Plan Review Details - Permit 15030366
Plan Review Stops For Permit 15030366
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-08-14 Cont ID  
Sent By rmcdouga Date 2015-08-14 Time 18:52 Rev Time 0.00
Received By rmcdouga Date 2015-08-14 Time 17:22 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-24 Cont ID  
Sent By tklarge Date 2015-07-24 Time 14:28 Rev Time 0.00
Received By rmcdouga Date 2015-07-24 Time 14:28 Sent To  
Notes
2015-07-24 13:59:26PLAN
 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) 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, 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) THE TRUSS LAYOUT PLAN THAT WAS SUBMITTED IS NOT
 TOTALLY LEGIBLE. SUBMIT LEGIBLE SIGNED AND SEALED FLOOR
 AND ROOF TRUSS LAYOUT PLANS AND FLOOR AND ROOF TRUSS
 DRAWINGS THAT HAVE BEEN REVIEW AND APPROVED BY THE
 DESIGNER OF RECORD. YOU MAY ELECT TO DEFER THE
 SUBMITTAL OF THE LAYOUT PLANS AND TRUSS DRAWINGS FOR
 REVIEW TO A LATER DATE THAT IS PRIOR TO TRUSS
 INSTALLATION.
  
 15) 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 2015-08-14 Cont ID  
Sent By rmcdouga Date 2015-08-14 Time 17:51 Rev Time 0.00
Received By rmcdouga Date 2015-08-14 Time 17:49 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-06-30 Cont ID  
Sent By albarran Date 2015-06-30 Time 15:45 Rev Time 0.00
Received By albarran Date 2015-06-30 Time 08:43 Sent To  
Notes
2015-06-30 15:55:37JOB PERMIT NUMBER: 15030366
 JOB ADDRESS: 4616 TARA COVE WAY
  WEST PALM BEACH, FL
 DATE: JUNE 30TH, 2015
  ELECTRICAL PLAN REVIEW COMMENTS
  
 PLEASE NOTE THAT I, MIKE ALBARRAN, ELECTRICAL PLANS
 EXAMINER HAVE COMPLETED THE REVIEW OF THE ABOVE
 MENTIONED JOB. BELOW ARE THE COMMENTS WITH REGARDS TO
 THE CORRECTIONS NOTED. AS THIS WAS A PAGE BY PAGE
 REVIEW, YOU WILL NOTICE REPEATED COMMENTS ON EACH
 RESPECTIVE PAGE. EACH OF THE COMMENTS NOTED HAVE BEEN
 CLOUDED OR IN SOME WAY IDENTIFIED IN A RED LAYER ON THE
 DIGITAL PLANS.
  
 THE FOLLOWING ITEMS SHALL BE CORRECTED AND THE PLANS
 RESUBMITTED FOR A SECOND REVIEW:
  
 PLEASE NOTE THAT I, MIKE ALBARRAN, ELECTRICAL PLANS
 EXAMINER HAVE COMPLETED THE REVIEW OF THE ABOVE
 MENTIONED JOB. BELOW ARE THE COMMENTS WITH REGARDS TO
 THE CORRECTIONS NOTED. AS THIS WAS A PAGE BY PAGE
 REVIEW, YOU WILL NOTICE REPEATED COMMENTS ON EACH
 RESPECTIVE PAGE. EACH OF THE COMMENTS NOTED HAVE BEEN
 CLOUDED OR IN SOME WAY IDENTIFIED IN A RED LAYER ON THE
 DIGITAL PLANS.
  
 THE FOLLOWING ITEMS SHALL BE CORRECTED AND THE PLANS
 RESUBMITTED FOR A SECOND REVIEW:
  
