Plan Review Details - Permit 07020398
Plan Review Stops For Permit 07020398
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By rmcdouga Date 2008-02-15 Time 11:17 Sent To  
Notes
2008-02-15 11:31:36SUBMITTED 2 COPIES OF FINAL SURVEY AND ELEVATION
 CERTIFICATE. ONE SET RETUNED TO CONTRACOR AND THE OTHER
 WAS ROUTED TO C. JORDAN (BUILDING INSPECTOR).
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2008-01-02 Cont ID  
Sent By rmcdouga Date 2008-01-02 Time 14:25 Rev Time 0.00
Received By rmcdouga Date 2008-01-02 Time 13:45 Sent To  
Notes
2008-01-02 14:25:02SUBMITTAL OF REVISED WALL SECTIONS HAVE BEEN REVIEWED
 FOR CODE COMPLIANCE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-12-18 Cont ID  
Sent By rmcdouga Date 2007-12-18 Time 07:51 Rev Time 0.00
Received By rmcdouga Date 2007-12-18 Time 07:14 Sent To  
Notes
2007-12-18 07:40:07BUILDING PROVISO
 REVISION TO USE ICYNENE SPRAY FOAM INSULATION INSTEAD
 OF BATTS IN THE HOUSE AND ROOM ABOVE THE GARAGE
  
 1) SUBMIT REVISED SIGNED AND SEALEDWALL SECTIONS OF
 THE TWO STORY HOUSE AND GARAGE/LOFT SHOWING THE ICYNENE
 INSULATION INSTEAD OF THE BATTS AND SPECIFING THE
 R-VALUE. SEE FBC 106.1.1* CITY AMENDMENTS.
  
 2) SUBMIT REVISED SIGNED AND SEALED LETTER FROM THE
 ENGINEER WITH THE CORRECT R-VALUE OF THE BATT
 INSULATION THAT IS BEING REPLACED (R-30).
  
 3) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ICYNENE
 SPRAY FOAM INSULATION. SEE FBC 106.1.2* CITY
 AMENDMENTS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-09-17 Cont ID  
Sent By rmcdouga Date 2007-09-17 Time 10:03 Rev Time 0.00
Received By rmcdouga Date 2007-09-17 Time 10:03 Sent To  
Notes
2007-09-17 10:06:03REVISED ROOFING MATERIAL TO 5V METAL ROOF.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-09-04 Cont ID  
Sent By rmcdouga Date 2007-09-04 Time 16:52 Rev Time 0.00
Received By rmcdouga Date 2007-09-04 Time 16:52 Sent To  
Notes
2007-09-04 17:06:55REVISION TO CHANGE ROOFING MATERIAL TO 5V METAL PANEL
  
 DENIED BY BUILDING
  
 1)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.
  
 2) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS. ONE TO
 BE KEPT ON FILE WITH THE CITY AND THE OTHER TO BE
 RETURNED TO THE CONTRACTOR FOR THE FIELD INSPECTOR TO
 REFERENCE.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-05-31 Cont ID  
Sent By rmcdouga Date 2007-05-31 Time 10:36 Rev Time 0.00
Received By rmcdouga Date 2007-05-31 Time 09:36 Sent To  
Notes
2007-05-31 10:36:02BUILDING PROVISO
  
 1) THE ENGINEERING FOR THE BUTT GLAZING IS TO BE
 SUBMITTED UNDER A SEPARATE PERMIT WITH ADDITIONAL
 FEES.
  
 2) THE PROJECT IS LOCATED IN AN "A5" FLOOD ZONE AN
 ELEVATION CERTIFICATE WILL BE REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-04-30 Cont ID  
Sent By rmcdouga Date 2007-04-30 Time 09:50 Rev Time 0.00
Received By rmcdouga Date 2007-04-27 Time 07:02 Sent To  
Notes
2007-04-30 10:21:07DENIED BY BUILDING
  
 1) THE NOTICE OF COMMENCEMENT THAT WAS SUBMITTED IS
 EXPIRED AND WILL NEED TO BE RERECORDED. WORK MUST
 COMMENCE WITHIN 90 DAYS OF THE DATE THE NOC IS
 RECORDED. SEE FS 713.
  
