Plan Review Details - Permit 07070644
Plan Review Stops For Permit 07070644
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-12-13 Cont ID  
Sent By rmcdouga Date 2007-12-13 Time 12:31 Rev Time 0.00
Received By rmcdouga Date 2007-12-13 Time 07:46 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-10-18 Cont ID  
Sent By rmcdouga Date 2007-10-18 Time 15:13 Rev Time 0.00
Received By rmcdouga Date 2007-10-18 Time 15:13 Sent To  
Notes
2007-10-18 17:42:032004 FBC WITH 2006 AMENDMENTS
 NEW SFR
 CBS CONSTRUCTION
  
 DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED. SUBMIT PLANS
 WITH ORIGINAL COUNTY STAMP AND COPY OF PAID IMPACT FEE
 RECEIPT.
  
 3) SUBMIT MANUFACTURER'S SPECIFICATIONS, PRODUCT
 APPROVAL OR TECHNICAL BULLETIN SHOWING THAT THE SIMPSON
 HUS 28 CAN BE ATTACHED TO CONCRETE OR MASONRY WITH
 TITEN SCREWS OR SPECIFY ANOTHER CONNECTOR.
  
 4)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. THE PRODUCT APPROVALS FOR
 THE ASPHALT ROOF SHINGLES HAVE NOT BEEN APPROVED IN
 WRITING BY THE DESIGNER OF RECORD.
  
 5) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR OUTSWING
 DOOR AT THE CARPORT AS REQUIRED BY FAC RULE 9B-72. IF
 IT IS THE SAME AS THE FRONT DOOR, PLEASE INDICATE ON
 THE FRONT DOOR PRODUCT APPROVAL.
  
 6) THE PRODUCT APPROVAL FOR THE TAMKO ROOFING HAS BEEN
 REMOVED FROM THE SUBMITTAL. HOWEVER, IT IS STILL LISTED
 ON SHEET 1 OF THE PLANS AND SIGNED AND SEALED RAS 117
 CALCULATIONS FOR ENHANCED FASTENING FROM THE ENGINEER
 WERE SUBMITTED. PLEASE CLARIFY.
  
 7) THE PRODUCT APPROVAL NOA FOR THE RIDGE VENT LIMITS
 IT TO A MINIMUM SLOPE OF 3 :12. THE PLANS SPECIFY A
 ROOF PITCH OF 2.5 : 12. PLEASE CORRECT.
  
 8) SHEET 4 OF THE PLANS HAS WHITE-OUT AND A LABEL TAPED
 TO THE PLANS CHANGING THE ROOFING MATERIAL. THIS IS NOT
 ALLOWED BY FBC 106.1.3 OF THE CITY AMENDMENTS. PLEASE
 CORRECT.
  
 9) ASPHALT SINGLES ARE DESIGNED TO BE USED ON A SLOPED
 ROOF THAT ALLOWS THE RAIN WATER TO FLOW DIRECTLY OFF OF
 IT. THE INSTALLATION OF ASPHALT SHINGLES WITH THE ROOF
 SLOPING INTO THE PARAPET WALLS WILL CAUSE THE RAIN
 WATER TO BACK UP UNDER THE SHINGLES. THIS IS A VERY BAD
 DESIGN. SUBMIT A ROOFING APPLICATION STANDARD,
 MANUFACTURER'S INSTALLATION INSTRUCTIONS OR
 SPECIFICATIONS THAT ALLOWS THE SINGLES TO BE INSTALLED
 IN THIS WAY.
  
 10) PLEASE PROVIDE CLARIFICATION AS TO HOW THE ROOF
 TRUSSES WILL BE ATTACHED AT THE EXTERIOR WALLS AND HOW
 THEY WILL BE SUPPORTED. IS THERE A 2 X PT WALL LEDGER
 WITH THE TRUSS HANGERS MOUNTED TO IT? THE SCUPPER
 DETAILS SHOW THE ENDS OF THE TRUSSES EXTENDING INTO THE
 EXTERIOR WALLS.
  
 11) PLEASE DO NOT STAPLE THE PRODUCT APPROVALS TO THE
 PLANS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-08-07 Cont ID  
Sent By rmcdouga Date 2007-08-07 Time 19:01 Rev Time 0.00
Received By rmcdouga Date 2007-08-07 Time 13:59 Sent To P
Notes
2007-08-07 14:39:552004 FBC WITH 2006 AMENDMENTS
 NEW SFR
 CBS CONSTRUCTION
  
 DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED. SUBMIT PLANS
 WITH ORIGINAL COUNTY STAMP AND COPY OF PAID IMPACT FEE
 RECEIPT.
  
