Plan Review Details - Permit 14050421
Plan Review Stops For Permit 14050421
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-07-16 Cont ID  
Sent By jwitmer Date 2014-07-16 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2014-07-16 Time 06:08 Sent To  
Notes
2014-07-16 06:29:42BUILDING PLAN REVIEW
 PERMIT: 14050421
 ADD: 831 VILLAGE BLVD. PUBLIX
 CONT: WDI
 TEL: (561)989-7231 DYLAN FONSECA
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: WED. JULY 16/ 2014
 ACTION: BUILDING PROVISO:
  
 TO BE SUBMITTED UNDER A SEPAREATE ROOFING PERMIT AN
 REVIEW WITH ASSOCIATED PLAN REVIEW FEES.
  
 THE COVER SHEET T1-PUBLIX DRAWINGS LIST THE PROPOSED
 PRODUCT APPROVALS, FOR THE ROOFING APPROVAL LIST
 FL5680-R10 A GAF RUBEROID MODIFIED APPROVAL. THE NEXT
 CELL ON THE CHART INDICATES SEE PAGE 7 OF NOA. PLEASE
 NOTE THAT SOME FLORIDA APPROVALS USE THE MIAMI-DADE
 NOA'S (NOTICE OF ACCEPTANCE) AS THE BACK UP TESTING
 REPORTS. THIS PATICULAR REPORT SUBMITTED IS NOT A
 MIAMI-DADE NOA, THE SUBMITTED REPORT IS A FLORIDA
 APPROVAL, (FL5680-R10) TRINITY ERD, EXTERIOR RESEARCH &
 DESIGN. SUBMITTED PAGES ARE FROM REVISION # 10, SHEETS
 3 OF 6, 5 OF 6, APPENDIX 1 SHEETS 1,3, & 22 OF 60. NO
 SUB-SYSTEMS WERE HIGHLIGHTED (CIRCLED).
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
  
  
 PRODUCT APPROVALS NOT REVIEWED: 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.41 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)(D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS & ROOF CURBS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2014-06-11 Cont ID  
Sent By jwitmer Date 2014-06-11 Time 14:46 Rev Time 0.00
Received By jwitmer Date 2014-06-09 Time 10:58 Sent To  
Notes
2014-06-11 08:36:18BUILDING PLAN REVIEW
 PERMIT: 14050421
 ADD: 831 VILLAGE BLVD. PUBLIX
 CONT: WDI
 TEL: (561)989-7231 DYLAN FONSECA
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: WED. JUNE 11/ 2014
 ACTION: BUILDING PROVISO:
  
 TO BE SUBMITTED UNDER A SEPAREATE ROOFING PERMIT AN
 REVIEW WITH ASSOCIATED PLAN REVIEW FEES.
  
 THE COVER SHEET T1-PUBLIX DRAWINGS LIST THE PROPOSED
 PRODUCT APPROVALS, FOR THE ROOFING APPROVAL LIST
 FL5680-R10 A GAF RUBEROID MODIFIED APPROVAL. THE NEXT
 CELL ON THE CHART INDICATES SEE PAGE 7 OF NOA. PLEASE
 NOTE THAT SOME FLORIDA APPROVALS USE THE MIAMI-DADE
 NOA'S (NOTICE OF ACCEPTANCE) AS THE BACK UP TESTING
 REPORTS. THIS PATICULAR REPORT SUBMITTED IS NOT A
 MIAMI-DADE NOA, THE SUBMITTED REPORT IS A FLORIDA
 APPROVAL, (FL5680-R10) TRINITY ERD, EXTERIOR RESEARCH &
 DESIGN. SUBMITTED PAGES ARE FROM REVISION # 10, SHEETS
 3 OF 6, 5 OF 6, APPENDIX 1 SHEETS 1,3, & 22 OF 60. NO
 SUB-SYSTEMS WERE HIGHLIGHTED (CIRCLED).
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
  
  
 PRODUCT APPROVALS NOT REVIEWED: 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.41 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)(D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS & ROOF CURBS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-07-17 Cont ID  
Sent By dhayes Date 2014-07-17 Time 15:04 Rev Time 0.00
Received By dhayes Date 2014-07-17 Time 14:28 Sent To  
Notes
2014-07-17 15:03:43PROJECT: PUBLIX #1497 VILLAGE COMMONS, 831 VILLAGE BLVD
 PERMIT#: 14050421
 CODE: 2008 EDITION OF THE NEC.
 2010 EDITION OF THE FBC,
 2010 EDITION OF THE WPB AMENDMENTS TO THE FBC, CHAPTER
 1, ADMINISTRATION
 2ND ELECTRICAL REVIEW
 ACTION: ELECTRICAL PROVISO:
  
 1) DEMONSTRATE COMPLIANCE WITH CALCULATION AND
 CIRCUITRY FOR ALL TRACK LIGHTING LOAD. NEC 220.43(B)
  
 2) DEMONSTRATE COMPLIANCE WITH INSTALLATION OF THE ATM
 MACHINE PER FBC-3112.2 AS FOLLOWS:
 EACH OPERATOR, OR OTHER PERSON RESPONSIBLE FOR AN
 AUTOMATED TELLER MACHINE PURSUANT TO SECTIONS 655.960
 THROUGH 655.965, SHALL PROVIDE LIGHTING DURING THE
 HOURS OF DARKNESS WITH RESPECT TO AN OPEN AND OPERATING
 AUTOMATED TELLER MACHINE AND ANY DEFINED PARKING AREA,
 ACCESS AREA AND THE EXTERIOR OF AN ENCLOSED AUTOMATED
 TELLER MACHINE INSTALLATION, AS FOLLOWS:
  
 THERE SHALL BE A MINIMUM OF 10 FOOT CANDLE (108 LUX)
 POWER AT THE FACE OF THE AUTOMATED TELLER MACHINE AND
 EXTENDING IN AN UNOBSTRUCTED DIRECTION OUTWARD 5 FEET
 (1.5 M).
  
