Plan Review Notes
Plan Review Notes For Permit 15081109
Permit Number 15081109
Review Stop B
Sequence Number 2
Notes
Date Text
2015-11-19 12:27:14BUILDING PLAN REVIEW
 W.P.B. PERMIT:15081109- MASTER BUILD-OUT
 W. P. B. PERMIT: 15081111-FOUNDATION
 ADD: 444 BUNKER RANCH RD.
 CONT: CURY BUILDING & DESIGN
 TEL: (561)718-1398
 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: WED. NOV. 18/2015
 ACTION: DENIED
  
 2ND REQUEST. CONTRACTOR TO BIND ALL PLANS INTO A SET,
 CIVIL, SURVEY, ARCHITECTURAL, STRUCTURAL, MECHANICAL,
 ELECTRICAL, PLUMBING & FIRE SPRINKLER PLANS COMBINED TO
 MAKE ONE SET. AS SUBMITTED IT LOOKS LIKE 4 SETS OF
 CIVIL WERE SUBMITTED. AS PLAN REVIEWERS WE USUALLY LOOK
 ONLY AT ONE SET OF PLANS, 2 SETS REQUIRED UNLESS THE
 PROJECT IS A RESIDENT INSPECTOR OR THRESHOLD BUILDING.
 . 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.
  
 1) 2ND REQUEST. THE RESPONSE INDICATES THE PLANS WERE
 DESIGNED UNDER THE 2014 EXISTING BUILDING CODE, THE
 PRESCRIPTIVE COMPLIANCE METHOD CHAPTER 4. BOTH THE
 COVERSHEET AND S7 BOTH INDICATE A LEVEL II ALTERATION,
 THE WORK AREA METHOD OF COMPLIANCE, CHAPTER 8.
  
 THE PLANS APPEAR THAT THIS ALTERATION IS AT A MINIMUM,
 A LEVEL III, 2014 EXST. BLDG CODE 505.1 SCOPE. LEVEL 3
 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PER
 CENT OF THE AGGREGATE AREA OF THE BUILDING.
 THE DEMOLITION PLAN REMOVED ALL NON-BEARING WALLS ON
 THE 2 FLOORS. SHEET S2 SHOWS THE CENTER SECTION OF THE
 BUILDING BEING REBUILT, SHEET S3 SHOWS FLOOR JOIST
 BEING DOUBLED THROUGH
  
 OUT THE WHOLE OF THE 2ND FLOOR, SHEET S5 SHOWS NEW
 ELEVATOR PIT, SHAFT WALLS, THE WHOLE ROOF TRUSS SYSTEM/
 ROOF SHEATHING BEING INSULATED WITH ICYNENE FOAM. A
 LEVEL III LIMITED STRUCTURAL ALTERATION 907.4.3.
  
 COMMENT FROM 1ST REVIEW. SHEET S07 CODE REFERENCE
 SHEET. LIST THE 2014, 5TH EDITION OF THE FLORIDA
 BUILDING CODE. THE PLANS ARE SILENT TO WHAT DESIGN THE
 PLANS WERE DESIGN TO UNDER THE 2014 FBC-EXISTING
 BUILDING CODE, 301.1.
  
 2) ???????????? SHEET S07 STRUCTURAL NOTES UNDER THE
 HEADING OF MATERIALS THE STRENGTH OF CONCRETE IS
 DECLARED FOR SLABS, COLUMNS AND BEAMS, SHEET S02 THE
 COLUMN SCHEDULE UNIT C6 IS FILLED CELL MASONRY THE
 PLANS INDICATE THE USE OF 3000 PSI CONCRETE, IN FILED
 CELL MASONRY SHOULDN'T THE USE OF GROUT BE USED INSTEAD
 OF CONCRETE. ACI 530 1.16.1. & TABLE 1.16.1 GROUTING
 MINIMUM SPACES.
  
 3) COMPLIED. SHEET S2 FOOTING SCHEDULE FOOTING F2-F6
 INDICATES THE WIDTH & LENGTH OF THE FOOTING BUT NOT THE
 HEIGHT. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) COMPLIED. SHEET S2 FOOTING SCHEDULE F4 DOES NOT
 PROVIDE AT WHAT CENTER TO CENTER IN INCHES WHAT THE
 STEEL MATS ARE TO BE INSTALLED. 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 5) SHEET S-7 INDICATES THE PLANS WERE DESIGNED TO THE
 2014 FBC-B AND ASCE 7-10. THE WIND DESIGN CRITERIA IS
 NOT PROVIDED. 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE RESISTING SYSTEM OF THE
 STRUCTURE:
  