 3) SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH
 R401.3 DRAINAGE .
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
  
 4) ON SHEET 1 THE WINDLOAD PRESSURE FOR THE CORNER
 WINDOW ON THE RIGHT SIDE ELEVATION IS INCORRECT. PLEASE
 REVISE.
  
 5) SHOW COMPLIANCE WITH R903.4 ROOF DRAINAGE. UNLESS
 ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS
 SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. WHERE
 REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL BE PLACED
 LEVEL WITH THE ROOF SURFACE IN A WALL OR PARAPET. THE
 SCUPPER SHALL BE LOCATED AS DETERMINED BY THE ROOF
 SLOPE AND CONTRIBUTING ROOF AREA. SCUPPERS ARE REQUIRE
 TO BE LEVEL WITH THE ROOF SURFACE. REVISE SCUPPER
 DETAIL ON SHEET 4.
  
 6)SHOW COMPLIANCE WITH R903.4.1
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS . AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING .
  
 7) SUBMIT SCUPPER AND SECONDARY ROOF DRAIN SIZING
 CALCULATIONS. SEE FBC PLUMBING SECTIONS 1106 AND 1107.
  
 8) SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST DECAY
 AND TERMITES.
 CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF.
  
 9) SPECIFY SAFETY GLAZING IN THE BATHROOM WINDOWS IN
 ACCORDANCE WITH FBC R308.1.
  
 10) PROVIDE A STRUCTURAL DETAIL INDICATING THE
 CONSTRUCTION OF THE ARCH OPENINGS. FBC* 106.1.2
  
 11) CLARIFY THE FOUNDATION FOR THE EXTERIOR CBS WALL AT
 THE CARPORT. A 10" THICKENED EDGE WITH ONE #5 REBAR IS
 SPECIFIED. THIS DOES NOT APPEAR TO BE ADEQUATE.
  
 12) SPECIFY THE FOOTINGS AT THE COVERED ENTRY. FBC*
 106.1.2
  
 13) SHOW COMPLIANCE WITH ROOF VENTILATION R806.2
 MINIMUM AREA.
 THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS
 THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED
 EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED
 TO 1 TO 300, PROVIDED AT LEAST 50 PERCENT AND NOT MORE
 THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS
 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF
 THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914 MM)
 ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE
 REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
 AS AN ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA
 MAY BE REDUCED TO 1 TO 300 WHEN A VAPOR BARRIER HAVING
 A TRANSMISSION RATE NOT EXCEEDING 1 PERM (57.4 MG/S ? M
 2 ? PA) IS INSTALLED ON THE WARM SIDE OF THE CEILING.
  
 14) SUBMIT MANUFACTURER'S SPECIFICATIONS, PRODUCT
 APPROVAL OR TECHNICAL BULLETIN SHOWING THAT THE SIMPSON
 HUS 28 CAN BE ATTACHED TO CONCRETE OR MASONRY WITH
 TITEN SCREWS OR SPECIFY ANOTHER CONNECTOR.
  
 15) THE UPLIFT VALUE IN THE TRUSS ANCHOR SCHEDULE ON
 SHEET 3 FOR THE SIMPSON HETA 20 IS INCORRECT. THE
 ALLOWABLE UPLIFT LISTED IN THE 2007 SIMPSON CATALOG IS
 1805 #.
  
 16) SPECIFY THE BOLT LENGTH/EMBED DEPTH FOR THE SIMPSON
 LTT 20B IN THE ANCHOR SCHEDULE ON SHEET 3.
  
 17)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 18) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR OUTSWING
 DOOR AT THE CARPORT.
  
 19) SECTIONS OF THE TABLES LISTED IN THE PRODUCT
 APPROVAL FOR THE STORM PANELS ARE MISSING. SUBMIT
 PRODUCT APPROVALS WITH COMPLETE DRAWINGS AND TABLES.
  
 20) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR THE
 STORM PANELS. SPECIFY THE MOUNT TYPE, ANCHOR TYPE AND
 SPACING, ETC. SEE ATTACHED SAMPLE SCHEDULE.
  
 21) THE PRODUCT APPROVAL NUMBER FOR THE TAMKO ROOFING
 HAS BEEN REVISED. UPDATE THE NOA NUMBER LISTED ON SHEET
 1 TO THE CURRENT ONE.
  
 22) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED
 IN THE NOA FOR THE TAMKO MODIFIED ROOFING SYSTEM WILL
 BE INSTALLED. INDICATE THE FASTENING OPTION AND DESIGN
 PRESSURE THAT WILL BE USED. SUBMIT RAS 117 CALCULATIONS
 FOR ENHANCED FASTENING IF REQUIRED IN ORDER TO MEET
 COMPONENT AND CLADDING UPLIFT PRESSURES THE EDGE AND
 CORNER ROOF ZONES.
  
