Plan Review Details - Permit 14040379
Plan Review Stops For Permit 14040379
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2015-04-06 Cont ID  
Sent By jwitmer Date 2015-04-06 Time 06:44 Rev Time 0.00
Received By jwitmer Date 2015-04-06 Time 06:02 Sent To  
Notes
2015-04-06 06:39:41WINDOW , DOOR & MCM PANEL PRODUCT APPROVALS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-07-14 Cont ID  
Sent By jwitmer Date 2014-07-14 Time 08:57 Rev Time 0.00
Received By jwitmer Date 2014-07-14 Time 08:35 Sent To  
Notes
2014-07-14 08:57:53BUILDING PLAN REVIEW
 PERMIT: 14040379
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS RENE YERNANDEZ CELL 561-568-4182
 TEL: (561)689-8880
  
 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.
  
 3RD REVIEW
 DATE: JULY 14/ 2014
 ACTION: BUILDING PROVISO
  
  
 THE PLANS INDICATE THIS PROJECT BE TILT WALL REQUIRING
 A RESIDENT INSPECTOR. THREE (3) SETS OF ALL PLANS AND
 SUBMITTALS. 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010
 EDITION 110.3.9 OTHER INSPECTIONS SERVICES. THE
 BUILDING OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY
 OTHERS, THE INSPECTIONS REQUIRED BY SECTION 109. HE/SHE
 MAY ACCEPT REPORTS OF INSPECTORS OF RECOGNIZED
 INSPECTION SERVICES, PROVIDED THAT AFTER INVESTIGATION
 HE/SHE IS SATISFIED AS TO THEIR QUALIFICATIONS AND
 RELIABILITY. A CERTIFICATE CALLED FOR BY ANY PROVISION
 OF THE TECHNICAL CODES SHALL NOT BE BASED ON SUCH
 REPORTS UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY
 A RESPONSIBLE OFFICER OF SUCH SERVICE.
  
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE
 BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, (BUILDING CODE ADMINISTRATORS &
 INSPECTORS) PART XII, FLORIDA STATUTES. SUCH INSPECTORS
 SHALL SUBMIT WEEKLY PROGRESS REPORTS INCLUDING THE
 DAILY INSPECTIONS TO THE BUILDING OFFICIAL, AND
 INCLUDING A CODE COMPLIANCE OPINION OF THE RESIDENT
 INSPECTOR. AT THE COMPLETION OF THE CONSTRUCTION WORK
 OR PROJECT, SUCH INSPECTORS SHALL SUBMIT A CERTIFICATE
 OF COMPLIANCE TO THE BUILDING OFFICIAL, STATING THAT
 THE WORK WAS DONE IN COMPLIANCE WITH THIS CODE AND IN
 ACCORDANCE WITH THE PERMITTED DRAWING. FINAL INSPECTION
 SHALL BE MADE BY THE BUILDING OFFICIAL BEFORE A
 CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION
 IS ISSUED; AND CONFIRMATION INSPECTIONS MAY BE MADE AT
 ANY TIME TO MONITOR ACTIVITIES AND RESIDENT INSPECTORS.
 APPROVED RESIDENT INSPECTOR: JOONG CHOI BN # 2912
 MARK SHARMAN BN # 4742
 NOEL WOODALL BN 3 2505
  
 NOT APPROVED:
 JUNIOR MALCOLM CGC062600
 EI#11000110044
  
  
  
 BUILDING PROVISO:
  
 1) THE DESIGNER OF RECORD WOULD LIKE TO DEFER THE
 PRODUCT APPROVALS AS A DEFERRED SUBMITTAL 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION107.3.4.2.
 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2) 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..
  
 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]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-06-24 Cont ID  
Sent By JWITMER Date 2014-06-24 Time 11:00 Rev Time 0.00
Received By jwitmer Date 2014-06-23 Time 11:57 Sent To  
Notes
2014-06-24 10:34:32BUILDING PLAN REVIEW
 PERMIT: 14040379
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS RENE YERNANDEZ CELL 561-568-4182
 TEL: (561)689-8880
  
 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.
  
 2ND REVIEW
 DATE: TUES.24/ 2014
 ACTION: DENIED
  
  
 1) THE PLANS INDICATE THIS PROJECT BE TILT WALL
 REQUIRING A RESIDENT INSPECTOR. THREE (3) SETS OF ALL
 PLANS AND SUBMITTALS. 2010 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 2010 EDITION 110.3.9 OTHER INSPECTIONS
 SERVICES. THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO
 BE MADE BY OTHERS, THE INSPECTIONS REQUIRED BY SECTION
 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS OF
 RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION (TILT WALL)
  
 1A) SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT
 TIMES WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF
 THE BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH
 INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
 INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
 THE RESIDENT INSPECTOR. AT THE COMPLETION OF THE
 CONSTRUCTION WORK OR PROJECT, SUCH INSPECTORS SHALL
 SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING
 OFFICIAL, STATING THAT THE WORK WAS DONE IN COMPLIANCE
 WITH THIS CODE AND IN ACCORDANCE WITH THE PERMITTED
 DRAWING. FINAL INSPECTION SHALL BE MADE BY THE BUILDING
 OFFICIAL BEFORE A CERTIFICATE OF OCCUPANCY OR
 CERTIFICATE OF COMPLETION IS ISSUED; AND CONFIRMATION
 INSPECTIONS MAY BE MADE AT ANY TIME TO MONITOR
 ACTIVITIES AND RESIDENT INSPECTORS.
  
  
 BUILDING PROVISO:
  
 1) THE DESIGNER OF RECORD WOULD LIKE TO DEFER THE
 PRODUCT APPROVALS AS A DEFERRED SUBMITTAL 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION107.3.4.2.
 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2) 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..
  
 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]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-04-25 Cont ID  
Sent By jwitmer Date 2014-04-25 Time 13:24 Rev Time 0.00
Received By jwitmer Date 2014-04-18 Time 05:46 Sent To  
Notes
2014-04-18 07:01:24BUILDING PLAN REVIEW
 PERMIT: 14040379
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS RENE YERNANDEZ CELL 561-568-4182
 TEL: (561)689-8880
  
 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.
  
 1ST REVIEW
 DATE: FRIDAY/ APRIL 18/ 2014
 ACTION: DENIED
  
 NOTE SOILS REPORTS WERE SUBMITTED UNDE RTHE FOUNDATION
 PERMIT, SOILS REPORT BY TIERRA SOURH FLORIDA
 REPORT # 7111-13-202
 PREPARED BY TIERRA SOUTH FLORIDA, INC
 DATED AUGUST 16, 2013
 THIS REPORT SHALL BE CONSIDERED PART OF THE CONTRACT
 DOCUMENTS FOUNDATION-DESIGN IS BASED ONA A SOIL BEARING
 PRESSURE OF 3000 PSF.
  