 THERE SHALL BE A MINIMUM OF 2 FOOT CANDLE (21.5 LUX)
 POWER WITHIN 50 FEET (15.25 M) IN ALL UNOBSTRUCTED
 DIRECTIONS FROM THE FACE OF THE AUTOMATED TELLER
 MACHINE. IF THE AUTOMATED TELLER MACHINE IS LOCATED
 WITHIN 10 FEET (3 M) OF THE CORNER OF THE BUILDING AND
 THE AUTOMATED TELLER MACHINE IS GENERALLY ACCESSIBLE
 FROM THE ADJACENT SIDE, THERE SHALL BE A MINIMUM OF 2
 FOOT CANDLE (21.5 LUX) POWER ALONG THE FIRST 40
 UNOBSTRUCTED FEET (12 M) OF THE ADJACENT SIDE OF THE
 BUILDING.
  
 THERE SHALL BE A MINIMUM OF 2 FOOT CANDLE (12.5 LUX)
 POWER IN THAT PORTION OF THE DEFINED PARKING AREA
 WITHIN 60 FEET (18 M) OF THE AUTOMATED TELLER MACHINE.
  
 THE OPERATOR SHALL PROVIDE REFLECTIVE MIRRORS OR
 SURFACES AT EACH AUTOMATED TELLER MACHINE WHICH PROVIDE
 THE CUSTOMER WITH A REAR VIEW WHILE THE CUSTOMER IS
 ENGAGED IN USING THE AUTOMATED TELLER MACHINE.
  
 THE OPERATOR, OR OTHER PERSON RESPONSIBLE PURSUANT TO
 SECTIONS 655.960 THROUGH 655.965 FOR AN AUTOMATED
 TELLER MACHINE, SHALL ENSURE THAT THE HEIGHT OF ANY
 LANDSCAPING, VEGETATION OR OTHER PHYSICAL OBSTRUCTIONS
 IN THE AREA REQUIRED TO BE LIGHTED PURSUANT TO SECTION
 (2) FOR ANY OPEN AND OPERATING AUTOMATED TELLER MACHINE
 SHALL NOT EXCEED 3 FEET (914 MM), EXCEPT THAT TREES
 TRIMMED TO A HEIGHT OF 10 FEET (3 M) AND WHOSE
 DIAMETERS ARE LESS THAN 2 FEET (610 MM) AND MANMADE
 PHYSICAL OBSTRUCTIONS REQUIRED BY STATUTE, LAW, CODE,
 ORDINANCE OR OTHER GOVERNMENTAL REGULATION SHALL NOT BE
 AFFECTED BY THIS SECTION.
  
 3) A PERMANENT PLAQUE OR DIRECTORY, DENOTING ALL
 ELECTRIC POWER SOURCES ON OR IN THE PREMISES, SHALL BE
 INSTALLED AT EACH SERVICE EQUIPMENT LOCATION AND AT
 LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES
 CAPABLE OF BEING INTERCONNECTED. A SIGN SHALL BE PLACED
 AT THE SERVICE ENTRANCE INDICATING TYPE AND LOCATION OF
 ON-SITE LEGALLY REQUIRED STANDBY POWER SOURCES. NEC
 700, 701.9, AND 705.10
  
 SITE LIGHTING REVIEW 7/17/14 SEE NEC 410.130(G)(2) AND
 (3) BELOW:
 WHEN CONNECTED TO MULTIWIRE BRANCH CIRCUITS, THE
 DISCONNECTING MEANS SHALL SIMULTANEOUSLY BREAK ALL THE
 SUPPLY CONDUCTORS TO THE BALLAST, INCLUDING THE
 GROUNDED CONDUCTOR. NEC 410.130(G)(2)
  
 THE DISCONNECTING MEANS SHALL BE LOCATED SO AS TO BE
 ACCESSIBLE TO QUALIFIED PERSONS BEFORE SERVICING OR
 MAINTAINING THE BALLAST. WHERE THE DISCONNECTING MEANS
 IS EXTERNAL TO THE LUMINAIRE, IT SHALL BE A SINGLE
 DEVICE, AND SHALL BE ATTACHED TO THE LUMINAIRE OR THE
 LUMINAIRE SHALL BE LOCATED WITHIN SIGHT OF THE
 DISCONNECTING MEANS. NEC 410.130(3)
  
 SEPARATE PERMITS SHOP DRAWINGS ETC... FOR VARIOUS
 SCOPES NOT A PART OF THIS PERMIT SUCH AS BUT NOT
 LIMITED TO, SECURITY, FIRE ALARM, CCTV,
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER PX3421,
 561-805-6717, [email protected]

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2014-06-11 Cont ID  
Sent By dhayes Date 2014-06-11 Time 10:49 Rev Time 0.00
Received By dhayes Date 2014-06-11 Time 08:51 Sent To  
Notes
2014-06-11 14:33:33PROJECT: PUBLIX #1497 VILLAGE COMMONS, 831 VILLAGE BLVD
 PERMIT#: 14050421
 CODE: 2008 EDITION OF THE NEC.
 2010 EDITION OF THE FBC,
 2010 EDITION OF THE WPB AMENDMENTS TO THE FBC, CHAPTER
 1, ADMINISTRATION
 1ST ELECTRICAL REVIEW
 ACTION: ELECTRICAL PROVISO:
  
 1) DEMONSTRATE COMPLIANCE WITH CALCULATION AND
 CIRCUITRY FOR ALL TRACK LIGHTING LOAD. NEC 220.43(B)
  
 2) DEMONSTRATE COMPLIANCE WITH INSTALLATION OF THE ATM
 MACHINE PER FBC-3112.2 AS FOLLOWS:
 EACH OPERATOR, OR OTHER PERSON RESPONSIBLE FOR AN
 AUTOMATED TELLER MACHINE PURSUANT TO SECTIONS 655.960
 THROUGH 655.965, SHALL PROVIDE LIGHTING DURING THE
 HOURS OF DARKNESS WITH RESPECT TO AN OPEN AND OPERATING
 AUTOMATED TELLER MACHINE AND ANY DEFINED PARKING AREA,
 ACCESS AREA AND THE EXTERIOR OF AN ENCLOSED AUTOMATED
 TELLER MACHINE INSTALLATION, AS FOLLOWS:
  
 THERE SHALL BE A MINIMUM OF 10 FOOT CANDLE (108 LUX)
 POWER AT THE FACE OF THE AUTOMATED TELLER MACHINE AND
 EXTENDING IN AN UNOBSTRUCTED DIRECTION OUTWARD 5 FEET
 (1.5 M).
  
 THERE SHALL BE A MINIMUM OF 2 FOOT CANDLE (21.5 LUX)
 POWER WITHIN 50 FEET (15.25 M) IN ALL UNOBSTRUCTED
 DIRECTIONS FROM THE FACE OF THE AUTOMATED TELLER
 MACHINE. IF THE AUTOMATED TELLER MACHINE IS LOCATED
 WITHIN 10 FEET (3 M) OF THE CORNER OF THE BUILDING AND
 THE AUTOMATED TELLER MACHINE IS GENERALLY ACCESSIBLE
 FROM THE ADJACENT SIDE, THERE SHALL BE A MINIMUM OF 2
 FOOT CANDLE (21.5 LUX) POWER ALONG THE FIRST 40
 UNOBSTRUCTED FEET (12 M) OF THE ADJACENT SIDE OF THE
 BUILDING.
  
 THERE SHALL BE A MINIMUM OF 2 FOOT CANDLE (12.5 LUX)
 POWER IN THAT PORTION OF THE DEFINED PARKING AREA
 WITHIN 60 FEET (18 M) OF THE AUTOMATED TELLER MACHINE.
  
 THE OPERATOR SHALL PROVIDE REFLECTIVE MIRRORS OR
 SURFACES AT EACH AUTOMATED TELLER MACHINE WHICH PROVIDE
 THE CUSTOMER WITH A REAR VIEW WHILE THE CUSTOMER IS
 ENGAGED IN USING THE AUTOMATED TELLER MACHINE.
  
 THE OPERATOR, OR OTHER PERSON RESPONSIBLE PURSUANT TO
 SECTIONS 655.960 THROUGH 655.965 FOR AN AUTOMATED
 TELLER MACHINE, SHALL ENSURE THAT THE HEIGHT OF ANY
 LANDSCAPING, VEGETATION OR OTHER PHYSICAL OBSTRUCTIONS
 IN THE AREA REQUIRED TO BE LIGHTED PURSUANT TO SECTION
 (2) FOR ANY OPEN AND OPERATING AUTOMATED TELLER MACHINE
 SHALL NOT EXCEED 3 FEET (914 MM), EXCEPT THAT TREES
 TRIMMED TO A HEIGHT OF 10 FEET (3 M) AND WHOSE
 DIAMETERS ARE LESS THAN 2 FEET (610 MM) AND MANMADE
 PHYSICAL OBSTRUCTIONS REQUIRED BY STATUTE, LAW, CODE,
 ORDINANCE OR OTHER GOVERNMENTAL REGULATION SHALL NOT BE
 AFFECTED BY THIS SECTION.
  
 3) A PERMANENT PLAQUE OR DIRECTORY, DENOTING ALL
 ELECTRIC POWER SOURCES ON OR IN THE PREMISES, SHALL BE
 INSTALLED AT EACH SERVICE EQUIPMENT LOCATION AND AT
 LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES
 CAPABLE OF BEING INTERCONNECTED. A SIGN SHALL BE PLACED
 AT THE SERVICE ENTRANCE INDICATING TYPE AND LOCATION OF
 ON-SITE LEGALLY REQUIRED STANDBY POWER SOURCES. NEC
 700, 701.9, AND 705.10
  
 SEPARATE PERMITS SHOP DRAWINGS ETC... FOR VARIOUS
 SCOPES NOT A PART OF THIS PERMIT SUCH AS BUT NOT
 LIMITED TO, SECURITY, FIRE ALARM, CCTV,
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER PX3421,
 561-805-6717, [email protected]
  
  

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-07-11 Cont ID  
Sent By mgonzale Date 2014-07-11 Time   Rev Time 0.25
Received By mgonzale Date 2014-07-11 Time   Sent To  
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2014-06-11 Cont ID  
Sent By Mgonzale Date 2014-06-11 Time   Rev Time 1.00
Received By mgonzale Date 2014-06-11 Time   Sent To Z
Notes
2014-06-11 09:15:40RELOCATION OF SEWER ELEMENTS WILL BE PERFORMED THRU
 CSD.
  
 ENGINEERING WOULD LIKE TO REQUEST EOR TO INSPECT AND
 CERTIFIY WORK ALONG WITH AS-BUILTS TO THE CITY.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-05-21 Cont ID  
Sent By pleduc Date 2014-05-21 Time   Rev Time 0.00
Received By pleduc Date 2014-05-20 Time 15:18 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-07-17 Cont ID  
Sent By dhayes Date 2014-07-17 Time 15:04 Rev Time 0.00
Received By dhayes Date 2014-07-10 Time 17:31 Sent To  
Notes
2014-07-10 17:31:46C29
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-07-01 Cont ID  
Sent By dkittred Date 2014-07-01 Time 17:57 Rev Time 0.00
Received By dkittred Date 2014-06-26 Time 12:12 Sent To  
Notes
2014-07-01 17:58:117/1/14 PUT IN LARGE DENIED BIN UNDER 'W'. DK
  
2014-06-26 12:12:25SENT TO C29. JW

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-06-11 Cont ID  
Sent By jwitmer Date 2014-06-11 Time 14:47 Rev Time 0.00
Received By jwitmer Date 2014-05-12 Time 18:39 Sent To  
Notes
2014-05-13 18:40:25C29

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2014-06-11 Cont ID  
Sent By jwitmer Date 2014-06-11 Time 06:38 Rev Time 0.00
Received By jwitmer Date 2014-06-11 Time 06:38 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2014-05-28 Cont ID  
Sent By hmoser Date 2014-05-28 Time 09:44 Rev Time 0.00
Received By hmoser Date 2014-05-28 Time 09:40 Sent To  
Notes
2014-05-28 09:44:24PLAN REVIEW BY JS. PX1328
  
 SEPARATE APPLICATION PLANS AND PERMIT REQUIRED FOR
 REFRIGERATION AND HOODS

Review Stop P PLUMBING
Rev No 2 Status P Date 2014-07-16 Cont ID  
Sent By jwitmer Date 2014-07-16 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2014-07-16 Time 06:08 Sent To  
Notes
2014-07-16 06:33:26PLUMBING PLAN REVIEW
 PERMIT: 14050421
 ADD: 831 VILLAGE BLVD. PUBLIX
 CONT: WDI
 TEL: (561)989-7231 DYLAN FONSECA
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: WED. JULY 16/ 2014
 ACTION: PLUMBING PROVISO:
  
 A SEPARATE PERMIT AND REVIEW IS REQUIRED FOR FUEL GAS.
 A SEPARATE PERMIT IS REQUIRED FOR GREASE INTERCEPTOR
 SEE COMMENTS.
  
 1) SHEETS P3 GREASE INTERCEPTOR SIZING & P6 DETAIL # 5
 DEAL WITH THE SIZING OF THE GREASE INTERCEPTOR. SHEET
 P3 REFERS TO THE 2010 IPC COMMENTARY SECTION 1003.3.4.1
 FOR THE SIZING METHOD USED. PLEASE NOTE IN READING THE
 IPC COMMENTARY ON SECTION 1003.3.4.1 THIS DEALS WITH
 THE HYDROMECHANICAL GREASE INTERCEPTORS NOT THE GRAVITY
 TYPE OF INTERCEPTORS. THE SIZING FOR A GRAVITY TYPE
 INTERCEPTOR IS BASED ON AT LEAST A 30-MINUTE RETENTION
 TIME THROUGH THE GREASE INTERCEPTOR VESSEL. PLEASE SEE
 THE REQUIREMENTS FOUND UNDER THE 2010 FBC-B ARE
 DIFFERENT FROM WHAT THE BASE CODE IPC 2006 CODE.
 FLORIDA IS 2 CODE CYCLES BEHIND THE ICC CODES.
  
 PLEASE SEE THE 2010 FLB-P 1003.3.4 GREASE INTERCEPTORS
 AND AUTOMATIC GREASE REMOVAL DEVICES.
 GREASE INTERCEPTORS AND AUTOMATIC GREASE REMOVAL
 DEVICES SHALL BE SIZED IN ACCORDANCE WITH PDI G101,
 ASME A112.14.3 APPENDIX A, OR ASME A112.14.4. GREASE
 INTERCEPTORS AND AUTOMATIC GREASE REMOVAL DEVICES SHALL
 BE DESIGNED AND TESTED IN ACCORDANCE WITH PDI G101,
 ASME A112.14.3 OR ASME A112.14.4. GREASE INTERCEPTORS
 AND AUTOMATIC GREASE REMOVAL DEVICES SHALL BE INSTALLED
 IN ACCORDANCE WITH THE MANUFACTURER?S INSTRUCTIONS.
 EXCEPTION: GREASE INTERCEPTORS THAT ARE SIZED,
 CONSTRUCTED AND APPROVED IN ACCORDANCE WITH RULE 64E-6,
 FLORIDA ADMINISTRATIVE CODE AND THAT ARE LOCATED
 OUTSIDE THE BUILDING SHALL NOT BE REQUIRED TO MEET THE
 REQUIREMENTS OF THIS SECTION.
  