 23) SPECIFY THE COMPONENT AND CLADDING UPLIFT PRESSURES
 FOR THE THREE ROOF ZONES ON THE PLANS. SEE FBC TABLE
 R301.2(2) AND FIGURE R301.2(8).
  
 24) THE VALUE OF THE PROJECT HAS BEEN REVISED BASED ON
 ICC BUILDING VALUATION DATA. ADDITIONAL PERMIT FEES OF
 $764.33 ARE DUE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-11-29 Cont ID  
Sent By btrobaug Date 2007-11-29 Time 12:20 Rev Time 0.00
Received By btrobaug Date 2007-11-29 Time 12:04 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-10-03 Cont ID  
Sent By btrobaug Date 2007-10-03 Time 07:31 Rev Time 0.00
Received By btrobaug Date 2007-10-03 Time 06:36 Sent To M
Notes
2007-10-03 07:31:08 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 THE FOLLOWING COMMENTS WERE NOT CORRECTLY ADDRESSED IN
 THE PREVIOUS REVIEW. AN * AFTER THE COMMENTINDICATES
 FURTHER EXPLANATION.
  
 1} DUE TO THE METER LOCATION, A DISCONNECT IS REQUIRED
 PER 230.70, 225.32. INDICATE LOCATION ON PLAN PER
 230.70(A)(1)* THE DISCONNECT ON THE PLAN WAS NOT
 INCLUDED IN THE RISER DIAGRAM.SHOW EQUIPMENT GROUND
 WHERE REQUIRED (ON THE LOAD SIDE OF THE DISCONNECT) AND
 SIZE SAME PER 250.122.
  
 4} THE DINING ROOM RECEPTACLE CIRCUIT #27, MUST BE A 20
 AMP CIRCUIT PER 210.52(B)(1). * THE DESIGNER HAS LEFT A
 # 14 CONDUCTOR ON A 20 AMP CIRCUIT BREAKER IN VIOLATION
 OF 310.16, AND THE CIRCUIT RATED AT 543 (KVA?) WHEN PER
 220.52(A) IT MUST BE 1500 VA. NOTE: ALL RATINGS ARE
 INCORRECTLY NOTED AS KVA PER THE HEADING OF THAT
 COLUMN.
  
 6} THE DISCONNECTING MEANS LOCATED AT THE A/C EQUIPMENT
 (BOTH UNITS) DO NOT INDICATE COMPLIANCE WITH THE
 CLEARANCE REQUIREMENTS OF 110.26.* NOT ADDRESSED.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-07-27 Cont ID  
Sent By btrobaug Date 2007-07-24 Time 08:03 Rev Time 0.00
Received By btrobaug Date 2007-07-24 Time 06:58 Sent To M
Notes
2007-07-24 07:50:23 
  
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} DUE TO THE METER LOCATION, A DISCONNECT IS REQUIRED
 PER 230.70, 225.32. INDICATE LOCATION ON PLAN PER
 230.70(A)(1)
  
 2} THE GROUNDING ELECTRODE CONDUCTOR MUST COMPLY WITH
 250.66, MINIMUM #4 CU FOR 2/0 SEC.
  
 3} PLEASE CHANGE THE NOTES TO INDICATE NFPA-72, AND
 NFPA-70, RATHER THAN MFPA AND MFP. ALSO NFPA-72 IS 2002
 EDITION.
  
 4} THE DINING ROOM RECEPTACLE CIRCUIT #27, MUST BE A 20
 AMP CIRCUIT PER 210.52(B)(1).
  
 5} THE WATER HEATER MUST HAVE A DISCONNECTING MEANS PER
 422.31(B), AND CAN NOT BE A RECEPTACLE AS SHOWN,
 422.16.
  