 1) THE PLANS INDICATE THIS PROJECT BE TILT WALL
 REQUIRING A RESIDENT INSPECTOR. THREE (3) SETS OF ALL
 PLANS AND SUBMITTALS. 2010 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 2010 EDITION 110.3.9 OTHER INSPECTIONS
 SERVICES. THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO
 BE MADE BY OTHERS, THE INSPECTIONS REQUIRED BY SECTION
 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS OF
 RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION (TILT WALL)
  
 1A) SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT
 TIMES WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF
 THE BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH
 INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
 INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
 THE RESIDENT INSPECTOR. AT THE COMPLETION OF THE
 CONSTRUCTION WORK OR PROJECT, SUCH INSPECTORS SHALL
 SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING
 OFFICIAL, STATING THAT THE WORK WAS DONE IN COMPLIANCE
 WITH THIS CODE AND IN ACCORDANCE WITH THE PERMITTED
 DRAWING. FINAL INSPECTION SHALL BE MADE BY THE BUILDING
 OFFICIAL BEFORE A CERTIFICATE OF OCCUPANCY OR
 CERTIFICATE OF COMPLETION IS ISSUED; AND CONFIRMATION
 INSPECTIONS MAY BE MADE AT ANY TIME TO MONITOR
 ACTIVITIES AND RESIDENT INSPECTORS.
  
 1B) ONLY (2) SETS OF PLANS WERE SUBMITTED, (3) ARE
 REQUIRED FOR RESIDENT INSPECTOR PROGRAMS. 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 2010 EDITION 110.3.9
  
 2) NEITHER SHEET A101 BUILDING DATA HEADING NOR LIFE
 SAFETY SHEET A-001 NOR A-002 LIFE SAFETY SHEETS
 INDICATE THE MINIMUM CRITERIA FOR PLAN REVIEW:
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION 110.3.9
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 :107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 2A) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
 2B) OCCUPANCY GROUPS IF SEPERATED OR NON SEPERATED
 FBC-B 508.3 VERSES 508.4.
 2C) IF FIRE SPRINKLERED OR NOT TABLE 503
 2B) WHAT AREA INCREASES WERE TAKEN 506.2 (FRONTAGE) AND
 OR 506.3 (FIRE SPRINKLER)
 2E) FOR EACH OCCUPANCY TYPE/ OCCUPANCY LOAD TABLE
 1004.1.1.
 2F) PLUMBING FIXTURE COUNT OF EACH OCCUPANCY TYPE AND
 OCCUPANCY LOAD FBC-P TABLE 403.1.
 2G) FLOOR LOADING OF MEZZANINE FBC-B TABLE 1607.1 (36)
 LIGHT 125 LBS. OR HEAVY 250 LBS.
  
 3) SHEET A-001 THE MAIN BUILDING SHOWROOMS A BUSINESS
 OCCUPANCY SHOWS A CONFERANCE ROOM WITH 2 EXIT DOORS.
 ADJACENT TO THIS AREA IS A EXIT ACCESS CORRIDOR AND
 DOOR OPENING # 1-129B (SEE SHEET A-113) THIS DOOR
 SWINGS INTO THE COORIDOR, THE OCCUPANT LOAD IS GREATER
 THAN 50 AND SHOULD BE A OUTSWING DOOR. 2010 FBC-B
 1008.1.2.
  
 4) SHEET A-001 & A-113 NEITHER OF THESE SHEETS ACTUALLY
 STATE THE OCCUPANCY FOR THE SERVICE DRIVE, IT WOULD
 APPEAR THIS AREA WOULD BE DECLARED EITHER A AUTO
 STORAGE, A UTILITY OCCUPANCY CAN ONLY BE FOR PRIVATE
 RESIDENTIAL GARGES MEETING THE DEFINITION. WITH THE S-2
 STORAGE REQUIREMENT, THE DOOR # 1-129B WILL BE LEADING
 INTO A MORE HAZARDOUS OCCUPANCY.
  
 2010 FBC-B 1014.2 EGRESS THROUGH INTERVENING SPACES.
 EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH
 THIS SECTION. 1.EGRESS FROM A ROOM OR SPACE SHALL NOT
 PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,
 EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA
 SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A
 GROUP H OCCUPANCY AND PROVIDE A DISCERNIBLE PATH OF
 EGRESS TRAVEL TO AN EXIT.
 EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
 ADJOINING OR INTERVENING ROOMS OR SPACES IN A GROUP H,
 S OR F OCCUPANCY WHEN THE ADJOINING OR INTERVENING
 ROOMS OR SPACES ARE THE SAME OR A LESSER HAZARD
 OCCUPANCY GROUP.
  
 5A) SHEET A-001 & A-113 NEITHER OF THSES SHEETS
 INDICATE OCCUPANCY SEPERATION WALLS INCOMPLIANCE WITH
 2010 FBC-B TABLE 508.4 FOR B & S2 PARKING GARAGES
 (SERVICE DRIVE) SEE 3.11.3 S-2 PARKING GARAGES,
 REQUIRING A 1 HOUR SEPERATION.
 707.3.8 SEPARATED OCCUPANCIES.
 WHERE THE PROVISIONS OF SECTION 508.4 ARE APPLICABLE,
 THE FIRE BARRIER SEPARATING MIXED OCCUPANCIES SHALL
 HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT
 INDICATED IN TABLE 508.4 BASED ON THE OCCUPANCIES BEING
 SEPARATED.
  
 5B) 406.6.1 GENERAL.
 REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 THE FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1
 THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR
 FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION
 406.5.
  
  
 6A) SHEET A-001 & A-113 THE OCCUPANCY SEPARATION
 BETWEEN THE SERVICE DRIVE (PARKING GARAGE) S-2 AND THE
 AUTOMOBILE REPAIR GARAGE (F-1) IS MISSING SEE THE
 OPENING PROTECTIVES FOUND UNDER 2010FBC-B T 715.4 UNDER
 THE HEADING OTHER FIRE BARRIERS. 3/4 HOUR FIRE BARRIER.
 FBC-B TABLE 508.4. REQUIRES A 1 HOUR FIRE SEPERATION
 FOR SPRINKLERED BUILDINGS. 406.6.1 GENERAL. REPAIR
 GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
 FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1
 THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR
 FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION
 406.5. 2010 FL FIRE PREVENTION CODE TABLE
 6.1.1.4.4.1(B) ALSO 1 HOUR FIRE SEPARATION, REPAIR
 GARAGES ARE CLASSIFIED AS SPECIAL PURPOSE INDUSTRIAL
 GARAGES.
  
