Plan Review Details - Permit 15030161
Plan Review Stops For Permit 15030161
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-06-27 Cont ID  
Sent By rmcdouga Date 2015-06-27 Time 09:34 Rev Time 0.00
Received By rmcdouga Date 2015-06-26 Time 15:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-05-12 Cont ID  
Sent By rmcdouga Date 2015-05-12 Time 18:21 Rev Time 0.00
Received By rmcdouga Date 2015-05-12 Time 17:43 Sent To  
Notes
2015-05-12 18:21:05PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2. THE EXPOSURE CATEGORY
 FOR THIS PROJECT IS SPECIFIED AS 'B' AND IT IS EXPOSURE
 CATEGORY 'C'. FBC-R301.2.1.4
  
 2) THE 34-5 SH WINDOW ( MARK #8 ) ON A1-DL IS AN EGRESS
 WINDOW, ALTHOUGH IT IS NOT SPECIFIED AS SUCH IN THE
 WINDOW SCHEDULE.
  
 3) STUCTURAL NOTE #1 ON SHEET D2, SPECIFIES 8D RING
 SHANK NAILS AND THE ROOF SHEATHING ATTACHMENT DETAIL ON
 THE A-2 SHEETS DOES NOT.
 R803.2.3.1 SHEATHING FASTENINGS.
 WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO
 ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON
 CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
 FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING
 MINIMUM DIMENSIONS:
 1. 0.113 INCH NOMINAL SHANK DIAMETER.
 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
 3. 16 TO 20 RINGS PER INCH.
 4. 0.280 INCH FULL ROUND HEAD DIAMETER.
 5. 2 INCH NAIL LENGTH.
 WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42< G <
 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE
 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH
 FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN
 ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR
 GREATER.
  
 4) R401.4 SOIL TESTS. WHERE QUANTIFIABLE DATA CREATED
 BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE
 EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE
 SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, THE
 BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A
 SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A
 PARTICULAR LOCATION. THIS TEST SHALL BE DONE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD. SUBMIT TWO
 COPIES OF A SIGNED AN SEALED SUB-SURFACE SOIL
 INVESTIGATION REPORT.
  
 5) SHOW COMPLIANCE WITH FBC-R318.1 FOR TERMITE
 PROTECTION.
  
 6) THE NOTE ON SHEET A2-DL, " FILLED CELL W/1#5 VERT @
 72" O.C. MAXIMUM EXCEPT WHERE NOTED TYP." IS NOT CLEAR.
 THE ARROW IS POINTING TO THE 2 HOUR RATED FIRE WALL.
 THE SPACING OF THE FILLED CELLS IN THIS WALL ARE MORE
 THAN 9 FEET. CLARIFY.
  
 7) THERE DOES NOT APPEAR TO BE AN ATTACHMENT DETAIL FOR
 THE LEDGER THAT IS CARRYING THE FLOOR TRUSSES THAT ARE
 PERPENDICULAR TO THE 2 HOUR FIRE WALL THAT IS SHOWN ON
 THE 2ND FLOOR FRAMING PLAN ON A2-DL. FBC-R301.1
  
 8) SHOW COMPLIANCE WITH FBC-R312.3, ON THE STAIR
 SECTION ON D2-R312.3, WHICH REQUIRES THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF
 A GUARD TO REJECT THE PASSAGE OF A SPHERE 6 INCHES IN
 DIAMETER.
  
 9) ON THE OPTIONAL PATIO PLAN ON SHEET A12, PROVIDE
 ATTACHMENT DETAILS FOR THE TRUSS TO BEAM AND OUTLOOKERS
 TO RAKE BEAM CONNECTIONS. SPECIFY THE ROOF SLOPE.
 SPECIFY THE FOOTER FOR THE SINGLE REINFORCED FILLED
 CELL THAT IS AGAINST THE EXTERIOR TOWNHOUSE WALL AND
 THE ATTACHMENT OF THE TRUSS TOP CORD TO THIS WALL.
 SPECIFY THE ATTACHEMENTS OF THE BEAMS, WALLS AND
 FOOTINGS TO THE MAIN STRUCTURE. FBC 107.2.1
  
 10) PROVIDE A DETAIL OF THE OVERHANG DETAIL AT THE
 GABLE RAKE BEAMS SHOWING ALL CONNECTIONS. FBC-R301.1
 DETAIL 11/S6 IS SPECIFIED ON A2-BR, HOWEVER, IT IS
 BLANK.
  