 5.1.COMPLIED. ULTIMATE DESIGN WIND SPEED, VULT,
 (3-SECOND GUST), MILES PER HOUR (KM/HR) AND NOMINAL
 DESIGN WIND SPEED, VASD, AS DETERMINED IN ACCORDANCE
 WITH SECTION 1609.3.1.
 5.2. COMPLIED. RISK CATEGORY.
 5.3.COMPLIED. WIND EXPOSURE. APPLICABLE WIND DIRECTION
 IF MORE THAN ONE WIND EXPOSURE IS UTILIZED.
 5.4. COMPLIED. APPLICABLE INTERNAL PRESSURE
 COEFFICIENT.
 5.5.SEMI-COMPLIED. DESIGN WIND PRESSURES TO BE USED FOR
 EXTERIOR COMPONENT AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE
 STRUCTURE, PSF (KN/M2).SHEETS S1-S6 DEAL WITH THE WIND
 PRESSUE
  
  
  
 6) 2ND REQUEST. SHEET S7 & S1. MEAN ROOF HEIGHT GIVEN
 27?-10?. SHEET S1 ELEVATIONS WITH PRESSURES.
  
 6A) ES WINDOWS SERIES ?1500? NOA. 14-0923.08 WILL NEED
 TO IDENTIFY EITHER A/C OR B/C TYPE OF FASTENERS. NOTE
 WINDOW TYPE 6 FOR EXAMPLE (3) 4?X7? WINDOWS 48?X 84?.
 A/C TYPE FASTENERS ARE ONLY GOOD FOR +/- 36 PSF. IF B/C
 TYPE OF FASTENER IS USED, GOOD FOR ALL TYPE OF
 INSTALLATIONS. PLEASE IDENTIFY FASTENER TYPE.
  
 6B) ES WINDOWS TUBE MULLION NOA 14-0731.06 WILL NEED TO
 IDENTIFY ANCHOR TYPES, SOME TYPES OF ANCHORS HAVE LOW
 PRESSURES. IDENTIFY WINDOW DIMENSIONS AND MULLION SIZES
 AND LENGTH.
  
 6C) E S WINDOWS SERIES 9000 ALUMINUM OUTSWING FRENCH
 DOORS NOA 130617.29 PRESSURES ARE GOOD.
 6C)(1) SHEET S1 FRONT ENTRY DOOR, NORTH ELEVATION(A) IS
 INDICATED AS 9?-4? WIDE. TYPO? THERE IS NO DOOR FRAME
 THAT WIDE IN THE PRODUCT APPROVAL REPORT.
 6C)(2) SHEET S1 SOUTH ELEVATION DOOR C IS INDICATED AS
 5?-8? WIDE. SHEET L1 INDICATES THIS SET OF DOORS IS
 EXIT # 4. THE 2014 FBC-B 1008.1.1 SIZE OF DOOR IS 32
 INCHES CLEAR OPENING MEASURED FROM FACE OF DOOR TO
 OPPOSITE STOP WHEN THE DOOR IS OPEN AT 90 DEGREES.
  
 7) SEE COMMENT 5.5 .SHEET S7 & S4. PROVIDE THE MEAN
 ROOF HEIGHT AND SECTION THROUGH THE ROOF WITH ELEVATION
 OF ROOF AND OF THE PARAPET. THE MEAN ROOF HEIGHT CAN
 NOT BE DETERMINED , NOR CAN THE PRESSURES FOR ROOF
 ZONES, NOTE THE PRESSURES ARE ASSUMED TO BE VASD? 2014
 FBC-B TABLE 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING
 HEIGHT AND EXPOSURE.
  
 8)BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS:
 MISSING PRODUCT APPROVALS: 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS FOR EXHAUST
 FANS AND A/C ROOF TOP DOWN UNITS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9)BUILDING PROVISO: 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.
  
 10) TODATE THERE HAVE BEEN NO FIRE PROTECTION PLANS
 SUBMITTED.
  