 6B) SHEET A-001 & A-113 THE OCCUPANCY SEPARATION
 BETWEEN THE SERVICE DRIVE (PARKING GARAGE) S-2 AND THE
 AUTOMOBILE REPAIR GARAGE (F-1) IS MISSING SEE THE
 OPENING PROTECTIVES FOUND UNDER 2010FBC-B T 715.4 UNDER
 THE HEADING OTHER FIRE BARRIERS. 3/4 HOUR FIRE BARRIER.
  
 7) MEZZANINE SHEETS A-001, A-111, A-114, A-122 & A-124
 ALL THESE SHEETS INDICATE A MEZZANINE. SEE DEFITION OF
 MEZZANINE AREA LIMITATIONS. 505.2 AREA LIMITATION.
 THE AGGREGATE AREA OF A MEZZANINE OR MEZZANINES WITHIN
 A ROOM SHALL NOT EXCEED ONE-THIRD OF THE FLOOR AREA OF
 THAT ROOM OR SPACE IN WHICH THEY ARE LOCATED. THE
 ENCLOSED PORTION OF A ROOM SHALL NOT BE INCLUDED IN A
 DETERMINATION OF THE FLOOR AREA OF THE ROOM IN WHICH
 THE MEZZANINE IS LOCATED. IN DETERMINING THE ALLOWABLE
 MEZZANINE AREA, THE AREA OF THE MEZZANINE SHALL NOT BE
 INCLUDED IN THE FLOOR AREA OF THE ROOM.
 EXCEPTIONS:
 1. THE AGGREGATE AREA OF MEZZANINES IN BUILDINGS AND
 STRUCTURES OF TYPE I OR II CONSTRUCTION FOR SPECIAL
 INDUSTRIAL OCCUPANCIES IN ACCORDANCE WITH SECTION 306.4
 SHALL NOT EXCEED TWO-THIRDS OF THE FLOOR AREA OF THE
 ROOM.
  
 PLEASE PROVIDE THE AREA OF THE PART STORAGE AREA AND
 THE AREA TO BE OPEN AREA 31,32,AND 33 TO SEE IF
 EXCEPTION 1 WILL QUALIFY THIS AREA AS A MEZZANINE. THE
 OTHER ISSUE THAT WILL BE IMPORTANT TO KNOW IS WHAT
 MATERIAL THE FLOOR WILL BE MADE OF, THE PLANS ONLY
 STATE STEEL MEZZANINE BY SPECIALITY ENGINEER, IS THIS A
 SOLID FLOOR OR GRATING TYPE FLOORING?
  
 8) SHEET -114 STAIR # 3 DOES NOT INDICATE WALL TYPE
 MISSING WALL TAG IDENTIFICATION. 2010 FBC-B 1022.1.
  
 9) PLEASE INDICATE COMPLIANCE WITH 2010 FBC-B 406.6.3
 VENTILATION FOR THE REPAIR GARAGE AND FOR THE CAR
 DETAIL AREA.
  
 10A) SHEET A119 DETAIL 2 & 3 BOTH INDICATE ROOF DRAINS
 WITHIN THE STAIRWELLS. SHEET A314 & A315 BOTH DETAIL 3
 INDICATE THE ROOF DRAIN WITHIN THE STAIRWELL AS WELL AS
 P2.12 SANITARY VENT, PLEASE REVIEW 2010 FBC-B 1022.4
 PENETRATIONS. PENETRATIONS INTO AND OPENINGS THROUGH AN
 EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT
 EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH
 SECTION 713. THERE SHALL BE NO PENETRATIONS OR
 COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT,
 BETWEEN ADJACENT EXIT ENCLOSURES.
  
 10B) THE STAIRWELL DIAGRAMS DO NOT SHOW A HANDRAIL ON
 BOTH SIDES OF THE STAIRWELL. 2010 FBC-B TAIRWAYS SHALL
 HAVE HANDRAILS ON EACH SIDE AND SHALL COMPLY WITH
 SECTION 1012.
  
 11) SHEET A201, A202 & A203 SHOW CURTAIN WALL TYPE
 CONSTRUCTION, NO PRODUCT APPROVALS WERE SUBMITTED FOR
 THIS GLAZING SYSTEM. 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)(C) CURTAIN WALLS
  
 12) SHEET A201, A202 & A508 ALL SHOW ACM PANELS SHOW
 COMPLIANCE WITH 2010 FBC-B:
 1407.1.1 PLASTIC CORE.
 THE PLASTIC CORE OF THE MCM SHALL NOT CONTAIN FOAM
 PLASTIC INSULATION AS DEFINED IN SECTION 2602.1.
  
 12A) 1407.2 EXTERIOR WALL FINISH. MCM USED AS EXTERIOR
 WALL FINISH OR AS ELEMENTS OF BALCONIES AND SIMILAR
 PROJECTIONS AND BAY AND ORIEL WINDOWS TO PROVIDE
 CLADDING OR WEATHER RESISTANCE SHALL COMPLY WITH
 SECTIONS 1407.4 THROUGH 1407.14.
  
 12B) 1407.3 ARCHITECTURAL TRIM AND EMBELLISHMENTS. MCM
 USED AS ARCHITECTURAL TRIM OR EMBELLISHMENTS SHALL
 COMPLY WITH SECTIONS 1407.7 THROUGH 1407.14.
  
 12C) 1407.4 STRUCTURAL DESIGN. MCM SYSTEMS SHALL BE
 DESIGNED AND CONSTRUCTED TO RESIST WIND LOADS AS
 REQUIRED BY CHAPTER 16 FOR COMPONENTS AND CLADDING.
  
 12D) 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN
 ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING
 OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF
 CHAPTER 16 FOR WIND LOADS. 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)(C) PANEL WALLS
  
 12E) 1407.6 WEATHER RESISTANCE.MCM SYSTEMS SHALL COMPLY
 WITH SECTION 1403 AND SHALL BE DESIGNED AND CONSTRUCTED
 TO RESIST WIND AND RAIN IN ACCORDANCE WITH THIS SECTION
 AND THE MANUFACTURER?S INSTALLATION INSTRUCTIONS.
 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)(C)
 PANEL WALLS
  
 12F) 1407.7 DURABILITY. MCM SYSTEMS SHALL BE
 CONSTRUCTED OF APPROVED MATERIALS THAT MAINTAIN THE
 PERFORMANCE CHARACTERISTICS REQUIRED IN SECTION 1407
 FOR THE DURATION OF USE.
  
