Plan Review Details - Permit 06111079
Plan Review Stops For Permit 06111079
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-04-17 Cont ID  
Sent By rmcdouga Date 2007-04-17 Time 14:20 Rev Time 0.00
Received By rmcdouga Date 2007-04-17 Time 14:20 Sent To  
Notes
2007-04-17 15:56:17BUILDING PROVISO
  
 IN REGUARDS TO THE FIRESTONE BUILDING PRODUCTS MODIFIED
 BITUMEN ROOF SYSTEM, SUBMIT RAS 117 CALCULATIONS FOR
 THE ENHANCED FASTENER SPACING THAT IS REQUIRED IN ROOF
 ZONES 2 AND 3. THESE MUST BE SUBMITTED WITHIN 60 DAYS
 OR THE PERMIT WILL BE REVOKED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-04-03 Cont ID  
Sent By rmcdouga Date 2007-04-03 Time 08:48 Rev Time 0.00
Received By rmcdouga Date 2007-04-02 Time 17:11 Sent To  
Notes
2007-04-02 18:59:41DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SUBMIT THE OLD PLAN SHEETSTHAT HAVE THE COUNTY
 IMPACT FEE STAMP ON THEM OR HAVE THE NEW PLANS STAMPED
 BY THE COUNTY FOR IMPACT FEES.
  
 3) THERE ARE NO SOFFIT VENTS SHOWN ON SHEET A4 FOR THE
 ENCLOSED ATTIC SPACE ABOVE THE NEW LAUNDRY ROOM AS
 REQUIRED BY R806.1. SEE COMMENT #5 OF FIRST REVIEW.
  
 4) TWO COPIES OF THE ENERGY CALCULATIONS ARE REQUIRED.
 THE ENERGY CALCS. ARE REQUIRED TO BE SIGNED BY THE
 OWNER/AGENT. SEE FBC CHAPTER 13.
  
 5) UNDER STRUCTURAL NOTES ON SHEET A4 SPECIFY ACI
 318-02 AND ACI 315-02 AND NOT THE LATEST EDITION. THE
 LATEST EDITION MAY NOT BE THE ONE THAT IS RECOGNIZED BY
 THE APPLICABLE EDITION OF THE CODE. THESE ARE THE 2002
 EDITIONS WHICH ARE REFERENCED BY THE 2004 EDITION OF
 THE FBC.
  
 6)ON SHEET A4 THE HTMS16 SPECIFIED ON THE PLANS
 SHOULD BE HTSM16. PLEASE CORRECT.
  
 7) ON THE ROOF FRAMING PLAN ON A5 THE CONNECTORS
 SPECIFIED AT THE EXISTING CBS WALL ARE LUS28 AND HETAL
 20. SECTION B ON A4 SPECIFIES LUS210 AND HTSM16
 CONNECTORS AT THIS LOCATION. PLEASE COORDINATE.
  
 8) THE UPLIFT SPECIFIED ON THE PLANS AT THE OPEN PORCH
 COLUMNS ARE 4312#, 5096# AND 5440# THESE LOADS ARE
 REQUIRED TO BE TRANSFERED TO THE FOUNDATION. THE BC6
 CONNECTORS SPECIFIED ARE RATED FOR 1050# OF UPLIFT.
 PLEASE CHECK YOUR CALCULATIONS AND SPECIFY ADEQUATE
 CONNECTORS.
  
 9) THE WALL ZONE FIGURE ON A5 IS INCORRECT. THE
 INTERIOR IS ZONE 4, NOT ZONE 5. PLEASE CORRECT.
  
 10) THE TAG FOR THE SECTION THROUGH THE LAUNDRY ROOM
 SPECIFIES THE WRONG PAGE. THE SECTION IS LOCATED ON
 SHEET A4. PLEASE CORRECT.
  