 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) SUBMIT PRODUCT APPROVALS FOR THE SINGLE HUNG WINDOW
 IN THE NEW WALL OF EXISTING BATHROOM #2 SPECIFIED ON
 THE FLOOR PLAN ON 3.1. THE ELEVATION ON 5.1 SHOWS A
 CASEMENT WINDOW AT THIS LOCATION.
  
 4) PROVIDE DETAILS OF THE CORNER FIXED GLASS WINDOWS AT
 THE FAMILY ROOM AND MASTER BEDROOM. SPECIFY THE GLASS
 SIZES AND HOW THEY ARE CONNECTED IN THE CORNERS.
 PROVIDE PRODUCT APPROVALS FOR THE ASSEMBLY. IF THESE
 ARE BUTT GLASS WINDOWS SITE SPECIFIC ENGINEERING WILL
 BE REQUIRED. IF NOT SUBMIT PRODUCT APPROVALS.
  
 5) THE SPIRAL STAIRS SERVING AS THE MEANS OF EGRESS
 FROM THE ROOM ABOVE THE GARAGE IS REQUIRED TO COMPLY
 WITH R311.5.8.1 SPIRAL STAIRWAYS. SHOW COMPLIANCE.
 SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM
 WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD
 HAVING A 7-1/2 INCHES (190 MM) MINIMUM TREAD DEPTH AT
 12 INCHES FROM THE NARROWER EDGE. ALL TREADS SHALL BE
 IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9-1/2
 INCHES (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 INCHES
 (1982 MM) SHALL BE PROVIDED. REVISE DETAIL ON 3.1 TO
 SPECIFY 7-1/2 " TREAD WIDTH AT 12 ". SHOP DRAWINGS WILL
 BE REQUIRED TO BE SUBMITTED FOR APPROVAL BEFORE
 INSTALLATION.
  
 6) SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED. THE
 GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS
 ATTIC AREA BY NOT LESS THAN 1/2 -INCH (12.7 MM) GYPSUM
 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
 HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE
 ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH (15.9 MM) TYPE
 X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A
 FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
 SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2
 -INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. SPECIFY
 TYPE X GYPSUM BOARD AT THE GARAGE CEILING ON SECTION 1
 ON 5.1.
  
 7) THE CONNECTOR SCHEDULE ON 5.1 SPECIFIES TITEN SCREWS
 FOR NUMBER 4 , THE SIMPSON HGT-2 CONNECTOR. THE SIMPSON
 CATALOG REQUIRES THIS CONNECTOR TO BE ATTACHED TO THE
 CONCRETE BEAM WITH WITH TWO 3/4" DIA. THREADED ROD
 EPOXIED INTO BEAM WITH MINIMUM 12" EMBEDMENT.
  
 PLEASE SUBMIT A RESPONSE LETTER STATING HOW THESE
 COMMENTS HAVE BEEN ADDRESSED.
  
 NOTE: ADDITIONAL COMMENTS MAY RESULT FROM THE RESPONSES
 TO THESE COMMENTS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-04-02 Cont ID  
Sent By rmcdouga Date 2007-04-02 Time 08:57 Rev Time 0.00
Received By rmcdouga Date 2007-04-02 Time 08:57 Sent To  
Notes
2007-04-02 11:38:01DENIED 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) STRUCTURE IS LOCATED LESS THAN 6 FEET TO PROPERTY
 LINE. INDICATE THE DISTANCE TO STRUCTURES ON ADJACENT
 LOTS.
 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.
 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.
  
 4) 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.
  
 5) 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.
  
 6) ON SHEET 2.1 SPECIFY THE THICKNESS FOR THE 24" WIDE
 SPREAD FOOTING F4. ALSO THERE IS A TYPO OF A 0 AFTER
 THE 3. PLEASE CORRECT.
  
 7) ON SHEET 2.1 SPECIFY THE DIMENSIONS OF THE STAIR
 FOOTING F8.
  
 8) PROVIDE DETAILS OF THE CORNER FIXED GLASS WINDOWS AT
 THE FAMILY ROOM AND MASTERBEDROOM. SPECIFY THE GLASS
 SIZES AND HOW THEY ARE CONNECTED IN THE CORNERS.
 PROVIDE PRODUCT APPROVALS FOR THE ASSEMBLY.
  
 9) ONE OF THE BATHROOMS ON THE FIRST FLOOR IS REQUIRED
 TO HAVE A 29" CLEAR OPENING. SEE FBC CHAPTER 11.
  