 12G) 1407.8 FIRE-RESISTANCE RATING. WHERE MCM SYSTEMS
 ARE USED ON EXTERIOR WALLS REQUIRED TO HAVE A
 FIRE-RESISTANCE RATING IN ACCORDANCE WITH SECTION 705,
 EVIDENCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL
 THAT THE REQUIRED FIRE-RESISTANCE RATING IS MAINTAINED.
 EXCEPTION: MCM SYSTEMS NOT CONTAINING FOAM PLASTIC
 INSULATION, WHICH ARE INSTALLED ON THE OUTER SURFACE OF
 A FIRE-RESISTANCE-RATED EXTERIOR WALL IN A MANNER SUCH
 THAT THE ATTACHMENTS DO NOT PENETRATE THROUGH THE
 ENTIRE EXTERIOR WALL ASSEMBLY, SHALL NOT BE REQUIRED TO
 COMPLY WITH THIS SECTION.
  
 12H) 1407.9 SURFACE-BURNING CHARACTERISTICS. UNLESS
 OTHERWISE SPECIFIED, MCM SHALL HAVE A FLAME SPREAD
 INDEX OF 75 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450
 OR LESS WHEN TESTED IN THE MAXIMUM THICKNESS INTENDED
 FOR USE IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 12I) 1407.10 TYPE I, II, III AND IV CONSTRUCTION. WHERE
 INSTALLED ON BUILDINGS OF TYPE I, II, III AND IV
 CONSTRUCTION, MCM SYSTEMS SHALL COMPLY WITH SECTIONS
 1407.10.1 THROUGH 1407.10.4, OR SECTION 1407.11.
  
 12J) 1407.10.1 SURFACE-BURNING CHARACTERISTICS. MCM
 SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND
 A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 WHEN
 TESTED AS AN ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED
 FOR USE IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 13) SHEETS A201, A202 & A203 ALL SHOW THE USE OF A RAIN
 SCEEN WALL AS WELL AS A508 PLEASE PROVIDE
 MANUFACTURERES SPECIFICATIONS FOR THIS SYSTEM,
 MATERIAL,HOW ITWILL BE FASTENED TO THE TILT UP PANELS
 AND TESTING FOR WIND DESIGN POSITIVE AND NEGATIVE
 PRESSURES. 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) SYSTEMS & PRODUCTS INTRODUCED AS A
 RESULT FROM NEW TECHNOLOGY.
  
 14A) SHEET A118 & A315 BOTH INDICATE PER-ENGINEEERED
 A/C STANDS PLEASE SHOW COMPLIANCE WITH: 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)(G)
 PRE-ENGINEERED A/C STANDS.
  
 14B) 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..
  
 15A) SHEET S-2.3 NOTES FOR PRECAST JOIST ROOF NOTES
 INDICATES THE STEEL AND THICKNESS OF THE ROOF DECK, THE
 ROOF DECK IS THE ROOF FOR THE AUTO REPAIR GARAGE BELOW,
 PLEASE PROVIDE COMPLIANCE WITH 2010FBC-B 1503.1
 GENERAL. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF
 COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN
 ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER. ROOF
 COVERINGS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
 WITH THIS CODE AND THE APPROVED MANUFACTURER?S
 INSTRUCTIONS SUCH THAT THE ROOF COVERING SHALL SERVE TO
 PROTECT THE BUILDING OR STRUCTURE.
  
 SHEET A-118.1 NOTE 121 INDICATES TTHE USE OF VULKEM 350
 NF BY TREMCO. 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.
  
 15B) FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE
 FOR SUPERVISING AND REVIEWING ALL PROJECT DATA,
 REPORTS, SHOP DRAWINGS ETC.. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS &
 CLADDING
  
 16) SHEET A105 THE VACUUM BUILDING DOES NOT INDICATED
 TO BE A OPEN OR PARTIALLY OPEN DESIGN, SHEET S5.1 DOES
 NOT PROVIDE THE WIND DESIGN CRITERIA FOR THIS BUILDING
 OR PRESSURES.
 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
 16.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
 16.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
 16.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
 16.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
 16.5) COMPONENTS & CLADDING PRESSURES POSITVE &
 NEGATIVE TABLE 1609.2(2) .
  
 NO PRODUCT INFORMATION IS PROVIDED FOR THIS BUILDING
  
 17) SHEET A107 CAR WASH HAS A DIFFERENT ROOF HEIGHT
 THAN THE MAIN BUILDING AND WILL NEED A PRESSURE CHART
 SIMILAR TO THAT ON SHEET S-5.1 FOR THIS MEAN ROOF
 HEIGHT.
  
 18) THIS SAME SHEET SHOW 2 FUEL TANKS BUT THERE IS NO
 INFORMATION FOR THE TANKS SINGLE WALL OR DOUBLE WALL,
 TYPE OF MATERIALS LEAK SENSORS. THE TANKS THEMSELVES
  
 19) IMPACT FEES WERE NOT PAID ON FOUNDATION PERMIT,
 OWNER/ DEVELOPER HAD REQUESTED P B C IMPACT FEES TO BE
 PAID ON THE BUILDING PERMIT. MR SWOOPE & BO ROBERT
 BROWN BOTH AGREED THE BUILDING PERMIT SET OF PLANS TO
 BE REVIEWED BY P B COUNTY IMPACT FEE OFFICE FOR
 ASSESSMENT BEFORE THE BUILDING PERMIT CAN BE ISSUED.
  
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 20): WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-06-30 Cont ID  
Sent By ALBERRAN Date 2014-06-30 Time 13:24 Rev Time 0.00
Received By dhayes Date 2014-06-30 Time 08:33 Sent To  
Notes
2014-06-30 09:43:29BACK TO C28
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-05-01 Cont ID  
Sent By albarran Date 2014-05-01 Time 18:16 Rev Time 0.00
Received By albarran Date 2014-05-01 Time 13:44 Sent To ENG
Notes
2014-05-01 18:40:36FAILED FIRST ELECTRICAL REVIEW AS FOLLOWS:
 1. THE TWO ROOMS/OFFICES ON THE NE CORNER ARE MISSING
 BOTH EXIT AND/OR EMERGENCY LIGHTING FBC_B 1006.2.1(2)
 2. THE DEDICATED CIRCUIT FOR THE DRINKING FOUNTAIN
 SHALL BE GFCI PROTECTED NEC 422.52
 3. CORRECT KEY NOTE 1 ON PAGE E5.1
 4. THE RISER DIAGRAM FROM DPB OUT HAS TO BE CORRECTED.
 5. INDICATE THE CIRCUIT DESIGNATION FOR THE OUTLETS ON
 THE TELEPHONE RISER DIAGRAM
 6. A SEPARATE PERMIT & SHOP DRAWINGS ARE REQUIRED FOR
 THE FIRE ALARM.
 FOR ANY QUESTIONS OR COMMENTS ON THIS REVIEW, PLEASE
 CONTACT:
 MIKE ALBARRAN, ELECTRICAL PLANS EXAMINER, PX3353
 CITY OF WEST PALM BEACH DEVELOPMENT SERVICES DEPARTMENT
 PH: (561) 805-6718, EMAIL: [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-07-10 Cont ID  
Sent By MGONZALE Date 2014-07-10 Time   Rev Time 1.00
Received By mgonzale Date 2014-07-10 Time   Sent To I
Notes
2014-07-10 09:57:58ENGINEERING IS REVIEWING UNDER A SITE DEVELOPMENT
 PERMIT.
  