 6} THE DISCONNECTING MEANS LOCATED AT THE A/C EQUIPMENT
 (BOTH UNITS) DO NOT INDICATE COMPLIANCE WITH THE
 CLEARANCE REQUIREMENTS OF 110.26.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2007-07-19 Cont ID  
Sent By swurafti Date 2007-07-19 Time 14:48 Rev Time 0.00
Received By swurafti Date 2007-07-19 Time 14:48 Sent To  
Notes
2007-07-19 14:48:36HISTORIC APPROVED BY GJUDGE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-11-26 Cont ID  
Sent By adarroug Date 2007-11-26 Time 14:41 Rev Time 0.00
Received By adarroug Date 2007-11-26 Time 14:41 Sent To Z
Notes
2007-11-26 14:41:38TO "Z" BOX/RESUB--NEW SHEETS SUBMITTED
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-09-21 Cont ID  
Sent By adarroug Date 2007-09-21 Time 14:58 Rev Time 0.00
Received By adarroug Date 2007-09-21 Time 14:58 Sent To Z
Notes
2007-09-21 14:58:38TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-08-13 Cont ID  
Sent By jleech Date 2007-08-13 Time 14:27 Rev Time 0.00
Received By jleech Date 2007-07-20 Time 14:29 Sent To  
Notes
2007-07-20 14:29:41TO "SFR" "Z"
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-11-29 Cont ID  
Sent By tgordon Date 2007-11-29 Time 16:11 Rev Time 0.20
Received By tgordon Date 2007-11-29 Time 16:11 Sent To P
Notes
2007-11-29 16:12:11MECH. PLANS REVIEWED AND STAMPED ON 10-12-07.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-10-12 Cont ID  
Sent By tgordon Date 2007-10-12 Time 09:26 Rev Time 0.25
Received By tgordon Date 2007-10-12 Time 09:26 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-07-24 Cont ID  
Sent By btrobaug Date 2007-07-27 Time 08:16 Rev Time 0.25
Received By tgordon Date 2007-07-24 Time 11:31 Sent To P
Notes
2007-07-24 11:36:24*** DENIED ***
 1) THE JOB ADDRESS NEEDS TO APPEAR ON THE MECHANICAL
 PLANS, SEE 2004 FBC, CITY WPB AMEND. 106.13.
  
 2) ALL INFORMATION, DRAWINGS, (MECHANICAL PLANS),
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 PRINTED NAME AND SIGNATURE OF THE PERSON RESPONSIBLE
 FOR THE DESIGN. PER FBC 104.2.1.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-12-12 Cont ID  
Sent By jleech Date 2007-12-12 Time 08:50 Rev Time 0.00
Received By jleech Date 2007-12-12 Time 08:46 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-10-12 Cont ID  
Sent By jleech Date 2007-10-12 Time 10:59 Rev Time 0.00
Received By jleech Date 2007-10-12 Time 10:59 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-08-13 Cont ID  
Sent By jleech Date 2007-08-13 Time 14:07 Rev Time 0.00
Received By jleech Date 2007-08-13 Time 14:04 Sent To  
Notes
2007-08-13 14:26:31DENIED;
 1. AUTOMATIC CLOTHES WASHER BRANCH DRAIN TO BE 3"
 FBC-2004 PLUMBING SECTION 406.3.
 2. SHOW DETAIL OF ROOF DRAIN SCUPPER, AND LOCATION OF
 SCUPPERS. DOWN SPOUTS WILL BE REQUIRED,ALLSTORM WATER
 MUST BE 12" FROM BUILDING. SHOW LOCATION OF EMERGENCY
 SCUPPERS.
 PLUMBING PLAN REVIEW BY
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 3 Status P Date 2007-11-28 Cont ID  
Sent By choops Date 2007-11-28 Time 13:58 Rev Time 0.00
Received By choops Date 2007-11-28 Time 13:58 Sent To E
Notes
2007-11-28 13:59:26***APPROVED - RESUB #2 - RESTAMP PLANS***
  
 PROVISO: PLANS SHALL BE RESTAMPED BY HISTORIC
 PRESERVATION.
  
  
  
 SENT TO "E" - BT
Review Stop Z ZONING
Rev No 2 Status P Date 2007-09-26 Cont ID  
Sent By choops Date 2007-09-26 Time 13:06 Rev Time 0.00
Received By choops Date 2007-09-26 Time 13:06 Sent To ENG
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2007-07-23 Cont ID  
Sent By choops Date 2007-07-23 Time 08:39 Rev Time 0.00
Received By choops Date 2007-07-23 Time 08:39 Sent To E
Notes
2007-07-23 08:42:30***FAILED***
  
  
 1)PLEASE PROVIDE DIMENSIONS OF PROPOSED DRIVEWAY AND
 INDICATE IF APPROACH TO BE DONE AS WELL.
  
 2)INDICATE SETBACK DIMENSIONS FROM PROPOSED A/C
 EQUIPMENT TO THE PROPERTY LINES.
  
 3)PLEASE PROVIDE A LANDSCAPE PLAN SHOWING COMPLIANCE
 WITH SECTION, 94-442 OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS.
  
  
 QUESTIONS/COMMENTS, CONTACT CHRIS HOOPS, ZONING
 TECHNICIAN
 (561)805-6720


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