 11) THE HETAL 20 CONNECTORS SPECIFIED ON THE ROOF
 FRAMING PLAN ON A5 FOR THE PORCH RAFTER TO EXISTING
 STRUCTURE CONNECTION WILL NOT WORK AS THEY ARE REQUIRED
 TO BE EMBEDDED IN THE TIE BEAM. SEE #17 FROM FIRST
 REVIEW.
  
 12) THE H10 CONNECTORS SPECIFIED AT THE LAUNDRY ROOM
 ARE WOOD TO WOOD CONNECTORS. THEY ARE NOT DESIGNED TO
 BE USED FOR EXISTING MASONRY TO TRUSS CONNECTORS AS
 SPECIFIED AT THE LAUNDRY ROOM. SEE COMMENT #18 OF FIRST
 REVIEW.
  
 13) THE DESIGN PRESSURE FOR THE FIRESTONE MODIFIED
 ROOFING SYSTEM ASSEMBLY SELECTED ON PAGE 31 FOR THE
 FLAT ROOF IS TOO LOW FOR ROOF ZONES 2 AND 3. GENERAL
 LIMITATION #9 ON PAGE 34 DOES NOT ALLOW FOR ENHANCED
 FASTENING. PLEASE SPECIFY ANOTHER ASSEMBLY. NOTE: IF
 THE NEW ASSEMBLY REQUIRES ENHANCED FASTENING FOR ROOF
 ZONES 2 AND 3, SUBMIT RAS117 CALCULATIONS AS REQUIRED
 BY GENERAL LIMITATION #7 ON PAGE 34.
  
 14)SEE RED MARKS ON THE PLANS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-02-07 Cont ID  
Sent By rmcdouga Date 2007-02-07 Time 07:14 Rev Time 0.00
Received By rmcdouga Date 2007-02-06 Time 14:34 Sent To  
Notes
2007-02-06 18:27:59DENIED 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.
  
 3)SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS.
 EXTERIOR WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM)
 SHALL HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE
 RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL
 NOT EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM
 AN ADJACENT PROJECTION OR WALL. SPECIFY THE DISTANCE
 BETWEEN THE ADDITION AND THE EXISTING GARAGE ON THE
 SITE PLAN.
  
 4) SPECIFY THE PITCH OF THE SLOPED ROOF ON THE PLANS.
 FBC * 106.1.2.
  
 5) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED.
 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE
 CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
 RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE
 SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE
 ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE
 PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WIT H 1 /
 8 INCH (3.2 MM) MINIMUM TO ? INCH (6.4 MM) MAXIMUM
 OPENINGS
  
 6) SUBMIT ENERGY CALCULATIONS AS REQUIRED BY FBC
 CHAPTER 13.
  
 7)THE STRUCTURAL NOTES ON A4 REFERENCE THE 2001 FBC.
 PLEASE CORRECT. SEE MARKS ON PLAN.
  
 8) THE 2004 FBC REFRENCES THE 2002 EDITIONS OF ACI 318
 AND 315. PLEASE CORRECT.
  
 9) SECTION B ON A4 SPECIFIES " HELTA 20 " CONNECTORS.
 ARE THESE SUPPOSED TO BE SIMPSON HETAL 20 CONNECTORS?
 PLEASE CORRECT.
  
 10) ON SECTION B ON A4 THERE IS A HUC 412 ANCHOR
 SPECIFIED FOR THE BEAM TO 6 X 6 COLUMN CONNECTION. I
 COULD NOT LOCATE THIS ANCHOR IN THE USP OR SIMPSON
 CATALOGS. PLEASE SPECIFY THE MANUFACTURER AND SUBMIT
 PRODUCT APPROVALS FOR IT. THE ROOF FRAMING PLAN ON A5
 SPECIFIES A USP KCCQ525-6 AT THIS LOCATION PLEASE
 CLARIFY.
  
 11)A PB66 COLUMN ANCHOR IS SPECIFIED AT THE BASE OF
 THE 6 X 6 COLUMNS ON A4. THE UPLIFT FOR THIS ANCHOR IS
 1640 #. THE UPLIFT AT THE TOP OF THE COLUMNS IS 5440#
 ON A5. PLEASE REVIEW THESE ANCHORS TO ENSURE THE UPLIFT
 LOAD TRANSFER.
  