 11) SPECIFY THE ATTACHMENT METHOD THAT WILL BE USED TO
 INSTALL THE CONCRETE ROOF TILE AND MEET THE REQUIRED
 OVERTURN MOMENT. DETAIL A/D1 STATES THAT IT WILL BE
 NAILED OR SCREWED. FBC-R 905.3 & 301.1
  
 12) INDICATE WHICH OF THE ATTACHMENT METHODS AND THE
 CORRESPONDING ATTACHMENT RESISTANCE LISTED IN THE ROOF
 TILE PRODUCT APPROVAL WILL BE USED. IF AN ADHESIVE IS
 USED, SUBMIT TWO SETS OF PRODUCT APPROVALS FOR IT. FBC
 107.2.1 AND DCA RULE 9N-3
  
 13) REVIEW THE MAXIMUM DESIGN PRESSURES IN THE PRODUCT
 APPROVALS TO INSURE THEY ARE ADEQUATE FOR THE HIGHER
 PRESSURES REQUIRED IN EXPOSURE CATEGORY C. CIRCLE THE
 DESIGN PRESSURES FOR THE COMPONENTS THAT WILL BE USED
 IN THE TABLES THAT ARE IN THE PRODUCT APPROVALS. FBC-R
 301.2.1 & FBC 107.2.1
  
 14) ON SHEETS A-3 AND A2-BL, THE HIP ROOF FRAMING AT
 THE MADERA MODEL IS NOT SHOWN CORRECTLY ON THE PLANS.
 FBC 107.2.1
  
 15) CLARIFY WHY THERE ARE TWO MARK 1 INTERIOR DOORS
 SHOWN IN THE DOOR SCHEDULE. ONE DOOR IS A 2680 AND SIX
 DOORS ARE TO BE 2880 DOORS. IDENTIFY WHICH ONE IS THE
 2680.
  
 16) THE CASSANDRA MODEL PLANS ARE MISSING FROM THIS
 SUBMITTAL. FBC 107.2
  
 17) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-06-27 Cont ID  
Sent By rmcdouga Date 2015-06-27 Time 09:27 Rev Time 0.00
Received By rmcdouga Date 2015-06-26 Time 15:29 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-05-12 Cont ID  
Sent By rmcdouga Date 2015-05-12 Time 18:51 Rev Time 0.00
Received By rmcdouga Date 2015-05-12 Time 17:43 Sent To  
Notes
2015-05-12 18:51:00PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY ELECTRIC
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE SQUARE FOOTAGE SPECIFIED FOR THE GENERAL
 LIGHTING CALCULATIONS DOES NOT MATCH THE SQUARE FOOTAGE
 LISTED IN THE AREA CALCULATIONS. THE AVANTI ( LEFT AND
 RIGHT ) HAS 1764 AND NOT 1867. THE CASSANDRA PLANS ARE
 MISSING FROM THIS SUBMITTAL. THE MADERA ( RIGHT ) HAS
 1836 AND NOT 1764 ( CHECK ADDITION ). THE MADERA ( LEFT
 ) HAS 1764 AND SHOULD BE 1765 ( CHECK ADDITION ). FBC
 107.2.1
  
 2) THE BREAKER PANEL IS NOT SHOWN ON THE ELECTRICAL
 FLOOR PLAN THE WAY IT IS DESIGNATED IN THE ELECTRICAL
 LEGEND ON THE A1 PLANS.
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-07-06 Cont ID  
Sent By rmcdouga Date 2015-07-06 Time 10:04 Rev Time 0.00
Received By rmcdouga Date 2015-07-01 Time 10:24 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-06-29 Cont ID  
Sent By rmcdouga Date 2015-06-29 Time 07:56 Rev Time 0.00
Received By rmcdouga Date 2015-06-16 Time 09:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-06-12 Cont ID  
Sent By cpuell Date 2015-06-12 Time 16:24 Rev Time 0.00
Received By cpuell Date 2015-06-04 Time 13:30 Sent To  
Notes
2015-06-12 16:24:28CLOSED DUE TO CUSTOMER WANTING UP UPLOAD ADDITIONAL
 INFORMATION
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-05-13 Cont ID  
Sent By rmcdouga Date 2015-05-13 Time 17:22 Rev Time 0.00
Received By rmcdouga Date 2015-03-23 Time 09:19 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2015-06-15 Cont ID  
Sent By rmcdouga Date 2015-06-15 Time 16:36 Rev Time 0.00
Received By rmcdouga Date 2015-06-15 Time 16:36 Sent To  
Notes
2015-06-15 16:37:07MU 2015 - 14126
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-05-12 Cont ID  
Sent By rmcdouga Date 2015-05-12 Time 13:13 Rev Time 0.00
Received By rmcdouga Date 2015-05-12 Time 13:13 Sent To  
Notes
2015-05-12 13:14:15BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-07-06 Cont ID  
Sent By rmcdouga Date 2015-07-06 Time 10:01 Rev Time 0.00
Received By rmcdouga Date 2015-07-06 Time 09:13 Sent To  
Notes
2015-07-06 10:04:22APPROVED WITH EXCEPTION. REVISED ENERGY CALCULATIONS
 FOR THE MADERA MODEL WITH THE CORRECT ROOFING MATERIAL
 ARE REQUIRED.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-06-29 Cont ID  
Sent By rmcdouga Date 2015-06-27 Time 11:19 Rev Time 0.00
Received By rmcdouga Date 2015-06-26 Time 15:29 Sent To  
Notes
2015-06-27 11:26:51PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR
 THE DESIGN IS MISSING FROM THE MECHANICAL PLANS FOR THE
 MADERA AND CASSANDRA MODELS. FBC 107.2.1
  