 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 ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-05-04 Cont ID  
Sent By MGONZALE Date 2014-05-04 Time   Rev Time 1.00
Received By mgonzale Date 2014-05-04 Time   Sent To I
Notes
2014-05-04 21:55:04DOMESTIC WATER SERVICE AND FIRELINE NEED REVISION,
 CONTACT:
  
 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
  
2014-05-01 18:41:16RETURNED TO BIN FOR FURTHER REVIEW
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-06-05 Cont ID  
Sent By PLEDUC Date 2014-06-05 Time   Rev Time 0.00
Received By pleduc Date 2014-06-05 Time 12:35 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-04-29 Cont ID  
Sent By pleduc Date 2014-04-29 Time 15:44 Rev Time 0.00
Received By pleduc Date 2014-04-29 Time 13:26 Sent To E
Notes
2014-04-29 15:44:03THIS PLAN WAS REVIEWED BY PETER LEDUC, FIRE MARSHAL,
 WITH THE FOLLOWING COMMENTS.
  
 ALL "A" SHEETS - THE FIRE RATING OF THE EACH SEPARATED
 OCCUPANY WALL/OPENING/DOOR IS NOT INDICATED. EACH
 OCCUPANCY SEPARATION SHALL BE SEPARATED BY THE
 APPROPRIATE WALL/OPENING/DOOR FIRE RATING AND INDICATED
 AS SUCH ON EACH APPLICABLE SHEET.
  
 ALL "LS" AND "A" SHEETS - PROPOSED OCCUPANCY
 IDENTIFICATION AND OCCUPANCY LOADS ARE NOT INDICATED.
 EACH OCCUPANCY SHALL BE IDENTIFIED WITH OCCUPANY LOAD
 TO ENSURE LIFE SAFETY CODE COMPLIANCE REQUIRMENTS.
  
 A 101 THE GAS AND DIESEL DRAWING IS OUTLINED IN KIND
 WITH THE OTHER SAMLLER BUILDINGS. THOUGH A HEADING
 STATES THAT THIS BUILDING IS NOT INCLUDED IN THIS
 PERMIT, THAT BUILDING SHALL NOT BE OUTLINED AND CLEARLY
 REMOVED/STRUCK THROUGH.
  
 A 001 - EMERGENCY LIGHTING IS NOT INDICATED; ALL
 EMERGENCY LIGHTING ILLUMINATING THE EXIT TRAVEL PATH
 COULD NOT BE VERIFIED ON THE ELETRICAL SHEETS. ALL
 EMERGECNY LIGHTING (AND EXIT SIGNS) SHALL BE CLEARLY
 LOCATED ON THE LS SHEET AND CLEARLY DUPLICATED ON THE
 APPLICABLE ELECTRICAL SHEETS.
  
 A 001 & 113 THE EXIT DOOR FROM THE SHOWROOM TO THE
 SERVICE DRIVE SHALL SWING IN PATH PATH OF EGRESS.
  
 A 115-117 - PLEASE PROVIDE THE JUSTIFICATION FOR THE
 SIZE OF THE MEZZANINE AND FOR PROVIDING ONLY ONE EXIT.
 THE WORD "ENGENEER" IS MISPELLED OVER THE MEZZANINE.
  
 A 116 - TIRE STORAGE IS A HIGH HAZARD AND THE
 SPACE/SEPARATION SHALL BE PROTECTED ACCORDINGLY.
  
 A 314 - PLEASE INDICATE AND/OR ACCOUNT FOR BOTH SIDES
 OF THE RAILING FOR EACH STARIWELL DRAWING.
  
 FA 0.1 - THE FIRE ALARM SHALL BE APPROVED THROUGH
 SEPARATE SHOP DRAWINGS AND INDICATED ON THE PLAN.
  
 LIGHWEIGHT TRUSS SIGNAGE SHALL BE INDICATE WHERE
 APPLICABLE ON EACH SHEET.
  
 PLEASE REFER TO BUILDING DEPATMENT COMMENTS REGARDING
 OTHER APPLICABLE FIRE/LIFE SAFETY RELATED COMMENTS.
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-04-06 Cont ID  
Sent By   Date 2015-04-06 Time   Rev Time 0.00
Received By   Date 2015-03-16 Time   Sent To  
Notes
2015-03-17 06:31:13SENT TO J. W. DESK.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-07-11 Cont ID  
Sent By skennedy Date 2014-07-11 Time 07:38 Rev Time 0.00
Received By skennedy Date 2014-06-03 Time 16:13 Sent To  
Notes
2014-06-03 16:13:36C28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-05-17 Cont ID  
Sent By skennedy Date 2014-05-17 Time 07:01 Rev Time 0.00
Received By skennedy Date 2014-04-09 Time 16:42 Sent To  
Notes
2014-04-11 16:43:21SENT TO C28 SHELF FOR REVIEW. JG.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2014-06-24 Cont ID  
Sent By jwitmer Date 2014-06-23 Time 11:57 Rev Time 0.00
Received By jwitmer Date 2014-06-23 Time 11:57 Sent To  
Notes
2014-06-24 10:59:56P B C IMPACT FEE OFFICE
 MAY 22/ 2014
 MU2014- 7500
 $340,859.02
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-04-25 Cont ID  
Sent By jwitmer Date 2014-04-25 Time 13:16 Rev Time 0.00
Received By jwitmer Date 2014-04-18 Time 05:49 Sent To  
Notes
2014-04-18 05:53:02IMPACT FEES WERE NOT PAID ON FOUNDATION PERMIT, OWNER/
 DEVELOPER HAD REQUESTED P B C IMPACT FEES TO BE PAID ON
 THE BUILDING PERMIT. MR SWOOPE & BO ROBERT BROWN BOTH
 AGREED THE BUILDING PERMIT SET OF PLANS TO BE REVIEWED
 BY P B COUNTY IMPACT FEE OFFICE FOR ASSESSMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED.
  