 12) R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL
 SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1?
 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE
 ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR
 SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS
 PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE
 SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE
 OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
 WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR
 GREATER, THE BUCK SHALL BE SECURELY FASTENED TO
 TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND
 THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW
 AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN
 FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE
 FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE
 MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
 UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY
 TO THE SECURED WOOD BUCK. PLEASE REVISE THE BUCK
 DETAILS ON A5 TO COMPLY WITH CODE.
  
 13) THE VALUES LISTED IN THE COMPONENT AND CLADDING
 TABLE ON A5 IS FOR ROOFS WITH A > 10 TO 30 DEGREE
 SLOPE. THE PRESSURES WILL BE HIGHER FOR THE FLAT ROOF.
 PLEASE CORRECT. SEE TABLE R 301.2(2).
  
 14) THE ROOF ZONE FASTENING ZONE FIGURE ON A5 IS
 INCORRECT. SEE FIGURE R 301.2(8) AND FIGURE 1609.6.2.2.
 THE OUTSIDE CORNERS OF FLAT AND HIP ROOFS ARE ZONE 3.
  
 15) THE WALL ZONE FIGURE ON A5 IS INCORRECT. THE
 CORNERS ARE ZONE 5 AND THE INTERIOR IS ZONE 4. PLEASE
 CORRECT. SEE FIGURES LISTED ABOVE.
  
 16)THE "HELTA 20"CONNECTORS SPECIFIED ON A5 SHOULD
 BE HETAL 20. PLEASE CORRECT.
  
 17) HETAL 20 CONNECTORS ARE EMBED TYPE AND CAN NOT BE
 USED AS SPECIFIED IN THE EXISTING WALL TIE BEAM AT THE
 COVERED PORCH. PLEASE CORRECT.
  
 18) THE H10 CONNECTORS ARE WOOD TO WOOD CONECTORS AND
 CAN NOT BE USED WHERE SPECIFIED AT THE EXISTING WALL OR
 THE NEW CONCRETE WALL OF THE LAUNDRY ROOM. PLEASE
 SPECIFY A MASONRY TO TRUSS CONNECTOR.
  
 19) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE.
  
 20) 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.
  
 21) SUBMIT PRODUCT APPROVALS FOR THE FLAT ROOF OF
 COVERED PORCH. SPECIFY THE APPROVED SYSTEM AND THE BASE
 SHEET FASTENING SYSTEM AND DESIGN PRESSURES FROM THE
 PRODUCT APPROVAL. CIRCLE THE APPROPRIATE INFORMATION.
 IF ENHANCED FASTENING IS REQUIRED, SUBMIT RAS 117
 CALCULATIONS PER LIMITATION #7 OF PRODUCT APPROVAL.
  