 10) THIS IS A LEVEL 3 ALTERATION. PLEASE CORRECT THE
 INFORMATION SPECIFIED UNDER PROJECT DATA ON SHEET 3.1.
  
 11) SAFETY GLAZING IS REQUIRED IN THE MASTER BATH ROOM
 AND OTHER TWO UPSTAIRS BATHROOMS PER FBC R308.3. IMPACT
 RATED GLAZING IS ACCEPTABLE IN THESE LOCATIONS.
  
 12) THE CASEMENT WINDOW IN UPSTAIRS BEDROOM #2 IS
 REQUIRED TO COMPLY WITH R310.1 FOR EMERGENCY ESCAPE AND
 RESCUE OPENINGS.
  
 13) THE SPIRAL STAIRS SERVING AS THE MEANS OF EGRESS
 FROM THE ROOM ABOVE THE GARAGE IS REQUIRED TO COMPLY
 WITH R311.5.8.1 SPIRAL STAIRWAYS. SHOW COMPLIANCE.
 SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED TH E MINIMUM
 WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD
 HAVING A 7?-INCHES (190 MM) MINIMUM TREAD DEPTH AT 12
 INCHES FROM THE NARROWER EDGE. ALL TREADS SHALL BE
 IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9? INCHES
 (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 INCHES (1982
 MM) SHALL BE PROVIDED.
  
 14) SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED.
 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND
 ITS ATTIC AREA BY NOT LESS THAN ? -INCH (12.7 MM)
 GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
 HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH
 (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE
 SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE
 SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY
 NOT LESS THAN ?-INCH (12.7 MM) GYPSUM BOARD OR
 EQUIVALENT.
  
 15) THE EXIT DOOR FROM THE ROOM ABOVE THE GARAGE IS
 REQUIRED TO COMPLY WITH R311.4.1 EXIT DOOR REQUIRED.
 NOT LESS THAN ONE EXIT DOOR CONFORMING TO THIS SECTION
 SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE REQUIRED
 EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM THE
 HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR
 WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. ACCESS TO
 HABITABLE LEVELS NOT HAVING AN EXIT IN ACCORDANCE WITH
 THIS SECTION SHALL BE BY A RAMP IN ACCORDANCE WITH
 SECTION R311.6 OR A STAIRWAY IN ACCORDANCE WITH SECTION
 R311.5 .
 R311.4.2 DOOR TYPE AND SIZE.
 THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR NOT
 LESS THAN 3 FEET (914 MM) IN WIDTH AND 6 FEET 8 INCHES
 (2032 MM) IN HEIGHT. OTHER DOORS SHALL NOT BE REQUIRED
 TO COMPLY WITH THESE MINIMUM DIMENSIONS.
  
 16) INDICATE HOW THE GARAGE/RECREATION ROOM STRUCTURE
 COMPLIES 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.
  
 17) SHOW COMPLIANCE WITH R502.1.2 * DRAFTSTOPPING
 REQUIRED. WHEN THERE IS USABLE SPACE BOTH ABOVE AND
 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY,
 DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE
 CONCEALED SPACE DOES NOT EXCEED 100 SQUARE FEET.
 DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO
 APPROXIMATELY EQUAL AREAS.
 R502.1.2.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT
 BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL
 PANELS, 3/8" TYPE 2-M-W PARTICLEBOARD OR OTHER APPROVED
 MATERIALS ADEQUATELY SUPPORTED.
  
 18) SECTION 1 ON 6.1 SHOWS A 1-1/2" WATERSTOP AT THE
 STEM WALL FOUNDATION. PLEASE CORRECT.
  
 19) SPECIFY THE FIREBLOCKING REQUIRED FOR THE CONCEALED
 SPACES BETWEEN THE STAIR STRINGERS AT THE TOP AND
 BOTTOM OF THE RUN PER R 602.1.1.2*.
  
 20) THE WALL AND CEILING INSULATION R VALUES SPECIFIED
 IN SECTION 1 ON 6.1 OF THE PLANS DO NOT MATCH THE
 ENERGY CALCULATION FORM. PLEASE CORRECT.
  
 21) THE ENERGY CALCS. SPECIFY R19 FOR THE BLOCK WALLS
 AND THE PLANS HAVE R4.2. PLEASE CORRECT.
  
