Plan Review Details - Permit 07040482
Plan Review Stops For Permit 07040482
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-07-13 Cont ID  
Sent By rmcdouga Date 2007-07-13 Time 07:43 Rev Time 0.00
Received By rmcdouga Date 2007-07-13 Time 07:43 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-07-09 Cont ID  
Sent By rmcdouga Date 2007-07-09 Time 09:47 Rev Time 0.00
Received By rmcdouga Date 2007-07-09 Time 09:47 Sent To  
Notes
2007-07-09 09:48:56FAILED STATUS WILL BE CHANGED WHEN PAYMENT OF IMPACT
 FEES HAS BEEN VERIFIED. PLANS MUST BE STAMPED BY COUNTY
 AND PAID RECEIPT SUBMITTED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-05-07 Cont ID  
Sent By rmcdouga Date 2007-05-07 Time 13:53 Rev Time 0.00
Received By rmcdouga Date 2007-05-07 Time 13:53 Sent To  
Notes
2007-05-07 15:30:34DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY.THE PLANS MUST BE
 STAMPED AND THE RECEIPT ATTACHED TO THE APPLICATION.
 233-5025
  
 3) THE VALUE OF THE JOB HAS BEEN INCREASED TO
 $79,478.00 BASED ON ICC BUILDING VALUATION DATA.
 ADDITIONAL PERMIT FEES ARE DUE.
  
 4) THE ENGINEER'S INFORMATION IS MISSING FROM THE TITLE
 BLOCK. SEE FAC 61G15-23.002.
  
 5) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY
 CALCULATION FORMS. SEE FBC CHAPTER 13.
  
 6) SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS. SUBMIT A
 SITE PLAN INDICATING THE DISTANCE TO STRUCTURES ON THE
 ADJACENT PROPERTY WHERE THE PROPERTY LINE IS LESS THAN
 SIX FEET FROM THE PROPOSED ADDITION.
 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.
 EXCEPTION : DETACHED GARAGES ACCESSORY TO A DWELLING
 LOCATED WITHIN 2 FEET (610 MM) OF A LOT LINE SHALL BE
 PERMITTED TO HAVE ROOF EAVE PROJECTIONS NOT EXCEEDING 4
 INCHES (102 MM).
 PROJECTIONS EXTENDING INTO THE 6-FOOT (1829 MM)
 SEPARATION DISTANCE SHALL HAVE NOT LESS THAN 1-HOUR
 FIRE-RESISTIVE CONSTRUCTION ON THE UNDERSIDE. THE ABOVE
 PROVISIONS SHALL NOT APPLY TO WALLS WHICH ARE
 PERPENDICULAR TO A LINE EXTENDING FROM THE POINT FROM
 WHICH THE SEPARATION DISTANCE HAS BEEN MEASURED RUNNING
 AND PARALLEL TO THE PROPERTY LINE.
 EXCEPTION: TOOL AND STORAGE SHEDS, PLAYHOUSES AND
 SIMILAR STRUCTURES ARE NOT REQUIRED TO PROVIDE WALL
 PROTECTION BASED ON LOCATION ON THE LOT .
  
 7) SHOW COMPLIANCE WITH R302.2 OPENINGS.
 OPENINGS SHALL NOT BE PERMITTED IN THE EXTERIOR WALL OF
 A DWELLING OR ACCESSORY BUILDING THAT IS SEPARATED FROM
 AN ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6 FEET
 (1828 MM). THIS DISTANCE SHALL BE MEASURED
 PERPENDICULAR TO THE LINE USED TO DETERMINE THE
 SEPARATION DISTANCE.
 EXCEPTIONS:
 1.OPENINGS SHALL BE PERMITTED IN WALLS THAT ARE
 PERPENDICULAR TO A LINE EXTENDING FROM THE POINT FROM
 WHICH THE SEPARATION DISTANCE HAS BEEN MEASURED RUNNING
 AND PARALLEL TO THE PROPERTY LINE.
 2.FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH
 THIS CODE ARE PERMITTED.
  
  
  
 8) PROVIDE AN ELEVATION OF THE RIGHT SIDE OF THE
 STRUCTURE THAT SPECIFIES THE WIND LOAD PRESSURES FOR
 THE WINDOWS.
  
 9) SPECIFY THE WIND LOAD PRESSURES FOR THE DOOR ON THE
 REAR ELEVATION.
  
 10) SHOW COMPLIANCE WITH R905.2.7 UNDERLAYMENT
 APPLICATION.
 FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE),
 UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE
 FOLLOWING MANNER. APPLY A 19-INCH (483 MM) STRIP OF
 UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE
 EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING
 AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF
 UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES
 (483 MM), AND FASTENED SUFFICIENTLY TO HOLD IN PLACE.
 FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT
 SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER.
 UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL
 TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51
 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS
 SHALL BE OFFSET BY 6 FEET (1829 MM).
  
 11) SPECIFY THE WINDOW TYPES AND SIZES IN THE FLORIDA
 ROOM.
  
 12) SAFETEY GLAZING IS REQUIRED IN THE NEW BATH ROOM
 WINDOW. SEE FBC R308.
  