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-06-06 Cont ID  
Sent By HMOSER Date 2014-06-06 Time 16:08 Rev Time 0.00
Received By hmoser Date 2014-06-04 Time 10:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-04-30 Cont ID  
Sent By hmoser Date 2014-04-30 Time 14:29 Rev Time 0.00
Received By hmoser Date 2014-04-30 Time 12:48 Sent To  
Notes
2014-04-30 14:29:16PLAN DENIED
 1) REFER TO SECTION 304.11 GUARDS 2010 FBC (M)
 2) REFER TO SECTION 401.5 INTAKE OPENING PROTECTION
 2010 FBC (M)
 3) REFER TO SECTION 501.2.2 EXHAUST OPENING PROTECTION
 2010 FBC (M)
 4) PROVIDE BOLT SIZE AND SPACING FOR A/C STAND
 RTU CURB AND EXHAUST CURB ON THE MECHANICAL
 PLAN.PER SECTION 301.12 WIND RESISTANCE
 2010 FBC (M)
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 2 Status P Date 2014-06-24 Cont ID  
Sent By JWITMER Date 2014-06-24 Time 08:50 Rev Time 0.00
Received By jwitmer Date 2014-06-23 Time 11:57 Sent To  
Notes
2014-06-24 08:50:06PLUMBING PLAN REVIEW
 PERMIT: 14040379
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS RENE YERNANDEZ CELL 561-568-4182
 TEL: (561)689-8880
  
 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.
  
 2ND REVIEW
 DATE: TUES. JUNE 24/ 2014
 ACTION: PROVISO
  
 1) A SEPARATE PERMIT IS REQUIRED FOR THE OIL SEPARATOR
 FOR TRACKING PURPOSES. SHEET P0.2 INDICATES THE
 PROPOSED USE OF A:
 SCHIER OIL/ SAND SEPARATOR OS-100
  
 2) DEFERRED SUBMITTALS:
 SHEET P.01 DOES NOT LIST THE CAR WASH FLOOR DRAIN NOR
 IS THE INFORMATION FOUND ON P2.1.3.
 2010 FBC-P 412.1 APPROVAL.
 FLOOR DRAINS SHALL CONFORM TO ASME A112.3.1, ASME
 A112.6.3 OR CSA B79. TRENCH DRAINS SHALL COMPLY WITH
 ASME A112.6.3.
  
 412.2 FLOOR DRAINS.
 FLOOR DRAINS SHALL HAVE REMOVABLE STRAINERS. THE FLOOR
 DRAIN SHALL BE CONSTRUCTED SO THAT THE DRAIN IS CAPABLE
 OF BEING CLEANED. ACCESS SHALL BE PROVIDED TO THE DRAIN
 INLET. READY ACCESS SHALL BE PROVIDED TO FLOOR DRAINS.
 RESPONSE: SEE ATTACHED BROADWAY EQUIPMENT PLANS
 PROVIDED BY OTHERS. NOT PART OF PACKAGE.
  
 3 )DEFERRED SUBMITTALS:
 SHEET P2.1.3. THE PLANS REFERENCE BROADWAY EQUIPMENT
 CO. BUT NO FURTHER DIRECTION IS GIVEN WHERE TO FIND
 DETAILS ON THE TRENCH DRAIN, NEITHER THE STRUCTURAL
 PLANS PROVIDE ANY INFORMATION. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
 RESPONSE: SEE ATTACHED BROADWAY EQUIPMENT PLANS
 PROVIDED BY OTHERS. NOT PART OF PACKAGE.
  
  
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-04-25 Cont ID  
Sent By jwitmer Date 2014-04-25 Time 18:42 Rev Time 0.00
Received By jwitmer Date 2014-04-18 Time 05:47 Sent To  
Notes
2014-04-25 13:19:29PLUMBING PLAN REVIEW
 PERMIT: 14040379
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS RENE YERNANDEZ CELL 561-568-4182
 TEL: (561)689-8880
  
 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.
  
 1ST REVIEW
 DATE: FRIDAY/ APRIL 25/ 2014
 ACTION: DENIED
  
 1) SHEET P.01 DOES NOT LIST THE CAR WASH FLOOR DRAIN
 NOR IS THE INFORMATION FOUND ON P2.1.3.
 2010 FBC-P 412.1 APPROVAL.
 FLOOR DRAINS SHALL CONFORM TO ASME A112.3.1, ASME
 A112.6.3 OR CSA B79. TRENCH DRAINS SHALL COMPLY WITH
 ASME A112.6.3.
  
 412.2 FLOOR DRAINS.
 FLOOR DRAINS SHALL HAVE REMOVEABLE STRAINERS. THE FLOOR
 DRAIN SHALL BE CONSTRUCTED SO THAT THE DRAIN IS CAPABLE
 OF BEING CLEANED. ACCESS SHALL BE PROVIDED TO THE DRAIN
 INLET. READY ACCESS SHALL BE PROVIDED TO FLOOR DRAINS.
  
 2) SHEET P.02 DETAIL FOR ROOF PIPING SUPPORT, TAN PRO
 801 IS INDICATED TO HAVE MIAMI DADE PRODUCT TEST
 REPORT, PLEASE PROVIDE REPORT SHOWING COMPLIANCE WITH
 2010 FBC-P 308.4 STRUCTURAL ATTACHMENT.
 HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDING
 CONSTRUCTION IN AN APPROVED MANNER.
 308.5 INTERVAL OF SUPPORT. PIPE SHALL BE SUPPORTED IN
 ACCORDANCE WITH TABLE 308.5.
  
 3) WITHIN THE PERMIT SET OF PLANS THERE ARE NO CIVIL
 PLANS OR OVER ALL SITE BUILDING SEWER PLANS PROVIDING A
 OVER ALL LAYOUT OF THE VARIOUS BUILDING SEWERS AND HOW
 THEY DEVELOP INTO THE BUILDING SEWER PLAN.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 107.3.5.1.3(4)
 BUILDING SEWER, MINIMUM REQUIREMENTS FOR COMMERCIAL
 PLUMBING PLAN REVIEW.
  