 2) THE ENERGY CALC. FORM FOR THE MADERA MODEL LISTS THE
 ROOF MATERIAL AS COMPOSITION SHINGLES RATHER THAN
 CONCRETE TILE. FBC 107.2.1
  
 3) THE AVANTI MODEL UNIT 42 IS MISSING THE HEATING LOAD
 CALCULATIONS. FBC 107.2.1
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-05-13 Cont ID  
Sent By rmcdouga Date 2015-05-13 Time 07:30 Rev Time 0.00
Received By rmcdouga Date 2015-05-12 Time 17:43 Sent To  
Notes
2015-05-13 07:37:47PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY MECHANICAL
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE ENERGY FORM IS MISSING SOME OR ALL OF THE
 FOLLOWING INFORMATION: OWNER, BUILDER NAME, PERMIT
 OFFICE ( CITY OF WEST PALM BEACH ), JURISDICTION (
 604700 ). FBC 107.2.1.4
  
 2) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE
 FRONT DOOR IS FOR A GLAZED SINGLE FRENCH DOOR WHERE THE
 GLASS AREA IS EQUAL OR GREATER THAN ONE THIRD OF THE
 DOOR AREA. THIS DOOR IS REQUIRED TO BE INCLUDED IN THE
 GLAZING CALCULATION AS A TOTAL FENESTRATION. FBC ENERGY
 SECTION 405.5.3
  
 3) ON THE MECHANICAL PLANS FOR THE MADERA MODELS THE
 14" RETURN TRANSFER DUCT IS TOO SMALL FOR THE MASTER
 BEDROOM SUITE. THERE ARE (2) 5", (1) 4" AND (1) 8"
 SUPPLY DUCTS ENTERING THE MASTER SUITE WITH A TOTAL
 CROSS SECTIONAL AREA OF 103". FBC-R M1602.4 REQUIRES
 THE TRANSFER DUCT TO BE 1.5 TIMES THE CROSS SECTIONAL
 AREA OF THE SUPPLY DUCTS ENTERING THE SUITE AND A ONE
 INCH UNDERCUT OF THE DOOR.
  
 4) THE INTERNAL GAIN CALCULATION ON THE EQUIPMENT
 SIZING CALCULATION USES 14 OCCUPANTS FOR THE MADERA
 MODEL. PLEASE EXPLAIN HOW THE OCCUPANT LOAD WAS
 DERIVED. FBC 107.2.1
  
 5) THE ENERGY FORM FOR THE MADERA MODEL SPECIFIES
 31,000 BTU/HR ( 9KW) HEAT STRIP AND THE MECHANICAL PLAN
 HAS 5 KW. PLEASE CLARIFY. FBC 107.2.1
  
 6) THE END UNITS TYPICALLY REQUIRE LARGER HEATING AND
 COOLING LOADS THAN THE UNITS IN BETWEEN. THEY HAVE AN
 EXTRA EXTERIOR WALL WITH WINDOWS. REVIEW THE
 CALCULATIONS TO DETERMINE WHY ALL OF THE UNITS HAVE THE
 SAME LOADS. FBC 107.2.1
  