 22) PROVIDE A WALL SECTION FOR THE GARAGE/REC. ROOM
 STRUCTURE.
  
 23)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. 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 .
  
 INDICATE LOCATIONS SIZES ETC. FOR GARAGE ROOF SCUPPERS
 AND OVERFLOWS.
  
 24)SHOW COMPLIANCE WITH R320.7* PROTECTION AGAINST
 TERMITES AND DECAY. CONDENSATE LINES AND ROOF
 DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT AWAY FROM
 THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING,
 TAIL EXTENSIONS OR SPLASH BLOCKS. GUTTERS WITH DOWN
 SPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS
 THAN 6 INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE
 END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
  
 25)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 DESIGNWIND SPEEDS IN ACCORDANCE WITH
 FIGURE R803.2.3.1. PLEASE REVISE ROOF SHEATHING NAILING
 SCHEDULE ON 4.1 AND NOTES ON SECTION 1 ON 6.1.
  
 26) THE TRUSS LAYOUTS ARE REQUIRED TO BE APPROVED IN
 WRITING BY THE DESIGNER OF RECORD FOR THE STRUCTURE.
  
 27) THE ROOF TRUSS DRAWINGS DIFFER FROM THE ROOF
 FRAMING PLAN ON 4.1 FOR THE AREA ABOVE BED ROOM #2.
  
 28)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.
  
 29) THE WRONG TEST REPORT WAS SUBMITTED FOR THE AMARR
 GARAGE DOORS. THE DESIGN PRESSURES DO NOT MATCH THE
 INSTALLATION DRAWINGS THAT WERE SUBMITTED. SEE FL# 7153
 ON THE STATE WEBSITE.
  
 30) SUBMIT PRODUCT APPROVALS FOR SINGLE AND DOUBLE
 FRENCH DOORS WITHOUT SIDELITES.
  
 31) SUBMIT PRODUCT APPROVALS FOR THE SOLID CORE SIDE
 SWING DOOR AT THE GARAGE.
  
 IN ORDER TO EXPEDITE PLAN REVIEW. PLEASE SUBMIT A
 RESPONSE LETTER STATING HOW THESE COMMENTS HAVE BEEN
 ADDRESSED.
  
 NOTE: ADDITIONAL COMMENTS MAY RESULT FROM THE RESPONSES
 TO THESE COMMENTS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-05-11 Cont ID  
Sent By btrobaug Date 2007-05-11 Time 07:35 Rev Time 0.50
Received By btrobaug Date 2007-05-11 Time 06:56 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-04-20 Cont ID  
Sent By btrobaug Date 2007-04-20 Time 09:27 Rev Time 0.50
Received By btrobaug Date 2007-04-20 Time 07:27 Sent To M
Notes
2007-04-20 09:26:18 
  
 DENIED
  
 THE PERSON TAKING RESPONSIBILITY FOR THE DESIGN MUST
 PRINT AND SIGN THEIR NAME TO SAME PER 106.3.4.3. FBC.
 IF AN ARCHITECT OR ENGINEER, COMPLY WITH 418 AND 417
 FS, RESPECTIVELY. THE CONTRACTOR OF RECORD MAY BE THE
 DESIGN PROFESSIONAL IF EXEMPTIONS UNDER THOSE STATUTES
 ARE APPLICABLE.
  
 THERE IS A SYMBOL FOR A DUPLEX GFI IN THE LEGEND, BUT
 NONE ARE SHOWN ON THE PLAN. INDICATE REQUIRED GFI
 LOCATIONS ON THE PLAN. NOTE #7 IN ITSELF DOES NOT MEET
 THE REQUIREMENT TO SHOW INTENT ON THE PLAN. FBC 106.1.1
 AS AMMENDED.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-02-28 Cont ID  
Sent By btrobaug Date 2007-02-28 Time 14:24 Rev Time 1.50
Received By btrobaug Date 2007-02-28 Time 12:43 Sent To M
Notes
2007-02-28 14:10:08 
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED
 FROM THE FIRST MEANS OF DISCONNECT TO THE PANEL PER
 250.118, SIZED PER 250.122.
  
 2} INDICATE THE SIZE OF THE OVERCURRENT DEVICE IN THE
 MAIN DISCONNECT. 215.5.
  
