Plan Review Notes
Plan Review Notes For Permit 17081207
Permit Number 17081207
Review Stop B
Sequence Number 1
Notes
Date Text
2017-09-02 10:45:402014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17081207
 ADD: 300 CLEMATIS ST. 1ST FLOOR LEVEL
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-709-4638 / CLAUDIA GILL # 954
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRI. SEPT. 01/ 2017
 ACTION: DENIED
  
 1) SHEET A0.1:
 1A) OCCUPANCY. THE PLANS STATE THE TENET SPACE PRECIOUS
 TO THIS PROPOSED PERMIT WAS A MERCANTILE OCCUPANCY.
 PLEASE BE AWARE THE LAST TENANT WAS A RESTAURANT A2
 OCCUPANCY. THIS REVIEW WILL BE TAKEN FROM THE 2014
 FBC-EXISTING BUILDING CODE CHAPTER 10 CHANGE OF
 OCCUPANCY.
 1001.3.1 PARTIAL CHANGE OF OCCUPANCY CLASSIFICATION.
 WHERE A PORTION OF AN EXISTING BUILDING IS CHANGED TO A
 NEW OCCUPANCY CLASSIFICATION, SECTION 1012 SHALL APPLY.
  
 1B) THE SHEET A0.1 LIST THE BUILDING AS 34 FEET IN
 HEIGHT AND CONSTRUCTION TYPE LISTED AS A V-B/ FULLY
 SPRINKLERED. PLEASE NOTE THE STORIES ARE NOT LISTED ON
 SHEET A0.1. THIS IS A 3 STORY BUILDING WITH BASEMENT.
 BOTH THE 2ND AND 3RD FLOORS ARE BUSINESS OCCUPANCIES.
  
 THE PLAN DOES NOT STATE THAT AN INCREASE IN STORIES WAS
 TAKEN. TABLE 503 OF THE FBC-B ONLY ALLOWS BUSINESS
 OCCUPANCY TO BE 2 STORIES IN TYPE VB CONSTRUCTION AND
 WITH SPRINKLER INCREASE PER FOOTNOTE 1 OF TABLE 503 AND
 SECTION 504.2 ALLOWABLE BUILDING HEIGHT AND STORY
 INCREASE DUE TO AUTOMATIC SPRINKLER SYSTEM
 INSTALLATION. PLEASE DOCUMENT THE STORY INCREASE WAS
 TAKEN.
  
 THE PLANS ARE SILENT ABOUT THE CHANGE OF OCCUPANCY AND
 THE REQUIRED HORIZONTAL FIRE BARRIER BETWEEN
 OCCUPANCIES. 2014 EXISTING BUILDING CODE 1012.1.1.2
 CHANGE OF OCCUPANCY CLASSIFICATION WITH SEPARATION.
 WHERE A PORTION OF AN EXISTING BUILDING THAT IS CHANGED
 TO A NEW OCCUPANCY CLASSIFICATION AND THAT PORTION IS
 SEPARATED FROM THE REMAINDER OF THE BUILDING WITH FIRE
 BARRIERS HAVING A FIRE-RESISTANCE RATING AS REQUIRED IN
 THE FLORIDA BUILDING CODE, BUILDING FOR THE SEPARATE
 OCCUPANCY. 2014 FBC-B SECTION 707.3.10 AND TABLE
 707.3.10 INDICATE A REQUIRED 2 HOUR FIRE BARRIER
 ASSEMBLY OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS.
  
 PLEASE NOTE UNDER THE EXISTING BUILDING CODE SECTION
 1012.5.1.1 EXCEPTION ALLOWS FOR A 1 HOUR REDUCTION
 PROVIDED THE HEIGHT AND NUMBER OF STORIES INCREASES
 ALLOWED FOR AN AUTOMATIC SPRINKLER SYSTEM BY SECTION
 504.2 OF THE FLORIDA BUILDING CODE, BUILDING ARE NOT
 USED FOR THE BUILDINGS. IN THIS CASE THE STORY INCREASE
 WAS TAKEN WHEN DECLARING THE BUILDING TO BE V-B
 CONSTRUCTION REQUIRING 2 HR. HORIZONTAL AND ANY
 INTERIOR COLUMNS AND OR BEARING WALLS.
  
 IF THE DESIGNER OF RECORD DECLARES THE BUILDING TYPE
 III-B CONSTRUCTION, THE BUILDING DOES NOT NEED TO TAKE
 THE STORY INCREASE AND THE REDUCTION OF 1 HOUR CAN BE
 TAKEN FOR THE HORIZONTAL ASSEMBLIES AND ANY INTERIOR
 BEARING WALLS OR COLUMNS. IN THE 2014 FBC-B TABLE 601 &
 602 WOULD REQUIRE THE EXTERIOR BEARING WALLS TO BE A 2
 HOUR FIRE RATED ASSEMBLY, THIS WOULD NEED TO BE
 VERIFIED BY THE DESIGN PROFESSIONAL TO BE ABLE TO
 DESIGN THE BUILDING AS IIIB CONSTRUCTION.
  