 10A) 2ND REQUEST. SEE MECHANICAL RESPONSE AS TO
 LOCATION OF EXHAUST FROM KITCHEN HOOD, THERE MAYBE
 STILL ISSUES AS TO WHERE THE FINAL LOCATION OF THE HOOD
 EXHAUST. SHEET S3 ROOF FRAMING PLAN DOES NOT PROVIDE A
 SECTION FOR THE ROOF FRAMING AND HEADER FOR THE NEW
 EXHAUST VENT THAT WILL GO THROUGH THE ROOF FRAMING AND
 SHEATHING. NOTE THERE IS ALSO NO ROOF TOP CURB DETAIL,
 HOW IT IS TO BE ANCHORED TO THE ROOF FRAMING.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 10B) MAY STILL HAVE ISSUES DEPENDING ON THE HOOD
 EXHAUST LOCATION. WITH THE LOCATION OF THE EXHAUST FAN
 NOT PROVIDED NOR THE HEIGHT OF THE PARAPET PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-B 1013.6 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 COMPLIED. 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED
 WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET
 (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING
 SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN
 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE
 BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT
 THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
  
 10C) MAY STILL HAVE ISSUES DEPENDING ON THE HOOD
 EXHAUST LOCATION. PLEASE REVIEW THE REQUIREMENTS FOR
 SCREENS FOR MECHANICAL EQUIPMENT. 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.
  
 11)2ND REQUEST. SHEET L1 & L2 SHOWS A 1 HOUR WALL AND
 INTERIOR PARTITION FILE NUMBER GA FILE WP 1072.
 THERE ARE NO CUT SECTIONS THROUGH THE STAIRWELL
 PROVIDING HOW THE WOOD FRAMING MEMBERS FOR THE 2ND
 FLOOR SYSTEM AND ROOF SYSTEM ARE TO BE INCORPORATED
 INTO THE SHAFT WALL CONSTRUCTION. 2010 FBC-B 713.8
 PENETRATIONS. STRUCTURAL ELEMENTS, SUCH AS BEAMS OR
 JOIST WHERE PROTECTED IN ACCORDANCE WITH 714 SHALL BE
 PERMITTED TO PENETRATE A SHAFT ENCLOSURE. PLEASE
 PROVIDE ADDITIONAL INFORMATION FOR CODE COMPLIANCE.
  
 11B) SHEET S6 EAST STAIR 2/S6. THIS STAIR SHOWS A RISER
 # 24 THAT IS ABOVE THE FINISH FLOOR LEVEL. RISER # 24
 IS ALSO A THIRD LARGER THAN THE REST OF THE RISERS
 1009.7.4 DIMENSIONAL UNIFORMITY.
 THIS SAME DETAIL SHOWS A 18X18 RATED DAMPER FOR THE
 SECOND FLOOR CEILING AND DIRECTED TO THE FLOOR. THE
 PLANS ALSO SHOW A 12X12 RAG NO DAMPER.
  
 11C) BOTH THE EAST AND WEST STAIR SHOW ON M2 SUPPLY
 DUCTS INTO BOTH STAIRWELLS. 2014 FBC-B 1022.5
 PENETRATIONS . PENETRATIONS ARE PROHIBITED EXCEPT FOR
 REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT VENTILATION OR PRESSURIZATION OF THE
 STAIRWELL.
  
 11D) SHEET L2 EAST STAIRWELL THE 2ND FLOOR LANDING
 SHOWS A DOOR IN THE STAIRWELL THAT OPENS INTO A
 MECHANICAL ROOM. 2014 FBC-B 1022.5 PENETRATIONS .
 PENETRATIONS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS. DOORS THAT LED INTO STAIRWELLS HAVE TO BE FROM
 HABITABLE SPACES, EGRESS DOORS ONLY!
  
 11E) SHEET S6 BOTH THE EAST AND WEST STAIR ENCLOSURE
 ONLY SHOW A HANDRAIL ONLY ON ONE SIDE. 2014 FBC-B
 1009.15. HAND RAILS ARE REQUIRED ON BOTH SIDES.
  
 COMMENT 1ST REVIEW. SHEET L1 & L2 WHAT APPEARS TO BE
 FIRE RATED VERTICAL EXIT STAIRS NEITHER LIFE SAFETY
 SHEET DO NOT PROVIDE WALL IDENTIFICATION TAGS SHOWING
 THE TYPE OF WALL OR IF FIRE RATINGS, MISSING UL LISTING
 OF STAIR ENCLOSURE. 2014 FBC-B 1023.3 CONSTRUCTION.
 1023.6 PENETRATIONS. GUARDS
  