 22)THE PRODUCT APPROVAL FOR THE PGT SH-701 IMPACT
 WINDOWS IS EXPIRED. PLEASE SUBMIT CURRENT PRODUCT
 APPROVALS. SEE FL239-R7 AND NOA 05-1018.01.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2008-01-09 Cont ID  
Sent By btrobaug Date 2008-01-09 Time 16:03 Rev Time 0.00
Received By btrobaug Date 2008-01-09 Time 14:52 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-04-02 Cont ID  
Sent By btrobaug Date 2007-04-02 Time 13:59 Rev Time 0.50
Received By btrobaug Date 2007-04-02 Time 13:42 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2006-12-14 Cont ID  
Sent By btrobaug Date 2006-12-14 Time 14:22 Rev Time 0.50
Received By btrobaug Date 2006-12-14 Time 13:35 Sent To P
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2006-11-30 Cont ID  
Sent By swurafti Date 2006-11-30 Time 15:27 Rev Time 0.00
Received By swurafti Date 2006-11-30 Time 15:27 Sent To  
Notes
2006-11-30 15:27:55HISTORIC APPROVED BY JPAPA
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2008-01-07 Cont ID  
Sent By shill Date 2008-01-07 Time 16:16 Rev Time 0.00
Received By shill Date 2008-01-07 Time 16:16 Sent To E
Notes
2008-01-07 16:16:46TO "BTROBAUG" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-04-13 Cont ID  
Sent By adarroug Date 2007-04-13 Time 14:34 Rev Time 0.00
Received By adarroug Date 2007-04-13 Time 14:34 Sent To AD
Notes
2007-04-13 14:34:46TO "RMCDOUGAL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-04-11 Cont ID  
Sent By adarroug Date 2007-04-11 Time 09:55 Rev Time 0.00
Received By adarroug Date 2007-04-11 Time 09:55 Sent To Z
Notes
2007-04-11 09:55:52TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-03-20 Cont ID  
Sent By adarroug Date 2007-03-20 Time 09:30 Rev Time 0.00
Received By adarroug Date 2007-03-20 Time 09:30 Sent To E
Notes
2007-03-20 09:31:01TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-03-16 Cont ID  
Sent By adarroug Date 2007-03-16 Time 09:51 Rev Time 0.00
Received By adarroug Date 2007-03-16 Time 09:51 Sent To Z
Notes
2007-03-16 09:52:06TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-12-12 Cont ID  
Sent By adarroug Date 2006-12-12 Time 08:12 Rev Time 0.00
Received By adarroug Date 2006-12-12 Time 08:12 Sent To E
Notes
2006-12-12 08:13:13TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-02-07 Cont ID  
Sent By rmcdouga Date 2007-02-07 Time 07:14 Rev Time 0.00
Received By rmcdouga Date 2006-12-01 Time 09:52 Sent To  
Notes
2006-12-01 09:52:49TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2006-12-21 Cont ID  
Sent By tgordon Date 2006-12-21 Time 09:20 Rev Time 0.20
Received By tgordon Date 2006-12-21 Time 09:20 Sent To B
Notes
2006-12-21 09:21:01NO MECHANICAL PLANS SUBMITTED, AND NO
 MECHANICAL PERMIT NUMBER APPLIED FOR AT
 THIS TIME.
Review Stop P PLUMBING
Rev No 3 Status P Date 2008-01-10 Cont ID  
Sent By mperson Date 2008-01-10 Time 08:21 Rev Time 0.00
Received By mperson Date 2008-01-10 Time 08:21 Sent To PC
Notes
2008-01-10 08:24:38REVISION: NEW UPDATED SHEET ME-1, NO PLUMBING CHANGES.
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-03-30 Cont ID  
Sent By mperson Date 2007-03-30 Time 08:31 Rev Time 0.33
Received By mperson Date 2007-03-30 Time 08:30 Sent To E
Notes
2007-03-30 08:36:55****************PROVISO****************
 PLUMBING PERMIT FOR NEW LAUNDRY PLUMBING ONLY.
 GUEST/CABANA NOT INCLUDED IN THIS PERMIT BECAUSE OF ITS
 (FUTURE) INDICATION ON SHEET ME-1 AND NO SANITARY
 ISOMETRIC RISER DIAGRAMS PROVIDED.
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-12-20 Cont ID  
Sent By mperson Date 2006-12-20 Time 10:24 Rev Time 0.33
Received By mperson Date 2006-12-20 Time 10:24 Sent To M
Notes
2006-12-20 10:42:50DENIED
 REFERENCE: FBC-2004 PLUMBING AND FBC-2004 CHAPTER 1
  
 THE FOLLOWING CORRECTIONS ARE REQUIRED FOR PLUMBING
 PLAN REVIEW TO MEET CODE COMPLIANCE:
  