 PAGE A1-DL, LOT 28
 1. PER YOUR OWN AREA CALCS, THE SQUARE FOOTAGE FOR THE
 CONDITIONED SPACE IS 1867, THEREFORE 5.6 KW LOAD.
 2. THIS CO DETECTOR SHALL BE RELOCATED TO BE GREATER
 THAN 3' FROM THE BATHROOM DOOR AND NO MORE THAN 10'
 FROM THE BEDROOM DOOR.
 3. PER NEC 210.52(C), AN OUTLET IS MISSING IN THIS
 COUNTER AREA.
 4. PER NEC 210.52(H), AN OUTLET IS MISSING IN THE HALL
 AREA
 5. PER NEC 314.27, LUMINAIRE OUTLET INSTALLED IN
 CEILINGS SHALL BE RATED TO SUPPORT A MINIMUM OF 50#
 .PAGE A1-CL LOTS 29 & 31
 1. PER YOUR OWN AREA CALCS, THE SQUARE FOOTAGE FOR THE
 CONDITIONED SPACE IS 1777, THEREFORE 5.3 KW LOAD.
 2. PER NEC 210.52(C), AN OUTLET IS MISSING IN THIS
 COUNTER AREA.
 3. PER NEC 210.52(A), THIS WALL IS MISSING AN OUTLET.
 4. A SINGLE CO DETECTOR PROPERLY SPACED 3' AWAY FROM
 ANY SOURCE OF FORCED AIR OR THE DOOR TO THE SHOWER IS
 SUFFICIENT. CO DETECTOR SHALL BE WITHIN 10? OF THE
 BEDROOM DOOR
 5. PER NEC 314.27, LUMINAIRE OUTLET INSTALLED IN
 CEILINGS SHALL BE RATED TO SUPPORT A MINIMUM OF 50#
 PAGE A1-BL, LOT 30
 1. THIS IS AN INTERIOR UNIT. THIS OUTLET WILL NOT BE
 POSSIBLE
 2. A SINGLE CO DETECTOR PROPERLY SPACED 3' AWAY FROM
 ANY SOURCE OF FORCED AIR OR THE DOOR TO THE SHOWER IS
 SUFFICIENT. CO DETECTOR SHALL BE WITHIN 10? OF THE
 BEDROOM DOOR
 3. PER NEC 314.27, LUMINAIRE OUTLET INSTALLED IN
 CEILINGS SHALL BE RATED TO SUPPORT A MINIMUM OF 50#
 PAGE A1-BR, LOTS 32 & 34
 1. PER YOUR OWN AREA CALCS, THE SQUARE FOOTAGE FOR THE
 CONDITIONED SPACE IS 1764, THEREFORE 5.3 KW LOAD.
 2. THIS IS AN INTERIOR UNIT. THIS OUTLET WILL NOT BE
 POSSIBLE
 6. A SINGLE CO DETECTOR PROPERLY SPACED 3' AWAY FROM
 ANY SOURCE OF FORCED AIR OR THE DOOR TO THE SHOWER IS
 SUFFICIENT. CO DETECTOR SHALL BE WITHIN 10? OF THE
 BEDROOM DOOR
 3. PER NEC 314.27, LUMINAIRE OUTLET INSTALLED IN
 CEILINGS SHALL BE RATED TO SUPPORT A MINIMUM OF 50#
 PAGE A1-CR, LOT 33
 1. PER YOUR OWN AREA CALCS, THE SQUARE FOOTAGE FOR THE
 CONDITIONED SPACE IS 1777, THEREFORE 5.3 KW LOAD.
 2. PER NEC 210.52(C), AN OUTLET IS MISSING IN THIS
 COUNTER AREA.
 3. PER NEC 210.52(A), THIS WALL IS MISSING AN OUTLET.
 7. A SINGLE CO DETECTOR PROPERLY SPACED 3' AWAY FROM
 ANY SOURCE OF FORCED AIR OR THE DOOR TO THE SHOWER IS
 SUFFICIENT. CO DETECTOR SHALL BE WITHIN 10? OF THE
 BEDROOM DOOR
 4. PER NEC 314.27, LUMINAIRE OUTLET INSTALLED IN
 CEILINGS SHALL BE RATED TO SUPPORT A MINIMUM OF 50#
 PAGE A1-DR LOT 35
 1. PER YOUR OWN AREA CALCS, THE SQUARE FOOTAGE FOR THE
 CONDITIONED SPACE IS 1867, THEREFORE 5.6 KW LOAD.
 2. THIS CO DETECTOR SHALL BE RELOCATED TO BE GREATER
 THAN 3' FROM THE BATHROOM DOOR AND NO MORE THAN 10'
 FROM THE BEDROOM DOOR.
 3. PER NEC 210.52(C), AN OUTLET IS MISSING IN THIS
 COUNTER AREA.
 4. PER NEC 210.52(H), AN OUTLET IS MISSING IN THE HALL
 AREA
 5. PER NEC 314.27, LUMINAIRE OUTLET INSTALLED IN
 CEILINGS SHALL BE RATED TO SUPPORT A MINIMUM OF 50#
  