 13) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS .
 IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
 CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED
 TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 )
 AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR
 GREATER.
 THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22
 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE
 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
 LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED
 HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME
 POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3
 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS
 LOCATED IN ATTICS.
  
 14) SPECIFY THE THICKNESS OF THE PLYWOOD THAT SHOWN ON
 THE ROOF FRAMING PLAN ON SHEET 2.
  
 15) ROOF SHEATHING IS REQUIRED TO BE IN ACCORDANCE WITH
 SECTION R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC
 RESIDENTIAL CODE. 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. SPACING OF RING-SHANK FASTENERS
 SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130
 MPH OR GREATER DESIGN WIND SPEEDS IN ACCORDANCE WITH
 FIGURE R803.2.3.1. PLEASE REVISE NOTES ON SHEET 2AND
 SHEET 4.
  
 16) PLEASE CLARIFY WHAT 16 " OH MEANS. SEE ROOF FRAMING
 PLAN ON SHEET 2.
  
 17) ON SHEET 3 PLEASE UPDATE STRUCTURAL NOTE 2C FROM
 ASCE 7-98 TO ASCE 7-02.
  
 18) THE STRUCTURAL NOTES ON SHEET 3 SPECIFY EXPOSURE B
 AND THE DESIGN PARAMETERS SPECIFY EXPOSURE C. PLEASE
 CORRECT. NOTE: THE WINDLOAD PRESSURES FOR THE WINDOWS
 ON THE ELEVATIONS ARE FOR EXPOSURE B.
  
 19) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR DOOR, THE
 TRUSS CONNECTORS AND THE LINTELS.
  
 20)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.
  
 21)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.
  
 22) THE PRODUCT APPROVAL SUBMITTED FOR THE GAF SHINGLES
 HAS BEEN REVISED BY MIAMI-DADE NOA 05-1115.11 WITH FL #
 183-R2. SUBMIT NEW NOA WITH FLORIDA COVERSHEET.
  
 23) SUBMIT AN INSTALLATION SCHEDULE AND KEY PLAN FOR
 THE STORM PANELS. SPECIFY THE MOUNT TYPE, CONNECTION
 TYPE, FASTENERS, FASTENER SPACING, DESIGN PRESSURES,
 ETC.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-06-06 Cont ID  
Sent By btrobaug Date 2007-06-06 Time 11:13 Rev Time 0.33
Received By btrobaug Date 2007-06-06 Time 10:52 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-04-24 Cont ID  
Sent By btrobaug Date 2007-04-24 Time 14:50 Rev Time 2.00
Received By btrobaug Date 2007-04-24 Time 11:59 Sent To M
Notes
2007-04-24 13:44:48 
  
 NONCOMPLIANT
  
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} INDICATE IF THE SERVICE SHOWN ON THE PLAN IS TO BE
 INSTALLED UNDER THIS PERMIT OR IF IT IS EXISTING.
  
 2} THE RISER IS DRAWN AS AN OVERHEAD SERVICE, BUT SAYS
 ITS UNDERGROUND, CORELATE TO INDICATE EXISTING
 CONDITIONS.
  
 3} THE RISER MUST INDICATE CONDUIT AND CONDUCTOR SIZE
 AND TYPE (IF OVERHEAD).
  
 4} PLEASE LOCATE ALL SERVICE EQUIPMENT ON THE PLAN,
 METER ENCLOSURE, DISCONNECTS AND PANELS, SO THAT
 COMPLIANCE WITH ARTICLES 225 AND 230 CAN BE REVIEWED.
  
 5} THE 2005 NEC WAS ADOPTED BY THE FLORIDA LEGISLATURE
 EFFECTIVE 8 DECEMBER 2006. THE APPLICATION FOR THIS
 PROJECT WAS AFTER THAT DATE AND THE PLANS ARE SUBJECT
 TO THAT CODE. PLEASE CHANGE ALL NOTES TO REFLECT THIS
 CHANGE.
  
 6} PROVIDE LOAD CALCULATIONS PER ARTICLE 220 PART III,
 STANDARD OR PART IV OPTIONAL, INDICATE METHOD USED.
  
 7} CIRCUITS 21 AND 22HAVE INCORRECT CONDUCTOR SIZES FOR
 THE OCP. SEE 310.16.
  
 8} NOTE #3 REGARDING KITCHEN SINK GFI'S IS INCORRECT.
 SEE 210.8(A)(6). CORRECT THE NOTE.
  
 9} THE NOTE REGARDING " SMOKE DETECTORS" #4, IS
 INCONSISTENT WITH THE CIRCUITING ON THE PANEL SCHEDULE.
 SEE CIRCUIT #26. CORRECT NOTE. ALSO SEE THE DEFINITION
 OF "SMOKE DETECTORS" 11.8.2.1 NFPA-72, CLARIFY IF USING
 DETECTORS OR ALARMS, TO AVOID CONFUSION IN THE FIELD.
  