 7) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
  
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-06-25 Cont ID  
Sent By tklarge Date 2015-06-25 Time 05:08 Rev Time 0.00
Received By tklarge Date 2015-06-25 Time 04:57 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-04-13 Cont ID  
Sent By tklarge Date 2015-04-13 Time 12:26 Rev Time 0.00
Received By tklarge Date 2015-04-13 Time 12:26 Sent To  
Notes
2015-04-13 12:26:411) SUBMIT A WATER RISER FOR THE DIFFERENT MODELS. WPB
 AMEND. TO 2010 FBC SEC. 107.3.5.3.
 2) THE LANDSCAPE PLAN SHOWS THE WATER SUPPLY FOR THE
 IRRIGATION SYSTEM AS CITY WATER. THE IRRIGATION SYSTEM
 SHALL BE PROTECTED AGAINST BACKFLOW PER THE CITY'S
 CROSS CONNECTION MANUAL. CONTACT STEVEN HUNTER AT
 561-805-2240 FOR THE PROPER TYPE OF BACKFLOW DEVICE TO
 BE INSTALLED.
 3) THE WATER HEATERS IN THE GARAGES SHALL BE PROTECTED
 FROM VEHICLE IMPACT.
 4) SHOW THE LOCATION OF THE CONTROLLER AND RAIN SENSOR
 FOR THE IRRIGATION SYSTEM. A RAIN SENSOR IS REQUIRED ON
 THE IRRIGATION SYSTEM PER FL. STATUTE 373.62.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2015-06-29 Cont ID  
Sent By rmcdouga Date 2015-06-29 Time 09:16 Rev Time 0.00
Received By rmcdouga Date 2015-06-29 Time 09:16 Sent To  
Notes
2015-06-29 09:21:50BORAL TILESEAL UNDERLAYMENT NOA NO.12-0417.06
 HANSON REGAL/SPANISH "S" II CONCRETE ROOF TILE NOA NO.
 12-0917.08 INSTALLED WITH (2) #8 SCREWS
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-07-06 Cont ID  
Sent By skennedy Date 2015-07-06 Time 11:17 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2015-06-16 Cont ID  
Sent By llouie Date 2015-06-16 Time 14:38 Rev Time 0.00
Received By llouie Date 2015-06-16 Time 14:38 Sent To  
Notes
2015-06-16 14:39:07APPROVED WITH THE FOLLOWING PROVISO:
  
 1.) DRIVEWAY SHALL BE SETBACK AT LEAST 3 FT. FROM THE
 INTERIOR SIDE PROPERTY LINE.
  
 *SEPARATE PERMIT FOR LANDSCAPING REQUIRED.
  
 CALL LINDA LOUIE @ (561) 822-1548 IF THERE ARE
 QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-03-31 Cont ID  
Sent By llouie Date 2015-03-31 Time 15:57 Rev Time 0.00
Received By llouie Date 2015-03-31 Time 15:57 Sent To  
Notes
2015-03-31 16:00:33** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) PROVIDE THE FOLLOWING DIMENSIONS IN THE SITE
 PLAN/SURVEY FOR BUILDING 6: FRONT AND REAR SETBACKS FOR
 LOT 42; WIDTHS OF DRIVEWAYS.
  
 2.) ARCHITECTURAL PLANS AND ELEVATIONS MISSING FOR THE
 UNIT ON LOT 41 (CASSANDRA CR). PLEASE PROVIDE.
  
 3.) SEPARATE PERMIT APPLICATION AND REVIEW REQUIRED FOR
 LANDSCAPE PLAN.
  
 4.) FINAL PLAT MUST BE APPROVED AND RECORDED PRIOR TO
 ZONING APPROVAL OF PERMIT.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
 ART IN PUBLIC PLACES REQUIREMENT:
  
 PURSUANT TO THE ART IN PUBLIC PLACES ORDINANCE NO.
 4504-14, AN ART ASSESSMENT FOR THE PROJECT IS REQUIRED
 SINCE THE VALUE OF NEW BUILDING CONSTRUCTION
 ($1,950,000) EXCEED THE VALUE OF $500,000. THE
 APPLICANT SHALL COMPLETE ONE OF THE FOLLOWING WITHIN
 NINETY (90) DAYS OF THE ISSUANCE OF THE FIRST BUILDING
 PERMIT:
  
 OPTION 1: SUBMIT DOCUMENTATION EVIDENCING THE ESCROW OF
 FUNDS FOR A WORK OF ART OR HISTORIC OR CULTURAL
 ELEMENTS VALUED IN AN AMOUNT OF ONE PERCENT OF THE
 TOTAL VERTICAL CONSTRUCTION COSTS IN COMPLIANCE WITH
 ORDINANCE NO. 4504-14 AND SUBMIT AN APPLICATION FOR
 APPROVAL OF THE WORK OF ART OR HISTORIC OR CULTURAL
 ELEMENTS.
  
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO ONE PERCENT OF
 THE TOTAL VERTICAL CONSTRUCTION COSTS FOR DEPOSIT TO
 THE ART IN PUBLIC PLACES FUND.
  
 *** UNLESS AN ALTERNATIVE DEADLINE IS ESTABLISHED IN A
 DEVELOPMENT ORDER, OR A TIME EXTENSION IS GRANTED BY
 THE DIRECTOR OF DEVELOPMENT SERVICES, NO CERTIFICATE OF
 OCCUPANCY FOR THE PROJECT SHALL BE ISSUED UNTIL THE
 ARTWORK IS INSTALLED, THE FINAL REVISED CONSTRUCTION
 COST AFFIDAVIT AND ACCOUNTING OF THE ESCROWED ART FUNDS
 HAS BEEN PROVIDED; AND/OR THE FULL ART ASSESSMENT HAS
 BEEN PAID TO THE CITY. ***
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved