNING AND
 ZONING'S MEETING WITH A REPRESENTATIVE FROM THE
 FACILITY BACK ON APRIL 8, 2016, THE REPRESENTATIVE WAS
 INFORMED THAT A UNITY OF TITLE IS REQUIRED TO JOIN ALL
 THE PARCELS WITHIN THE COMPLEX. IT SEEMS THAT THIS HAS
 NOT BEEN COMPLETED. PLEASE CONTACT THE ENGINEERING
 SERVICES DEPARTMENT FOR INFORMATION ON HOW TO PROCEED
 WITH AN APPLICATION FOR A UNITY OF TITLE. PROVIDE
 EVIDENCE OF THE RECORDED UNITY OF TITLE ONCE IT HAS
 BEEN COMPLETED BY THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING SERVICES DEPARTMENT CAN BE REACHED AT
 (561) 494-1040 OR YOU CAN DOWNLOAD THE APPLICATION AT:
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATI ONS
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2016-06-06 Time   Rev Time 0.00
Received By llouie Date 2016-06-03 Time 15:07 Sent To  
Notes
2016-06-06 11:21:46** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) REPEAT COMMENT FROM 3/22/16: UPDATED SURVEY IS
 MISSING FROM THE PERMIT APPLICATION. [PER THE RESPONSE
 LETTER TO STAFF'S COMMENTS, PREPARED BY PAUL RICHARD
 BRAUTIGAN ON 5/24/16, THE SURVEY WAS "PROVIDED BY
 OWNER/CONTRACTOR, AS REQUESTED," HOWEVER, THE SURVEY
 CANNOT BE FOUND WITH THE PERMIT RESUBMITTAL.]
  
 2.) INFORMATION ON THE NUMBER OF BEDS MUST BE CLEARLY
 PROVIDED IN THE SITE PLAN FOR THE ENTIRE FACILITY. THE
 NUMBER OF BEDS INDICATED IN THE SITE PLAN DOES NOT SEEM
 TO REFLECT THE NUMBER OF BEDS APPROVED BY STAFF.
  
 3.) REVISE SITE PLAN TO SHOW THE ENTIRE COMPLEX; AREA
 OF THE SCOPE OF WORK/CHANGES SHOULD BE HIGHLIGHTED.
  
 4.) PER PLANNING AND ZONING'S MEETING WITH A
 REPRESENTATIVE FROM THE FACILITY BACK ON APRIL 8, 2016,
 THE REPRESENTATIVE WAS INFORMED THAT A UNITY OF TITLE
 IS REQUIRED TO JOIN ALL THE PARCELS WITHIN THE COMPLEX.
 IT SEEMS THAT THIS HAS NOT BEEN ACHIEVED. PLEASE
 CONTACT THE ENGINEERING SERVICES DEPARTMENT FOR
 INFORMATION ON HOW TO PROCEED WITH AN APPLICATION FOR A
 UNITY OF TITLE. PROVIDE EVIDENCE OF THE RECORDED UNITY
 OF TITLE ONCE IT HAS BEEN COMPLETED BY THE ENGINEERING
 SERVICES DEPARTMENT. THE ENGINEERING SERVICES
 DEPARTMENT CAN BE REACHED AT (561) 494-1040 OR YOU CAN
 DOWNLOAD THE APPLICATION AT: HTTP://WWW.WPB.ORG/DEPARTM
 ENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATI
 ONS
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-03-22 Cont ID  
Sent By llouie Date 2016-03-22 Time 17:12 Rev Time 0.00
Received By llouie Date 2016-03-22 Time 17:12 Sent To  
Notes
2016-03-22 17:12:59** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS IN WRITING OR ON
 THE PLANS WHERE APPLICABLE:
  
 1.) THE PLANS INDICATE THERE WILL BE BEDS PROVIDED AT
 5400 EAST AVENUE. NO BEDS ARE PERMITTED IN THIS
 BUILDING PER ZONING.
  
 2.) ADDITIONAL INFORMATION HAS BEEN REQUESTED IN THE
 PAST FOR THE TOTAL NUMBER OF BEDS IN ALL BUILDINGS AND
 THE NUMBER OF BEDS ALLOCATED WITHIN EACH BUILDING. THIS
 INFORMATION HAS YET TO BE PROVIDED TO PLANNING STAFF.
  
 3.) UPDATED SURVEY OF THE PROPERTY IS MISSING FROM THE
 PERMIT APPLICATION.
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  


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