  
 MIKE ALBARRAN, ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH, PH.: (561) 805-6746
 EMAIL: [email protected]
  
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-08-25 Cont ID  
Sent By cpuell Date 2015-08-25 Time 08:02 Rev Time 0.00
Received By cpuell Date 2015-08-10 Time 16:28 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-07-24 Cont ID  
Sent By rmcdouga Date 2015-07-24 Time 16:03 Rev Time 0.00
Received By rmcdouga Date 2015-04-16 Time 14:44 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2015-08-28 Cont ID  
Sent By rmcdouga Date 2015-08-28 Time 15:53 Rev Time 0.00
Received By rmcdouga Date 2015-08-28 Time 12:58 Sent To  
Notes
2015-08-28 15:53:41MU 2015 - 020767
2015-08-28 12:58:46RMCDOUGAL'S DESK

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-08-14 Cont ID  
Sent By rmcdouga Date 2015-08-14 Time 17:51 Rev Time 0.00
Received By rmcdouga Date 2015-08-14 Time 17:51 Sent To  
Notes
2015-08-14 17:52:04BEFORE 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-07-24 Cont ID  
Sent By rmcdouga Date 2015-07-24 Time 13:59 Rev Time 0.00
Received By rmcdouga Date 2015-07-24 Time 13:59 Sent To  
Notes
2015-07-24 14:00:33BEFORE 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 2 Status P Date 2015-08-19 Cont ID  
Sent By rmcdouga Date 2015-08-19 Time 18:59 Rev Time 0.00
Received By rmcdouga Date 2015-08-14 Time 17:52 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-24 Cont ID  
Sent By rmcdouga Date 2015-07-24 Time 16:01 Rev Time 0.00
Received By rmcdouga Date 2015-07-24 Time 15:08 Sent To  
Notes
2015-07-24 16:00:59PLAN
 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 THE FOLLOWING
 INFORMATION: OWNER, BUILDER NAME, PERMIT OFFICE ( CITY
 OF WEST PALM BEACH ), JURISDICTION ( 604700 ). FBC
 107.2.1.4
  
  
  
  
  
  
  

Review Stop P PLUMBING
Rev No 1 Status P Date 2015-05-10 Cont ID  
Sent By tklarge Date 2015-05-10 Time 10:11 Rev Time 0.00
Received By tklarge Date 2015-05-10 Time 09:30 Sent To  
Notes
***NONE***

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2015-07-24 Cont ID  
Sent By rmcdouga Date 2015-07-24 Time 15:17 Rev Time 0.00
Received By rmcdouga Date 2015-07-24 Time 15:17 Sent To  
Notes
2015-07-24 15:21:34ROOFING MATERIALS
  
 HANSON REGAL SPANISH 'S' ROOF TILE - NOA NO. 12-0917.08
 BORAL TILESEAL - NOA NO. 12-0417.06

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-08-28 Cont ID  
Sent By rmcdouga Date 2015-08-28 Time 16:18 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2015-08-28 16:19:43SIGNED AND SEALED PLANS WERE SUBMITTED WITH PBC IMPACT
 FEE STAMP.

Review Stop Z ZONING
Rev No 2 Status P Date 2015-08-24 Cont ID  
Sent By llouie Date 2015-08-24 Time   Rev Time 0.00
Received By llouie Date 2015-08-24 Time   Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status F Date 2015-04-22 Cont ID  
Sent By llouie Date 2015-04-22 Time 09:35 Rev Time 0.00
Received By llouie Date 2015-04-22 Time 09:35 Sent To  
Notes
2015-04-22 09:38:39** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) THE APPROVED PLAT FOR THE DEVELOPMENT SHALL BE
 REVIEWED BY ENGINEERING SERVICES AND RECORDED IN THE
 PUBLIC RECORDS OF PALM BEACH COUNTY PRIOR TO THE
 APPROVAL OF THIS PERMIT.
  
 2.) PROVIDE SETBACK DIMENSIONS FOR ALL STRUCTURAL
 ELEMENTS, INCLUDING BUT NOT LIMITED TO THE A/C UNIT,
 DRIVEWAY/STEPS, ETC.
  
 3.) AREA CALCULATIONS FOR UNIT REQUIRED IN PLANS.
  
 4.) SEPARATE REVIEW AND PERMIT APPLICATION REQUIRED FOR
 LANDSCAPING, DRIVEWAYS AND STEPS.
  
 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.
 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. ***
  
  


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