 NOTE THE EXCEPTION FOUND UNDER RULE 64E-6 IS FOR THE
 CONCRETE VAULT TYPE OF GREASE INTERCEPTORS THE TABLE TO
 BE USED FOR SIZING SUCH INTERCEPTOR TYPE IS TABLE
 1003.5.1 WHICH DEALS WITH RESTARAUNTS AND OTHER
 COMMERCIAL KITCHEN ESTABLISHMENTS. EVEN THIS TABLE WILL
 NOT TRUELY REFLECT THE USAGE OR GALLONS PER MINUTE OF
 FLOW. IT APPEARS A SOLUTION WILL BE TO SUBMIT UNDER
 ALTERNANTE MATERIALS, DESIGNS AND METHODS (104.11) TO
 THE BUILDING OFFICIAL FOR APPROVAL. THIS WILL NEED TO
 BE DONE IN WRITTEN FORM.
  
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION AND EQUIPMENT. THE PROVISIONS OF THIS CODE
 ARE NOT INTENDED TO PREVENT THE INSTALLATION OF ANY
 MATERIAL OR TO ANY DESIGN OR METHOD OF CONSTRUCTION NOT
 SPECIFICALLY PRESCRIBED BY THIS CODE, PROVIDED THAT ANY
 SUCH ALTERNAT IVE HAS BEEN APPROVED. AN ALTERNATIVE
 MATERIAL, DESIGN OR METHOD OF CONSTRUCTION SHALL BE
 APPROVED WHERE THE BUILDING OFFICIAL FINDS THAT THE
 PROPOSED DESIGN IS SATISFACTORY AND COMPLIES WITH THE
 INTENT OF THE PROVISIONS OF THIS CODE, AND THAT THE
 MATERIAL, METHOD OR WORK OFFERED IS, FOR THE PURPOSE
 INTENDED, AT LEAST THE EQUIVALENT OF THAT PRESCRIBED IN
 THIS CODE IN QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY. WHEN ALTERNATE LIFE
 SAFETY SYSTEMS ARE DESIGNED, THE SFPE ENGINEERING GUIDE
 TO PERFORMANCE-BASED FIRE ANALYSIS AND DESIGN OF
 BUILDINGS, OR OTHER METHODS APPROVED BY THE BUILDING
 OFFICIAL MAY BE USED. THE BUILDING OFFICIAL SHALL
 REQUIRE THAT SUFFICIENT EVIDENCE OR PROOF BE SUBMITTED
 TO SUBSTANTIATE CLAIM MADE REGARDING THE ALTERNATIVE.
  
 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE
 NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR
 ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE,
 SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED
 SOURCES.
  
 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT EVIDENCE
 OF COMPLIANCE WITH THE PROVISIONS OF THIS CODE, OR
 EVIDENCE THAT A MATERIAL OR METHOD DOES NOT CONFORM TO
 THE REQUIREMENTS OF THIS CODE, OR IN ORDER TO
 SUBSTANTIATE CLAIMS FOR ALTERNATIVE MATERIALS OR
 METHODS, THE BUILDING OFFICIAL SHALL HAVE THE AUTHORITY
 TO REQUIRE TESTS AS EVIDENCE OF COMPLIANCE TO BE MADE
 AT NO EXPENSE TO THE JURISDICTION. TEST METHODS SHALL
 BE AS SPECIFIED IN THIS CODE OR BY OTHER RECOGNIZED
 TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED AND
 ACCEPTED TEST METHODS, THE BUILDING OFFICIAL SHALL
 APPROVE THE TESTING PROCEDURES. TESTS SHALL BE
 PERFORMED BY AN APPROVED AGENCY. REPORTS OF SUCH TESTS
 SHALL BE RETAINED BY THE BUILDING OFFICIAL FOR THE
 PERIOD REQUIRED FOR RETENTION OF PUBLIC RECORDS.
  
 2) WILL THERE BE ANY FOOD WASTE GRINDERS INTRODUCED
 INTO THIS FACILITY. 2010 FBC-PLUMBING 1003.3.2 FOOD
 WASTE GRINDERS. WHERE FOOD WASTE GRINDERS CONNECT TO
 GREASE INTERCEPTORS, A SOLIDS INTERCEPTOR SHALL
 SEPARATE THE DISCHARGE BEFORE CONNECTING TO THE GREASE
 INTERCEPTOR. SOLIDS INTERCEPTORS AND GREASE
 INTERCEPTORS SHALL BE SIZED AND RATED FOR THE DISCHARGE
 OF THE FOOD WASTE GRINDER. EMULSIFIERS, CHEMICALS,
 ENZYMES AND BACTERIA SHALL NOT DISCHARGE INTO THE FOOD
 WASTE GRINDER.
 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]
  
 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 P PLUMBING
Rev No 1 Status P Date 2014-06-11 Cont ID  
Sent By jwitmer Date 2014-06-11 Time 10:44 Rev Time 0.00
Received By jwitmer Date 2014-06-09 Time 10:59 Sent To  
Notes
2014-06-11 09:28:15PLUMBING PLAN REVIEW
 PERMIT: 14050421
 ADD: 831 VILLAGE BLVD. PUBLIX
 CONT: WDI
 TEL: (561)989-7231 DYLAN FONSECA
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: WED. JUNE 11/ 2014
 ACTION: PLUMBING PROVISO:
  
 A SEPARATE PERMIT AND REVIEW IS REQUIRED FOR FUEL GAS.
 A SEPARATE PERMIT IS REQUIRED FOR GREASE INTERCEPTOR
 SEE COMMENTS.
  