 12 IN REVIEWING THE PROPOSED USE OF THIS STRUCTURE AND
 THE LETTER FROM BETH DEWOODY STATING THE USE WOULD BE
 FOR STORAGE PRIVATE DISPLAY FACILITY FOR PERSONAL ART
 AND FURNITURE COLLECTION THAT WILL NOT BE OPEN TO THE
 PUBLIC. THE DESIGNER OF RECORD HAS NOT GIVEN A PROPOSED
 OCCUPANT LOAD. HE HAS GIVEN US THE FORMULAS IN THE CODE
 FOR A BUSINESS OCCUPANCY. NOT THE RESTRICTED OCCUPANCY
 THAT MS. DEWOODY HAS INDICATED WITHIN THE LETTER
 PROVIDED TO STAFF. IT APPEARS NOT ONLY IS THERE A
 UNKNOWN OCCUPANT LOAD FOR THE BUILDING, BUT THE A/C
 EQUIPMENT FOUND IN THE EQUIPMENT SCHEDULE SHEET M1
 EXCEEDS THE CALCULATED LOADS IN THE CALCULATIONS
 SUBMITTED FROM KO ENERGY DESIGN A DIFFERENCE OF 21.94
 TONS. WE ARE VERY CONCERNED THAT THIS MAY BECOME AN A3
 ART GALLERY VERY QUICKLY. WE WILL NEED A DATED LETTER
 FROM MS. DEWOODY PROVIDING THE EXPLICIT USAGE OF THIS
 SITE WILL BE IF THERE WILL EVER BE ART VIEWINGS TO THE
 PUBLIC, FOR BY INVITATION ONLY, GALAS OR PARTIES TO
 OCCUR AT THIS LOCATION. THE OWNER HAS ELECTED NOT TO
 OPEN THE BUILDING TO THE PUBLIC. ON THE CERTIFICATE OF
 COMPLETION THERE WILL BE A VERY RESTRICTIVE CLAUSE AS
 TO USE.
  
 1ST COMMENTS. SHEET L1 & L2 THERE IS NO DOOR SCHEDULE
 TO BE ABLE TO IDENTIFY DOOR OPENINGS. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.3.5.1.1 MINIMUM
 PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
  
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
 CONSTRUCTION REQUIREMENTS
  
 13) 2ND REQUEST. THE 2ND REVIEW THERE 2 SHEETS
 SUBMITTED FP1 & FP2 WHICH ARE DETAILS SHOWING
 ACCESSIBLE ELEMENTS. NONE OF THESE ELEMENTS ARE
 DIMENSIONED TO SHOW CODE COMPLIANCE. THERE ARE NO
 DETAILS FOR VERTICAL ACCESSIBILITY/ ELEVATOR
 REQUIREMENTS AND SIGNAGE.
  
 PLEASE PROVIDE DETAILS FOR THE ACCESSIBLE RESTROOMS
 SHOW COMPLIANCE WITH 107.3.5.1.1 MINIMUM PLAN REVIEW
 CRITERIA FOR COMMERCIAL BUILDINGS. ACCESSIBILITY
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 VERTICAL ACCESSIBILITY 2014 FL ACCESS CODE SECTION 407
 ELEVATOR
 TOILET AND BATHING FACILITIES 2014 FL ACCESS CODE
 CHAPTER 6
 DRINKING FOUNTAINS 2014 FL ACCESS CODE 602
 SINKS -BREAK ROOM AREAS. 2014 FL ACCESS CODE 606.(1-5).
 KITCHENS AND KITCHENETTES 2014 FL ACCESS CODE 804
  
 14) 2ND REQUEST. SHEET LS2 INDICATES A THEATER IN ROOM
 210 PLEASE PROVIDE ADDITIONAL DETAILS, SEAT LAYOUT.
 THIS REVIEW THERE IS A SEATING LAYOUT BUT NO THOUGHT
 WAS GIVEN TO 2014 FL. ACCESS. CODE FOR COMPANION
 SEATING. 802.3.
  
 15) SHEET S6 SHOWS THE USE OF SPRAYED IN ICYNENE ROOF
 INSULATION TO A VALUE OF R-20. THE PLANS APPEAR NOT TO
 HAVE A CEILING BUT A OPEN RAFTER CONCEPT. PLEASE
 PROVIDE COMPLIANCE WITH 2014 FBC-B 2603.4 THERMAL
 BARRIER OR AN EXCEPTION. THE PLEASE PROVIDE THE TESTING
 FOR ICYNENE FOR USE AND LIMITATIONS.
  
 16) THE ENERGY CALCULATIONS ALSO SHOW THE USE OF ? INCH
 ISO BETWEEN FURRING STRIPS @ 24 INCHES ON CENTER AND
 USE OF 5/8 GYPSUM, PLEASE PROVIDE THE SHEET AND DETAIL
 WHERE THIS INSTALLATION CAN BE FOUND IN THE PLANS.
  
 17) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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