 2) SHEET A1.5 EGRESS PLAN.
  
 2A) SHEET A1.5 INDICATES THE MAIN DOUBLE EXIT DOORS
 (CLEMATIS SIDE) TO SWING OUT WHICH IS REQUIRED BY CODE
 WHEN THERE IS AN OCCUPANT LOAD OF 50 OR MORE FBC-B
 1008.1.2. THE UNKNOWN IS WHERE THE PROPERTY LINE IS
 LOCATED; NO SURVEY WAS SUBMITTED ESTABLISHING THE
 LOCATION OF THE PROPERTY LINE. PLEASE PROVIDE
 COMPLIANCE WITH SECTION 3202.2.
 FBC-B 3202.2. ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 2B) ACCESSIBILITY. EXISTING BUILDING CODE 1012.1.4 ALL
 BUILDINGS UNDERGOING A CHANGE IN OCCUPANCY
 CLASSIFICATION SHALL COMPLY WITH SECTION 1012.8.
 1012.8. ACCESSIBILITY. EXISTING BUILDINGS THAT UNDERGO
 A CHANGE IN OCCUPANCY CLASSIFICATION SHALL COMPLY WITH
 THE PROVISIONS OF THE FBC-ACCESSIBILITY.
  
 THE PERMIT APPLICATION INDICATES A VALUE OF #125,000.00
 DOLLARS. PLEASE PROVIDE A COST ESTIMATE ON LETTERHEAD
 WHERE UP TO 0.20 % OF THE CONTRACT VALUE OR $25,000.00
 DOLLARS CAN BE SPENT IN ACCESSIBLE UPGRADES. SECTION
 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF
 DISPROPORTIONALITY PROVIDES A LIST OF ELEMENTS AND IN
 WHAT ORDER THEY ARE GIVEN. IF DISPROPORTIONALITY OCCURS
 BEFORE THE LIST IS COMPLETED THEN, THAT IS ALL THAT IS
 REQUIRED UNDER THE FLORIDA ACCESSIBILITY CODE, THE
 OWNERS AND TENANT STILL WOULD HAVE OBLIGATIONS UNDER
 THE REMOVAL OF BARRIERS UNDER THE TITLE III OF THE ADA.
  
 2014 FBC-ACCESSIBILITY CODE. 202.4.2 ACCESSIBLE
 FEATURES IN THE EVENT OF DISPROPORTIONALITY.
 WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH
 OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS
 DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION,
 THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE
 EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING
 DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE
 ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE
 ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE
 FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN
 ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST
 ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX
 RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE
 DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL
 ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND
 ALARMS.
  
 2C) SHEET A1.5 DOES NOT SHOW IF THE 2 MEANS OF EGRESS
 FROM THE CLEMATIS SIDE AND THE 2ND MEANS OF EGRESS FROM
 OLIVE ARE LEVEL WITH THE SIDEWALK. THE FINISH FLOOR
 WITHIN THE TENANT SPACE IS APPROXIMATELY 6 TO 8 INCHES
 ABOVE THE SIDEWALK. 1ST ON THE LIST IS AN ACCESSIBLE
 ENTRANCE; PLEASE NOTE WITH THE OCCUPANT LOAD OF GREATER
 THAN 50 IT REQUIRES 2 MEANS OF EGRESS.
 2014 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60 = 1.2 OR
 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.
 BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND EXITS OF
 BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS WITH THE
 GENERAL PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION,
 OR UNDER CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT
 A PERSON FROM USING SUCH ENTRANCES OR EXITS SHALL BE
 REMOVED.
  
 2D) 2014 FBC-B 1003.5 ELEVATION CHANGE. WHERE CHANGES
 IN ELEVATION OF LESS THAN 12 INCHES EXIST IN THE MEANS
 OF EGRESS, SLOPED SURFACES SHALL BE USED. WHERE THE
 SLOPE IS GREATER THAN ONE UNIT VERTICAL IN 20 UNITS
 HORIZONTAL (5-PERCENT SLOPE), RAMPS COMPLYING WITH
 SECTION 1010 SHALL BE USED. WHERE THE DIFFERENCE IN
 ELEVATION IS 6 INCHES OR LESS, THE RAMP SHALL BE
 EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH
 MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH
 MATERIALS.
 1003.5.1 ACCESSIBILITY. FOR ACCESSIBILITY PROVISIONS
 RELATED TO CHANGES IN LEVELS, SEE THE FLORIDA BUILDING
 CODE, ACCESSIBILITY. SEE RAMPS 405. 1- 10 AND HANDRAILS
 505.1-10.2.
  