 10} NOTE #7 AND THE ARTICLE IT REFERENCES IS NOT IN THE
 2005 NEC. REMOVE OR CORRECT IT..
  
 11} THE EQUIPMENT GROUND BETWEEN THE METER AND
 DISCONNECT ON THE RISER DIAGRAM CREATES A PARALLEL PATH
 TO GROUND WITH THE NEUTRAL AND MUST BE REMOVED. AN
 ISOLATED NEUTRAL AND EQUIPMENT GROUND ARE TO BE RAN
 FROM THE FIRST MEANS OF DISCONNECT. 250.6.
  
 12} THE SHEETS OF THE PLANS ARE NOT NUMBERED FOR
 REFERENCE, NUMBER SAME.106.1.3 FBC.
  
 13} THE HALLWAY ON SHEET? REQUIRES A RECEPTACLE TO
 COMPLY WITH 210.52(H).
  
 14} A RECEPTACLE MUST BE ADDED TO THE "NEW BEDROOM" FOR
 COMPLIANCE WITH 210.52(A)(1).
  
 15} THE NOTES ABOVE THE RISER INDICATING 200 AMP
 BREAKER AND 10000 AIC DO NOT CORRELATE WITH THE NOTES
 ON THE BOTTOM OF THE PANEL SCHEDULE AND RISER DIAGRAM
 INDICATING 150 AMPS, AND NOTE #18INDICATING 22000
 AIC..
  
 16} INDICATE WHAT THE 240 VOLT RECEPTACLE IN THE CLOSET
 IS FOR. THERE IS OBVOUSLY A PIECE OF EQIUIPMENT TO BE
 INSTALLED THERE.
  
 17} A TITLE BLOCK IS REQUIRED FOR THE ENGINEER PER 471
 FS. WITH INFORMATION PER 61G15-23.002(2) FAC.
  
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-09-04 Cont ID  
Sent By adarroug Date 2007-09-04 Time 10:33 Rev Time 0.00
Received By adarroug Date 2007-09-04 Time 10:33 Sent To M
Notes
2007-09-04 10:33:46TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-07-12 Cont ID  
Sent By adarroug Date 2007-07-12 Time 16:35 Rev Time 0.00
Received By adarroug Date 2007-07-12 Time 16:35 Sent To B
Notes
2007-07-12 16:36:08TO "RMCDOUGAL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-05-31 Cont ID  
Sent By adarroug Date 2007-05-31 Time 16:13 Rev Time 0.00
Received By adarroug Date 2007-05-31 Time 16:13 Sent To E
Notes
2007-05-31 16:13:56TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-04-20 Cont ID  
Sent By adarroug Date 2007-04-20 Time 14:27 Rev Time 0.00
Received By adarroug Date 2007-04-20 Time 14:27 Sent To E
Notes
2007-04-20 14:28:09TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-05-07 Cont ID  
Sent By rmcdouga Date 2007-05-07 Time 13:53 Rev Time 0.00
Received By rmcdouga Date 2007-04-16 Time 15:03 Sent To  
Notes
2007-04-16 15:04:49TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-09-10 Cont ID  
Sent By tgordon Date 2007-09-10 Time 10:51 Rev Time 0.20
Received By tgordon Date 2007-09-10 Time 10:51 Sent To  
Notes
2007-09-10 10:52:36REVISION TO MECH. PLAN PAGE M-1.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-06-27 Cont ID  
Sent By tgordon Date 2007-06-27 Time 09:19 Rev Time 0.25
Received By tgordon Date 2007-06-27 Time 09:19 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-04-25 Cont ID  
Sent By tgordon Date 2007-04-25 Time 08:38 Rev Time 0.25
Received By tgordon Date 2007-04-25 Time 08:38 Sent To P
Notes
2007-04-25 08:39:37*** DENIED ***
 1) ENERGY CALCULATIONS NEED TO BE SIGNED BY OWNER/AGENT
 ALSO, PER 2004 FBC 13-600.3.ABC.2.
  
 2) PLEASE SHOW LOCATION OF CLOTHES DRYER VENT ON
 MECHANICAL PLANS, SEE 2004 FBC/R M1501.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-06-26 Cont ID  
Sent By jleech Date 2007-06-26 Time 13:28 Rev Time 0.00
Received By jleech Date 2007-06-26 Time 13:28 Sent To M
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-05-01 Cont ID  
Sent By jleech Date 2007-05-01 Time 14:20 Rev Time 0.00
Received By jleech Date 2007-05-01 Time 14:20 Sent To B
Notes
2007-05-01 14:30:25FAILED;
 1.AUTOMATIC CLOTHES WASHER SHALL NOT RUN THREW THE
 BATHROOM GROUP. SEE FBC-2004 PLUMBING SECTION 909.1.
 SEE ONE SET OF PLANS MARKED IN RED.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 1 Status P Date 2007-04-18 Cont ID  
Sent By adavila Date 2007-04-18 Time 17:45 Rev Time 0.00
Received By adavila Date 2007-04-17 Time 17:25 Sent To I
Notes
2007-04-18 17:45:19PER ERIC SCHNEIDER, PRINCIPAL PLANNER.


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