 1) SHEETS P3 GREASE INTERCEPTOR SIZING & P6 DETAIL # 5
 DEAL WITH THE SIZING OF THE GREASE INTERCEPTOR. SHEET
 P3 REFERS TO THE 2010 IPC COMMENTARY SECTION 1003.3.4.1
 FOR THE SIZING METHOD USED. PLEASE NOTE IN READING THE
 IPC COMMENTARY ON SECTION 1003.3.4.1 THIS DEALS WITH
 THE HYDROMECHANICAL GREASE INTERCEPTORS NOT THE GRAVITY
 TYPE OF INTERCEPTORS. THE SIZING FOR A GRAVITY TYPE
 INTERCEPTOR IS BASED ON AT LEAST A 30-MINUTE RETENTION
 TIME THROUGH THE GREASE INTERCEPTOR VESSEL. PLEASE SEE
 THE REQUIREMENTS FOUND UNDER THE 2010 FBC-B ARE
 DIFFERENT FROM WHAT THE BASE CODE IPC 2006 CODE.
 FLORIDA IS 2 CODE CYCLES BEHIND THE ICC CODES.
  
 PLEASE SEE THE 2010 FLB-P 1003.3.4 GREASE INTERCEPTORS
 AND AUTOMATIC GREASE REMOVAL DEVICES.
 GREASE INTERCEPTORS AND AUTOMATIC GREASE REMOVAL
 DEVICES SHALL BE SIZED IN ACCORDANCE WITH PDI G101,
 ASME A112.14.3 APPENDIX A, OR ASME A112.14.4. GREASE
 INTERCEPTORS AND AUTOMATIC GREASE REMOVAL DEVICES SHALL
 BE DESIGNED AND TESTED IN ACCORDANCE WITH PDI G101,
 ASME A112.14.3 OR ASME A112.14.4. GREASE INTERCEPTORS
 AND AUTOMATIC GREASE REMOVAL DEVICES SHALL BE INSTALLED
 IN ACCORDANCE WITH THE MANUFACTURER?S INSTRUCTIONS.
 EXCEPTION: GREASE INTERCEPTORS THAT ARE SIZED,
 CONSTRUCTED AND APPROVED IN ACCORDANCE WITH RULE 64E-6,
 FLORIDA ADMINISTRATIVE CODE AND THAT ARE LOCATED
 OUTSIDE THE BUILDING SHALL NOT BE REQUIRED TO MEET THE
 REQUIREMENTS OF THIS SECTION.
  
 NOTE THE EXCEPTION FOUND UNDER RULE 64E-6 IS FOR THE
 CONCRETE VAULT TYPE OF GREASE INTERCEPTORS THE TABLE TO
 BE USED FOR SIZING SUCH INTERCEPTOR TYPE IS TABLE
 1003.5.1 WHICH DEALS WITH RESTARAUNTS AND OTHER
 COMMERCIAL KITCHEN ESTABLISHMENTS. EVEN THIS TABLE WILL
 NOT TRUELY REFLECT THE USAGE OR GALLONS PER MINUTE OF
 FLOW. IT APPEARS A SOLUTION WILL BE TO SUBMIT UNDER
 ALTERNANTE MATERIALS, DESIGNS AND METHODS (104.11) TO
 THE BUILDING OFFICIAL FOR APPROVAL. THIS WILL NEED TO
 BE DONE IN WRITTEN FORM.
  
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION AND EQUIPMENT. THE PROVISIONS OF THIS CODE
 ARE NOT INTENDED TO PREVENT THE INSTALLATION OF ANY
 MATERIAL OR TO ANY DESIGN OR METHOD OF CONSTRUCTION NOT
 SPECIFICALLY PRESCRIBED BY THIS CODE, PROVIDED THAT ANY
 SUCH ALTERNAT IVE HAS BEEN APPROVED. AN ALTERNATIVE
 MATERIAL, DESIGN OR METHOD OF CONSTRUCTION SHALL BE
 APPROVED WHERE THE BUILDING OFFICIAL FINDS THAT THE
 PROPOSED DESIGN IS SATISFACTORY AND COMPLIES WITH THE
 INTENT OF THE PROVISIONS OF THIS CODE, AND THAT THE
 MATERIAL, METHOD OR WORK OFFERED IS, FOR THE PURPOSE
 INTENDED, AT LEAST THE EQUIVALENT OF THAT PRESCRIBED IN
 THIS CODE IN QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY. WHEN ALTERNATE LIFE
 SAFETY SYSTEMS ARE DESIGNED, THE SFPE ENGINEERING GUIDE
 TO PERFORMANCE-BASED FIRE ANALYSIS AND DESIGN OF
 BUILDINGS, OR OTHER METHODS APPROVED BY THE BUILDING
 OFFICIAL MAY BE USED. THE BUILDING OFFICIAL SHALL
 REQUIRE THAT SUFFICIENT EVIDENCE OR PROOF BE SUBMITTED
 TO SUBSTANTIATE CLAIM MADE REGARDING THE ALTERNATIVE.
  