 3} THE RECIRCULAING PUMP AND MICROWAVE IN THE LOAD
 CALCULATION ARE NOT LISTED ON THE PANEL SCHEDULE.
 PLEASE CORRELATE.
  
 4} THE IRRIGATION PUMP ON THE PANEL SCHEDULE IS NOT IN
 THE LOAD CALCULATION, PLEASE CORRELATE.
  
 5} ALL BATH CIRCUITS ARE REQUIRED TO HAVE A 20 AMP
 RECEPTACLE PER 210.11(C) (3), ONLY BATH #2 IS LISTED ON
 THE SCHEDULE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 16 Status N Date 2008-02-13 Cont ID  
Sent By adarroug Date 2008-02-13 Time 15:49 Rev Time 0.00
Received By adarroug Date 2008-02-13 Time 15:49 Sent To Z
Notes
2008-02-13 15:50:16TO "Z" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 15 Status N Date 2007-12-27 Cont ID  
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Notes
2007-12-27 16:28:11TO ROBERT MCDOUGALS DESK
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Rev No 14 Status N Date 2007-12-14 Cont ID  
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2007-12-14 15:59:05TO "M" BOX/SUBMITTAL
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Rev No 13 Status N Date 2007-11-09 Cont ID  
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2007-11-09 08:35:15TO "M" BOX/REV
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Rev No 12 Status N Date 2007-11-05 Cont ID  
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2007-11-05 08:43:48TO "M" BOX/REV
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Rev No 11 Status N Date 2007-10-26 Cont ID  
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Notes
2007-10-26 09:43:39TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2007-10-18 Cont ID  
Sent By adarroug Date 2007-10-18 Time 09:06 Rev Time 0.00
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Notes
2007-10-18 09:06:15TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2007-09-14 Cont ID  
Sent By adarroug Date 2007-09-14 Time 15:38 Rev Time 0.00
Received By adarroug Date 2007-09-14 Time 15:38 Sent To B
Notes
2007-09-14 15:39:07TO "RMDOUGAL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2007-09-04 Cont ID  
Sent By adarroug Date 2007-09-04 Time 10:26 Rev Time 0.00
Received By adarroug Date 2007-09-04 Time 10:26 Sent To B
Notes
2007-09-04 10:26:33TO "RMCDOUGAL" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-06-20 Cont ID  
Sent By adarroug Date 2007-06-20 Time 13:30 Rev Time 0.00
Received By adarroug Date 2007-06-20 Time 13:30 Sent To B
Notes
2007-06-20 13:31:07TO "RMCDOUGAL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-05-10 Cont ID  
Sent By adarroug Date 2007-05-10 Time 16:01 Rev Time 0.00
Received By adarroug Date 2007-05-10 Time 16:01 Sent To B
Notes
2007-05-10 16:02:19TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-05-04 Cont ID  
Sent By adarroug Date 2007-05-04 Time 14:24 Rev Time 0.00
Received By adarroug Date 2007-05-04 Time 14:24 Sent To Z
Notes
2007-05-04 14:24:56TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-04-17 Cont ID  
Sent By adarroug Date 2007-04-17 Time 10:21 Rev Time 0.00
Received By adarroug Date 2007-04-17 Time 10:21 Sent To E
Notes
2007-04-17 10:21:54TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-04-11 Cont ID  
Sent By adarroug Date 2007-04-11 Time 16:00 Rev Time 0.00
Received By adarroug Date 2007-04-11 Time 16:00 Sent To Z
Notes
2007-04-11 16:00:41TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-02-27 Cont ID  
Sent By adarroug Date 2007-02-27 Time 17:57 Rev Time 0.00
Received By adarroug Date 2007-02-27 Time 17:57 Sent To E
Notes
2007-02-27 17:57:28TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-04-02 Cont ID  
Sent By rmcdouga Date 2007-04-02 Time 08:58 Rev Time 0.00
Received By rmcdouga Date 2007-02-20 Time 10:09 Sent To  
Notes
2007-02-20 10:09:41TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 8 Status P Date 2007-12-17 Cont ID  
Sent By tgordon Date 2007-12-17 Time 09:40 Rev Time 0.25
Received By tgordon Date 2007-12-17 Time 09:40 Sent To B
Notes
2007-12-17 09:41:17REVISION TO ENERGY CAL'S.
Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2007-11-13 Cont ID  
Sent By tgordon Date 2007-11-13 Time 14:00 Rev Time 0.30
Received By tgordon Date 2007-11-13 Time 14:00 Sent To  
Notes
2007-11-13 14:00:54REVISION TO MECH. PLANS PAGE 7.1.
Review Stop M MECHANICAL (A/C)
Rev No 6 Status F Date 2007-11-06 Cont ID  
Sent By tgordon Date 2007-11-06 Time 11:16 Rev Time 0.40
Received By tgordon Date 2007-11-06 Time 11:16 Sent To  
Notes
2007-11-06 11:57:17PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
 REFERENCED CODES WITH 05, 06 REVISIONS, CITY OF WEST
 PALM BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
 ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
 (F.S.).
  