 3) SHEET A2.0:
  
 3A) SHEET A2.0 SHOWS THE 3 EGRESS DOORS 101 A, B, & C.
 SHEET A3.0 THE DOOR SCHEDULE ONLY SHOWS DOOR 101C WITH
 THE REQUIRED PANIC HARDWARE. ONLY (1) OF THE FRONT
 ENTRY DOORS CAN HAVE A KEYED LOCK THE OTHER HAS TO HAVE
 PANIC HARDWARE.
 IN FBC-B 1008.1.9.3 LOCKS AND LATCHES. LOCKS AND
 LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF
 DOORS WHERE ANY OF THE FOLLOWING EXISTS:
 1. PLACES OF DETENTION OR RESTRAINT.
 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT
 LOAD OF 300 OR LESS, GROUPS B, F, M AND S,
 AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR
 DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED
 WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE
 PROVIDED:
 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS
 LOCKED;
 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE
 EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS
 DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE
 SIGN SHALL BE IN LETTERS 1 INCH HIGH
 ON A CONTRASTING BACKGROUND; AND
 2.3. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS
 REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE.
 3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED
 AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE
 USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC
 FLUSH BOLTS HAS NO DOORKNOB OR SURFACE-
 MOUNTED HARDWARE.
  
 3B) THERE IS AN EXISTING DOOR IN THE CORRIDOR THAT
 LEADS TO THE RESTROOMS JUST PAST THE BACKROOM # 104.
 THIS IS AN EXISTING DOOR THAT WOULD STILL NEED TO MEET
 THE ACCESSIBILITY CODE SECTION ACCESS. CODE 404.2.4
 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES
 AT DOORS AND GATES SHALL COMPLY WITH 404.2.4.
 MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF
 THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE
 CLEARANCE. ALSO LOOK AT 404.3 AUTOMATIC AND POWER
 ASSISTED DOORS AND THE REQUIREMENT FOR BATTERY BACK UP
 IN CASE OF FAILURE OF ELECTRIC.
  
 4) SHEET A3.0 SHOWS THE ELEVATIONS WITH NEW STOREFRONT
 WINDOW AND DOOR ASSEMBLIES. SHEET A0.1 LIST THE PRODUCT
 APPROVALS REQUIRED FOR THIS PROJECT BUT THERE IS NO
 WIND DESIGN CRITERIA GIVEN, NO PRESSURES.
 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:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) NONE OF THE PRODUCT APPROV FOR THE ALUMINUM ROOF TOP
 A/C STAND SUBMITTED WAS 13-1017.09,ALS SUBMITTED SHOW
 THEY WERE APPROVED BY THE DESIGNER OF RECORD.
 W. P. B. 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..
  
 5A) THE NOA FOR THE ALUMINUM ROOF TOP A/C STAND
 SUBMITTED WAS 13-1017.09, THE SHEET A.01 LIST NOA
 17-0320.02. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS
 CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP
 COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF
 HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED
 THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT
 VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND
 TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY
 THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO
 THE BUILDING DEPARTMENT.
  
 5B) THE SHEET A.01 LIST FOR THE STOREFRONT NOA
 14-0430.28 WHICH IS IR-500 ALUMINUM STOREFRONT SYSTEM.
 SUBMITTED IS NOA 15-0622.11 WHICH WAS NOT REFERENCED
 BUT WILL BE REQUIRED SINCE THE STOREFRONT DOORS ARE
 UNDER A SEPARATE PRODUCT APPROVAL, MISSING IS THE
 GLAZED WINDOW STOREFRONT NOA.
 IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 5C) NOA 15-0218.11 TC-5 STYLE STEEL ROOF CURB FOR
 CARRIER ROOFTOP UNITS. SHEET 2 OF 5 STATES RESTRAINT
 BRACKET QUANTITY TO BE DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS. THE CALCULATIONS HAVE NOT BEEN PROVIDED.
 PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT BRACKET
 QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
  
 5D) NOA 15-1109.04 PLEASE IDENTIFY THE COMPONENTS
 MAKING UP THE SYSTEM AND PAGE 8 OF 9 THE FASTENERS AND
 SUBSTRATE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 6) SHEET A1.5 SHOWS THE SALES AREA BUT THE POINT OF
 SALES IS NOT IDENTIFIED ON THIS SHEET. A5.0 HAS
 ELEVATIONS OF THE INTERIOR SALES COUNTER IN DETAIL # 2,
 PLEASE SHOW COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE
 902.3 HEIGHT. THE TOPS OF WORK SURFACES SHALL BE 28
 INCHES AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 7) CHANGE IN OCCUPANCY IS REQUIRED TO BE REVIEWED BY
 THE PALM BEACH COUNTY IMPACT FEE OFFICE FOR ASSESSMENT
 BEFORE PERMIT ISSUANCE. 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.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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