 1. 106.3.5.4 RESIDENTIAL (ONE AND TWO
 FAMILY) SUBMIT A PLUMBING SANITARY
 ISOMETRIC RISER DIAGRAM INDICATING ALL
 WASTE, VENTS, TRAPS WITH SIZES, AND
 CLEANOUT LOCATIONS.
 NOTE: NEED SANITARY ISOMETRIC OF NEW LAUNDRY PLUMBING
 WITH THE FOLLOWING REQUIREMENTS FOR THE WASHING
 MACHINE.
 (A) 406.3 WASTE CONNECTIONS.THE TRAP AND
 FIXTURE DRAIN FOR AN AUTOMATIC CLOTHES
 WASHER SHALL BE A MINIMUM OF 2 INCHES
 (51MM) IN DIAMETER. THE AUTOMATIC
 CLOTHES WASHER FIXTURE DRAIN SHALL
 CONNECT TO A BRANCH DRAIN OR DRAINAGE
 STACK A MINIMUM OF 3 INCHES (76MM) IN
 DIAMETER.
 (B) 802.4 STANDPIPES.STANDPIPES SHALL BE INDIVIDUALLY
 TRAPPED. STANDPIPES SHALL
 EXTEND A MINIMUM OF 18 INCHES (457MM)
 AND A MAXIMUM OF 42 INCHES (1066MM)
 ABOVE THE TRAP WEIR. ACCESS SHALL BE
 PROVIDED TO ALL STANDPIPES AND DRAINS
 FOR RODDING. PLEASE INDICATE STANDPIPE ON RESUBMITTED
 DRAWINGS.
 (C) 708.9 ACCESS. ACCESS SHALL BE PROVIDED TO ALL
 CLEANOUTS. PLEASE INDICATE THE CLEANOUT FOR THE WASHING
 MACHINE AT FOUR FEET ABOVE FINNISH FLOOR (4' AFF) AND
 KEEP THE CLEANOUT FULL SIZE OF THREE INCH (3") ON THE
 RESUBMITTED DRAWINGS.
  
 END OF COMMENTS:
  
 REVIEW BY MIKE PERSON
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL [email protected]
 UNDER SUPERVISION OF K.STEVENS
 (561) 805-6721
Review Stop Z ZONING
Rev No 3 Status P Date 2007-04-12 Cont ID  
Sent By jroach Date 2007-04-12 Time 16:47 Rev Time 0.00
Received By jroach Date 2007-04-12 Time 16:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2007-03-19 Cont ID  
Sent By jroach Date 2007-03-19 Time 18:16 Rev Time 0.00
Received By jroach Date 2007-03-19 Time 18:16 Sent To I
Notes
2007-03-19 18:20:26***FAILED***
  
 1) TWO (2) COPIES OF A RECENT SURVEY SHOWING THE
 LOCATION OF THE PROPOSED ADDITION AND THE SETBACKS FROM
 THE PROPERTY LINES SHALL BE PROVIDED.
  
 2) THERE SHALL BE A TOTAL SIDE SETBACK OF AT LEAST 15
 FEET....IT APPEARS THAT THIS IS NOT BEING PROVIDED.
  
 3) PLEASE CLARIFY WHAT IS SHOWN ON THE SOUTH SIDE OF
 THE GARAGE IN THE SITE PLAN...THERE SHALL BE A MINIMUM
 SEPARATION OF SIX (6) FEET BETWEEN THE NEW PORCH AND
 THE "OLD GARAGE."
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-12-09 Cont ID  
Sent By mmclean Date 2006-12-09 Time 16:36 Rev Time 0.00
Received By mmclean Date 2006-12-09 Time 16:36 Sent To I
Notes
2006-12-09 16:45:17DENIED,
 1. PLEASE PROVIDE THE DISTANCE OF THE EXISTING GARAGE
 AND THE PROPOSED COVERED PORCH.BUILDING SEPARATION IS
 A MIN OF 6FT SEC 94-304(3).
 2. NEED TO SHOW ACCESS TO THE EXISTING GARAGE.
 3. PLEASE CLARIFY IF THERE IS A COVERED PORCH ATTACHED
 TO THE EXISTING GARAGE.SEE THE CIRCLE AND HIGHLIGHT
 ON ONE SET OF PLAN.
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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