 4) SHEET P2.1.2:
 4A) THE PLANS SHOW CAR LIFTS BUT THERE IS NO MENTION AS
 TO WHAT TYPE SYSTEM THESE LIFTS ARE, IF THEY ARE
 HYDROLIC, ELECTRIC, PLEASE PROVIDE THE MANUFACTURERS
 SPECIFICATIONS AND INSTALATION INFORMATION. CONCERNS
 WITH HYDROLIC FLUID LEAKS AND CLEAN UP OF SUCH LEAKS.
 THE SAME ISSUE
 IS WITH THE PARTS DELIVERY LIFT TO THE MEZANINE LEVEL,
 THE STRUCTURAL SHEETS SHOW A RECESS INTHE SLAB.
 HYDROLIC LIFTS MAY NEED TO COMPLY WITH 1003.4 OIL
 SEPARATORS OR A OIL SEPARATOR IS NOT REQUIRED IN
 HYDRAULIC ELEVATOR PITS WHERE AN APPROVED ALARM SYSTEM
 IS INSTALLED (EXCEPTION).
  
 4B) THIS OCCUPANCY BEING A AUTOMOBILE REPAIR & SERVICE
 GARAGE WILL NEED TO SHOW COMPLIANCE WITH 2010 FBC-P
 1003.4.2.2 GARAGES AND SERVICE STATIONS.
 WHERE AUTOMOBILES ARE SERVICED, GREASED, REPAIRED OR
 WASHED OR WHERE GASOLINE IS DISPENSED, OIL SEPARATORS
 SHALL HAVE A MINIMUM CAPACITY OF 6 CUBIC FEET (0.168
 M3) FOR THE FIRST 100 SQUARE FEET (9.3 M2) OF AREA TO
 BE DRAINED, PLUS 1 CUBIC FOOT (0.28 M3) FOR EACH
 ADDITIONAL 100 SQUARE FEET (9.3 M2) OF AREA TO BE
 DRAINED INTO THE SEPARATOR. PARKING GARAGES IN WHICH
 SERVICING, REPAIRING OR WASHING IS NOT CONDUCTED, AND
 IN WHICH GASOLINE IS NOT DISPENSED, SHALL NOT REQUIRE A
 SEPARATOR. AREAS OF COMMERCIAL GARAGES UTILIZED ONLY
 FOR STORAGE OF AUTOMOBILES ARE NOT REQUIRED TO BE
 DRAINED THROUGH A SEPARATOR.
  
 5) SHEET P2.1.3.
 5A) THE PLANS REFERENCE BROADWAY EQUIPMENT CO. BUT NO
 FURTHER DIRECTION IS GIVEN WHERE TO FIND DETAILS ON THE
 TRENCH DRAIN, NEITHER THE STRUCTURAL PLANS PROVIDE ANY
 INFORMATION. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 5B) PLEASE PROVIDE A DOMESTIC WATER PLAN FOR THIS
 BUILDING SHOW HOW THE POTABLE WATER WILL BE HOOKED INTO
 THE CAR WASH RECLAIMED WATER SYSTEM AND PROTECTION OF
 THE POTABLE WATER, 2010 FBC-P 608.3 608.3 DEVICES,
 APPURTENANCES, APPLIANCES AND APPARATUS.
 ALL DEVICES, APPURTENANCES, APPLIANCES AND APPARATUS
 INTENDED TO SERVE SOME SPECIAL FUNCTION, SUCH AS
 STERILIZATION, DISTILLATION, PROCESSING, COOLING, OR
 STORAGE OF ICE OR FOODS, AND THAT CONNECT TO THE WATER
 SUPPLY SYSTEM, SHALL BE PROVIDED WITH PROTECTION
 AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY
 SYSTEM. WATER PUMPS, FILTERS, SOFTENERS, TANKS,
 COMMERCIAL DRINKING WATER DISPENSERS AND ALL OTHER
 APPLIANCES AND DEVICES THAT HANDLE OR TREAT POTABLE
 WATER SHALL BE PROTECTED AGAINST CONTAMINATION.
  
 5C) THE PLANS APEAR TO HAVE THE VENT FOR THE OIL
 SEPARATOR BUT THERE IS NO VENT SHOWN FOR THE FLOW
 CONTROL DEVICE (AIR INTAKE) 2010 FBC-P 1003.3.4.2.
  
 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2014-06-11 Cont ID  
Sent By ESCHNEID Date 2014-06-11 Time 13:30 Rev Time 2.00
Received By eschneid Date 2014-06-11 Time 13:30 Sent To  
Notes
2014-06-11 13:32:41PASSED
  
 1) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE - PLEASE NOTE THE DISCREPANCIES BETWEEN
 THE ARCHITECTURAL SITE PLAN AND THE LANDSCAPE PLAN,
 WHICH SHALL BE CORRECTED ON THE LANDSCAPE PLAN
 SUBMITTED WITH THE LANDSCAPE PERMIT.
  
 I. THE ISLAND THAT HAS THE FIRE DEPARTMENT CONNECTION
 IS SIZED DIFFERENTLY ON THE TWO PLANS. THE SITE PLAN
 (AND THE MOST RECENT CIVIL PLAN) SHOWS A 19 FOOT WIDE
 ISLAND WHILE THE LANDSCAPE PLAN SHOWS A WIDER ONE
 (SCALES AT 22 FEET, BUT NO DIMENSION LINE). THE PARKING
 ROW AND NEXT ISLAND TO THE SOUTH ARE SHIFTED BY 3 FEET
 AS WELL. STAFF IS CONCERNED THAT THE CASSIA TREE SHOWN
 IN THE ISLAND NEXT TO THE WATER LINES/FIRE DEPARTMENT
 CONNECTION MAY CAUSE PROBLEMS DOWN THE ROAD DO TO ROOT
 ENCROACHMENT. THE REVISED LANDSCAPE PLAN SHALL VERIFY
 THAT THE TREE SPECIES/LOCATION WILL NOT CAUSE PROBLEMS
 TO THE WATER LINES (A ROOT BARRIER IS STRONGLY
 RECOMMENDED).
  
 II. THE LIGHT POLE LOCATIONS AND HEAD STYLES DIFFER.
 LANDSCAPE AND LIGHTS SHALL NOT CONFLICT.
  
 B. PARKING LOT STRIPING
  
 C. SITE LIGHTING - THE PHOTOMETRIC PLAN SHALL SHOW
 COMPLIANCE WITH THE APPROVED DSI LIGHTING CONDITIONS.
 INCLUDE INFORMATION ON THE PROPOSED LIGHTS AND THE
 CUT-OFF FEATURES. THE MOST RECENT PHOTOMETRIC PLAN
 SUBMITTED SHOWS COMPLIANCE WITH THE FOLLOWING
 CONDITION. PLEASE ENSURE THAT THE PLAN SUBMITTED WITH
 THE SITE LIGHTING PERMIT CONTINUES TO DO SO:
  
 DSI CONDITION: LIGHT TRESPASS FROM THE SITE SHALL NOT
 EXCEED 2.0 FOOT CANDLES AT THREE (3) FEET ABOVE GRADE
 WHEN MEASURED AT THE CURB ALONG OKEECHOBEE BOULEVARD
 AND CHILLINGWORTH DRIVE.
  