 MECHANICAL REVISION
 *** DENIED ***
 FROM REVIEW DONE ON 10-30-07. 1) REVISED COOLING LOAD
 CALCULATIONS FOR A/C SYSTEM #3 IS CALLING FOR 17,439
 TOTAL BTU'S. REVISED MECHANICAL PLANS FOR A/C SYSTEM #3
 ARE CALLING FOR 23,400 TOTAL BTU'S. THE PLANS CAN ONLY
 CALL FOR 15% MORE TOTAL BTU'S. THAN THE COOLING LOAD
 CAL'S. SEE FBC 13-607.1.ABC.1.1. PLEASE CORRECT PLANS
  
 *** YOUR RESPONSE TO COMENT WAS TO CHANGE THE TOTAL
 BTU'S ON THE PLAN TO 17,800. THE SYSTEM IS STILL A TWO
 TON SYSTEM AND STILL HAS 23,400 TOTAL BTU'S IF UNCERTIN
 SEE THE INFORMATION FOR SYSTEM #1 AND #2 WHICH ARE THE
 SAME SYSTEM AS #3. ALL THAT HAS BEEN DONE IS THE
 INFORMATION ON THE PLAN HAS BEEN CHANGED SO THAT THE
 BTU'S DO NOT CORRALATE WITH THE MANUFACTURE'S SPEC'S..
 ONE POSSIBLE CORRECT ACTION MAY HAVE BEEN TO CHANGE THE
 SYSTEM TO A 1.5 TON. SEE ATTACHED ARI PRINT-OUT FOR 1.5
 AND 2 TON SYSTEMS.
  
 *** BE ADVISED A COPY OF THE PLAN HAS BEEN RETAINED FOR
 OUR RECORDS.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 5 Status F Date 2007-10-30 Cont ID  
Sent By tgordon Date 2007-10-30 Time 15:36 Rev Time 0.35
Received By tgordon Date 2007-10-30 Time 15:36 Sent To  
Notes
2007-10-30 15:42:58PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
 REFERENCED CODES WITH 05, 06 REVISIONS, CITY OF WEST
 PALM BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
 ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
 (F.S.).
  
 MECHANICAL REVISION
 *** DENIED ***
 1) REVISED COOLING LOAD CALCULATIONS FOR A/C SYSTEM #3
 IS CALLING FOR 17,439 TOTAL BTU'S. REVISED MECHANICAL
 PLANS FOR A/C SYSTEM 3# ARE CALLING FOR 23,400 TOTAL
 BTU'S. THE PLANS CAN ONLY CALL FOR 15% MORE TOTAL
 BTU'S. THAN THE COOLING LOAD CAL'S. SEE FBC
 13-607.1.ABC.1.1. PLEASE CORRECT PLANS
  
 2) PLEASE SHOW ON PLAN A/C SYSTEM MANUFACTURER,S NAME
 (CARRIER).
  
 3) RETURN AIR DUCT FROM AHU #1 TO RETURN AIR GRILL IN
 HALLWAY NEEDS TO BE SIZED, SEE WPB AMEND. 106.3.5.4
 (10).
  
 4) ALL THE SUPPLY AIR DUCTS FROM AHU #3 IN REC. ROOM
 NEED TO BE SIZED.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2007-10-23 Cont ID  
Sent By tgordon Date 2007-10-23 Time 10:28 Rev Time 0.40
Received By tgordon Date 2007-10-23 Time 10:28 Sent To  
Notes
2007-10-23 10:38:27PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
 REFERENCED CODES WITH 05, 06 REVISIONS, CITY OF WEST
 PALM BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
 ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
 (F.S.).
  