 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE
 NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR
 ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE,
 SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED
 SOURCES.
  
 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT EVIDENCE
 OF COMPLIANCE WITH THE PROVISIONS OF THIS CODE, OR
 EVIDENCE THAT A MATERIAL OR METHOD DOES NOT CONFORM TO
 THE REQUIREMENTS OF THIS CODE, OR IN ORDER TO
 SUBSTANTIATE CLAIMS FOR ALTERNATIVE MATERIALS OR
 METHODS, THE BUILDING OFFICIAL SHALL HAVE THE AUTHORITY
 TO REQUIRE TESTS AS EVIDENCE OF COMPLIANCE TO BE MADE
 AT NO EXPENSE TO THE JURISDICTION. TEST METHODS SHALL
 BE AS SPECIFIED IN THIS CODE OR BY OTHER RECOGNIZED
 TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED AND
 ACCEPTED TEST METHODS, THE BUILDING OFFICIAL SHALL
 APPROVE THE TESTING PROCEDURES. TESTS SHALL BE
 PERFORMED BY AN APPROVED AGENCY. REPORTS OF SUCH TESTS
 SHALL BE RETAINED BY THE BUILDING OFFICIAL FOR THE
 PERIOD REQUIRED FOR RETENTION OF PUBLIC RECORDS.
  
 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]
  
 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 Z ZONING
Rev No 4 Status P Date 2014-07-18 Cont ID  
Sent By dkittred Date 2014-07-18 Time 08:41 Rev Time 0.00
Received By dkittred Date 2014-07-18 Time 08:39 Sent To  
Notes
2014-07-18 08:40:587/18/14 - ALL P&Z COMMENTS HAVE BEEN ADDRESSED -
 LANDSCAPE PERMIT WAS SUBMITTED UNDER 14070610. DK.

Review Stop Z ZONING
Rev No 3 Status F Date 2014-07-14 Cont ID  
Sent By dkittred Date 2014-07-14 Time 17:30 Rev Time 0.00
Received By dkittred Date 2014-07-14 Time 10:23 Sent To  
Notes
2014-07-14 17:34:03PLANNING AND ZONING COMMENTS: ***INCOMPLETE***
  
 7/14/14
  
 WAITING ON SUBMITTAL OF SEPARATE LANDSCAPE PERMIT.
 LANDSCAPE PLANS WERE INCLUDED IN THIS PERMIT PACKET,
 BUT SEPARATE PERMIT IS REQUIRED. CONTACTED STEVE PAGE
 7/14/14 TO LET KNOW P&Z IS STILL WAITING ON THIS ITEM
 TO COMPLETE REVIEW. ALL OTHER COMMENTS HAVE BEEN
 ADDRESSED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
2014-07-11 15:15:427/11/14

Review Stop Z ZONING
Rev No 2 Status F Date 2014-07-01 Cont ID  
Sent By dkittred Date 2014-07-01 Time 17:57 Rev Time 0.00
Received By dkittred Date 2014-07-01 Time 15:46 Sent To  
Notes
2014-07-01 17:57:09PLANNING AND ZONING COMMENTS: ***FAILED***
  
 7/1/14
  
 PLEASE RESPOND TO ALL COMMENTS IN WRITING TO ENSURE ALL
 COMMENTS ARE BEING ADDRESSED. SEVERAL COMMENTS FROM THE
 LAST REVIEW ON 5/23/14 HAVE NOT BEEN ADDRESSED AND ARE
 LISTED BELOW:
  
 1. THE LIGHTING PLAN NEEDS TO DEMONSTRATE COMPLIANCE
 WITH (PREVIOUS COMMENT NOT ADDRESSED):
  
 A. ZLDR SEC. 94-207(D)(8) - ANY SOURCE OF ILLUMINATION
 IN A COMMERCIAL PLANNED DEVELOPMENT (CPD) SHALL NOT
 EXCEED ONE FOOTCANDLE AT OR BEYOND THE BOUNDARIES OF
 SUCH DEVELOPMENT.
  
 B. ZLDR SEC. 94-309(A) - OUTDOOR LIGHTING SHALL BE
 SHIELDED TO REDUCE GLARE AND SHALL BE ARRANGED TO
 REFLECT LIGHT OR GLARE AWAY FROM ALL ADJACENT
 RESIDENTIAL DISTRICTS, ADJACENT RESIDENCES, OR PUBLIC
 THOROUGHFARES.
  
 C. ZLDR SEC. 94-310(D) - ANY OPERATION OR ACTIVITY
 PRODUCING GLARE SHALL BE CONDUCTING SO THAT DIRECT OR
 INDIRECT LIGHT FROM THE SOURCE SHALL NOT CAUSE
 ILLUMINATION IN EXCESS OF 0.5 FOOT CANDLES WHEN
 MEASURED IN A RESIDENTIAL DISTRICT.
  