 D. FENCES AND GATES - PLEASE CONSIDER USING VINYL
 COATED CHAIN LINK INSTEAD OF GALVANIZED.
  
 E. BICYCLE RACK
  
 F. SIGNAGE - PLEASE NOTE THAT IT APPEARS THE NUMBER OF
 SIGNS MAY EXCEED THE CITY?S ALLOWANCE.
  
 G. COMPACTOR ENCLOSURE
  
 2) PLEASE REMEMBER THAT SINCE THE PROPOSED SITE PLAN
 MODIFIES THE EXISTING CURB CUTS ON OKEECHOBEE BOULEVARD
 AND CHILLINGWORTH DRIVE:
  
 A. AN FDOT RIGHT-OF-WAY PERMIT AND VERIFICATION OF
 SATISFACTORY COMPLETION OF THE WORK WILL BE REQUIRED
 FOR THE OKEECHOBEE BOULEVARD WORK PRIOR TO THE CITY
 ISSUING THE CERTIFICATE OF OCCUPANCY FOR THE SITE.
  
 B. A CITY RIGHT-OF-WAY PERMIT FOR CHILLINGWORTH DRIVE
 AND THE ALLEY WILL BE REQUIRED FROM THE CITY'S
 ENGINEERING SERVICES DEPARTMENT.
  
 3) PLEASE NOTE THAT THE MINOR AMENDMENT FOR THE
 DEALERSHIP HAS NOT BEEN APPROVED. ZONING STAFF HAS
 INCLUDED AN INSPECTION HOLD ON THIS PERMIT UNTIL THE
 REQUIRED MINOR AMENDMENT IS FINALIZED.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2014-04-21 Cont ID  
Sent By eschneid Date 2014-04-21 Time 13:06 Rev Time 2.00
Received By eschneid Date 2014-04-21 Time 13:06 Sent To  
Notes
2014-04-21 13:07:08FAILED
  
 PLEASE PROVIDE WRITTEN RESPONSES.
  
 1) THE MOST RECENT SET OF ARCHITECTURAL SITE PLANS
 (REVISION DATE APRIL 2, 2014) WAS NOT PROVIDED WITH
 THIS PERMIT. CHANGES SHOWING THE CORRECT NUMBER OF
 PARKING SPACES IN THE NORTHEASTERN MOST EMPLOYEE
 PARKING AREA, THE NORTHERN MOST FIRE HYDRANT AND THE
 TRANSFORMER PAD HAVE NOT BEEN INCLUDED.
  
 2) THE ROOF PLAN, SHEET 118.1, INCORRECTLY LISTS 22
 (INSTEAD OF 24) PARKING SPACES. ADDITIONALLY, THE RACK,
 WITH CU-6, SHOWN ON MECHANICAL SHEET M3.2 IS NOT
 REFLECTED ON SHEET 118.1.
  
 3) THE FPL TRANSFORMER AND PAD ADJACENT TO THE TRASH
 COMPACTOR ARE SHOWN DIFFERENTLY ON THE SITE, CIVIL AND
 LANDSCAPE PLANS. THE SITE POWER PLAN SHOWS THE
 TRANSFORMER IN A COMPLETELY DIFFERENT LOCATION THAN THE
 OTHER THREE PLANS. ALL PLANS SHALL SHOW THE SAME
 CONDITION.
  
 4) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE - PLEASE NOTE THAT THE SUBMITTED LANDSCAPE
 PLAN IS NOT THE MOST RECENT LANDSCAPE PLAN.
  
 B. PARKING LOT STRIPING
  
 C. SITE LIGHTING - THE PHOTOMETRIC PLAN NEEDS TO SHOW
 COMPLIANCE WITH THE APPROVED DSI LIGHTING CONDITIONS.
 NO INFORMATION ON THE PROPOSED LIGHTS AND THE CUT-OFF
 FEATURES WAS PROVIDED. COMPLIANCE WITH THE DSI
 CONDITION LISTED IS NOT PROVIDED - THERE IS A VALUE
 SHOWN AT 2.1 FOOTCANDLES AT THREE (3) FEET ABOVE GRADE
 ALONG CHILLINGWORTH DRIVE
  
 DSI CONDITION: LIGHT TRESPASS FROM THE SITE SHALL NOT
 EXCEED 2.0 FOOTCANDLES AT THREE (3) FEET ABOVE GRADE
 WHEN MEASURED AT THE CURB ALONG OKEECHOBEE BOULEVARD
 AND CHILLINGWORTH DRIVE.
  
 NOTE: THE PHOTOMETRIC PLAN SUBMITTED WITH THE PERMIT
 DIFFERS THAN THE ONE SUBMITTED WITH THE SITE PLAN
 AMENDMENT.
  
 D. FENCES AND GATES - PLEASE CONSIDER USING VINYL
 COATED CHAIN LINK INSTEAD OF GALVANIZED.
  
 E. BICYCLE RACK - PROVIDE THE OVERALL HEIGHT OF BICYCLE
 RACK ABOVE GRADE AND THE FULL LENGTH DIMENSION OF THE
 BICYCLE PAD (SHEET A-109).
  
 F. SIGNAGE
  
 5) PLEASE REMEMBER THAT SINCE THE PROPOSED SITE PLAN
 MODIFIES THE EXISTING CURB CUTS ON OKEECHOBEE BOULEVARD
 AND CHILLINGWORTH DRIVE:
  
 A. AN FDOT RIGHT-OF-WAY PERMIT AND VERIFICATION OF
 SATISFACTORY COMPLETION OF THE WORK WILL BE REQUIRED
 FOR THE OKEECHOBEE BOULEVARD WORK PRIOR TO THE CITY
 ISSUING THE CERTIFICATE OF OCCUPANCY FOR THE SITE.
  
 B. A CITY RIGHT-OF-WAY PERMIT FOR CHILLINGWORTH DRIVE
 AND THE ALLEY WILL BE REQUIRED FROM THE CITY'S
 ENGINEERING SERVICES DEPARTMENT.
  
 PLEASE CONTACT ERIC SCHNEIDER @ (561) 822-1446.
2014-04-14 11:18:454/14/14


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