 2. SEPARATE PERMIT IS REQUIRED TO BE SUBMITTED FOR THE
 LANDSCAPING (PREVIOUS COMMENT NOT ADDRESSED).
  
 OTHER GENERAL COMMENTS:
  
 3. UNITY OF TITLE/UNITY OF CONTROL (AS DETERMINED TO BE
 NECESSARY) FOR THE SUBJECT PROPERTY WILL BE REQUIRED
 PRIOR TO ISSUANCE OF A C.O. FOR THIS PROJECT. STAFF
 ACKNOWLEDGES THIS ITEM IS PENDING ADDITIONAL
 DIRECTION/RESOLUTION AND WILL NOT BE REQUIRED TO BE
 COMPLETED PRIOR TO ISSUANCE OF THIS BUILDING PERMIT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]

Review Stop Z ZONING
Rev No 1 Status F Date 2014-05-23 Cont ID  
Sent By dkittred Date 2014-05-23 Time 09:02 Rev Time 0.00
Received By dkittred Date 2014-05-22 Time 09:17 Sent To  
Notes
2014-05-23 08:59:39PLANNING AND ZONING COMMENTS: ***FAILED***
  
 5/23/14
  
 1. THE LIGHTING PLAN NEEDS TO DEMONSTRATE COMPLIANCE
 WITH:
  
 A. ZLDR SEC. 94-207(D)(8) - ANY SOURCE OF ILLUMINATION
 IN A COMMERCIAL PLANNED DEVELOPMENT (CPD) SHALL NOT
 EXCEED ONE FOOTCANDLE AT OR BEYOND THE BOUNDARIES OF
 SUCH DEVELOPMENT.
  
 B. ZLDR SEC. 94-309(A) ? OUTDOOR LIGHTING SHALL BE
 SHIELDED TO REDUCE GLARE AND SHALL BE ARRANGED TO
 REFLECT LIGHT OR GLARE AWAY FROM ALL ADJACENT
 RESIDENTIAL DISTRICTS, ADJACENT RESIDENCES, OR PUBLIC
 THOROUGHFARES.
  
 C. ZLDR SEC. 94-310(D) ? ANY OPERATION OR ACTIVITY
 PRODUCING GLARE SHALL BE CONDUCTING SO THAT DIRECT OR
 INDIRECT LIGHT FROM THE SOURCE SHALL NOT CAUSE
 ILLUMINATION IN EXCESS OF 0.5 FOOT CANDLES WHEN
 MEASURED IN A RESIDENTIAL DISTRICT.
  
 2. SEPARATE PERMIT IS REQUIRED TO BE SUBMITTED FOR THE
 LANDSCAPING.
  
 3. A TREE ALTERATION PERMIT HAS NOT BEEN ISSUED FOR THE
 PROPOSED RELOCATION AND REMOVAL OF TREES. AN
 APPLICATION WAS ORIGINALLY SUBMITTED ON MAY 2012 BUT
 THE $50 FEE WAS NEVER PAID. APPLICANT NEEDS TO OBTAIN A
 TREE ALTERATION PERMIT BY SUBMITTING TWO COPIES OF THE
 CURRENT TREE ALTERATION PLAN AND $50 APPLICATION FEE TO
 THE PLANNING DIVISION.
  
 4. FORMAL SITE PLAN APPROVAL LETTER CONTAINED THE
 FOLLOWING CONDITION OF APPROVAL: "PRIOR TO THE ISSUANCE
 OF A BUILDING PERMIT, A UNITY OF CONTROL APPLICATION
 MUST BE SUBMITTED TO THE CITY'S SURVEYOR FOR RECORDING.
 PROOF OF THE RECORDED DOCUMENT MUST BE PROVIDED TO THE
 PLANNING DIVISION BEFORE THE BUILDING PERMIT CAN BE
 APPROVED BY ZONING." THE PLANNING DIVISION DOES NOT
 HAVE PROOF OF THIS CONDITION BEING COMPLETED.
 ADDITIONALLY, THE SUBJECT PROPERTY IS CURRENTLY GOING
 THROUGH A REPLAT TO CREATE TWO (2) OUTPARCELS. BICYCLE
 RACKS AND LIGHTING ARE PROPOSED ON BOTH OF THESE
 PROPOSED PARCELS THAT WILL BE DEEDED TO OTHER
 ENTITIES.'
 5. PLAN INCLUDES HANDICAP PARKING SPACE DETAIL ON SHEET
 12 OF 22. DETAIL NEEDS TO INDICATE THE ANGLE OF THE
 PARKING, COLOR OF THE HANDICAP SYMBOL AS WHITE,
 HANDICAP SYMBOL 2' FEET FROM THE BOTTOM OF THE PARKING
 STALL, AND LINES DELINEATING SPACES SHOULD BE CONNECTED
 AT THE BOTTOM. ADDITIONALLY, THIS DETAIL SHOULD BE
 MODIFIED OR AN ADDITIONAL DETAIL PROVIDED FOR THE
 STRIPING OF THE REGULAR PARKING SPACES. PLAN SHOULD
 NOTE THE ANGLE, WIDTH (MINIMUM 8.5'), AND LENGTH OF THE
 REGULAR PARKING SPACES. REGULAR SPACES REQUIRE 4'
 DOUBLE WHITE STRIPES WHICH ARE CONNECTED AT THE BOTTOM
 AND SEPARATED BY 12" (ZLDR SEC. 94-485). DETAIL SHOULD
 BE PROVIDED FOR BOTH ANGLED AND 90 DEGREE PARKING OF
 BOTH REGULAR AND HANDICAP PARKING SPACES.
  
 6. SHEET A1.00 IS MISSING HIGHLIGHTING ONE OF THE
 BICYCLE RACKS TO BE INSTALLED ON THE NORTHERN SIDE OF
 PUBLIX.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
  
2014-05-15 16:20:305/15/14


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