 MECHANICAL REVISION
 *** DENIED ***
 1) PLANS NEED TO BE SEALED BY THE ENGINEER ON RECORD
 (GORDON BUCK), SEE FAC 61G15-23.002.
  
 2) NEED TO SUBMIT TWO COPIES OF THE ENERGY CAL'S. AND
 COOLING LOAD CAL'S. (AS ONLY ONE COPY WAS SUBMITTED).
  
 3) ENERGY CALCULATIONS NEED TO BE SIGNED BY OWNER/AGENT
 ALSO, PER 2004 FBC 13-600.3.ABC.2.
  
 4) SEE YELLOW HIGH LIGHT ON REVISED PLAN SHOWING SUPPLY
 AIR GRILLS THAT NEED TO BE SIZED AND SHOW CFM'S., SEE
 W.P.B AMEND. 106.3.5.4 (10).
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-05-11 Cont ID  
Sent By tgordon Date 2007-05-11 Time 15:22 Rev Time 0.15
Received By tgordon Date 2007-05-11 Time 15:22 Sent To B
Notes
2007-05-11 15:24:11RE-SUB STILL HAS APPROVED STAMPED MECHANICAL PLANS IN
 SET.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-04-20 Cont ID  
Sent By tgordon Date 2007-04-20 Time 13:49 Rev Time 0.30
Received By tgordon Date 2007-04-20 Time 13:49 Sent To P
Notes
2007-04-20 13:59:16*** PROVISO ***
 1) DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS
 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE
 SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET
 STEEL OR OTHER APPROVED
 MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
 PER 2004 FBC/R 309.1.1 .
  
 2) 2004 FBC/R M1305.1.3 APPLIANCES IN ATTICS.
 ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE
 PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY
 LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE.
 THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762
 MM) HIGH AND 22 INCHES (559 MM) WIDE AND NOT MORE THAN
 6 FEET (1829 MM) IN LENGTH MEASURED ALONG THE
 CENTERLINE OF THE PASSAGEWAY FROM THE ATTIC ACCESS
 OPENING TO THE APPLIANCE?S SERVICE PANEL. THE
 PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT
 LESS THAN 24 INCHES (610 MM) WIDE. A LEVEL SERVICE
 SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30
 INCHES (762 MM) WIDE SHALL BE PRESENT AT THE FRONT OR
 SERVICE SIDE OF THE APPLIANCE. THE CLEAR ACCESS OPENING
 DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES
 (508 MM BY 762 MM), WHERE SUCH DIMENSIONS ARE LARGE
 ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE.
 EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE
 NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING
 SERVICED AND REMOVED THROUGH THE REQUIRED OPENING.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-03-01 Cont ID  
Sent By tgordon Date 2007-03-01 Time 08:04 Rev Time 0.35
Received By tgordon Date 2007-03-01 Time 08:04 Sent To P
Notes
2007-03-01 08:18:51*** DENIED ***
 1) ENERGY CALCULATIONS NEED TO BE SIGNED BY OWNER/AGENT
 ALSO, PER 2004 FBC 13-600.3.ABC.2.
  
 2) ENERGY CALCULATIONS ARE CALLING FOR ONE 13.30 SEER
 AND TWO 15.80 SEER A/C SYSTEMS, MANUAL J CALCULATIONS
 ARE CALLING FOR ONE 14 SEER AND TWO 13 SEER A/C
 SYSTEMS. THE TWO MUST COINCIDE, PLEASE CORRECT.
  
 3) PLEASE SHOW AN A/C EQUIPMENT LISTING ON THE
 MECHANICAL PLANS.
  
 4) PLEASE SHOW THE LOCATION OF THE WATER HEATERS ON THE
 PLANS.
  
 5) THE 9" RETURN AIR TRANSFER DUCT TO THE MASTER SUITE
 NEEDS TO BE 14". SEE 2004 FBC/R M1602.4 (A) AND (C)
 EXCEPT, PLEASE CORRECT.
  
 ** 2004 FBC/R M1602.4. BALANCED RETURN AIR MAY BE
 ACHIEVED BY.
 (A)TRANSFER DUCTS MAY ACHIEVE THIS BY
 INCREASING THE RETURN TRANSFER ONE AND
 ONE HALF TIMES THE CROSS SECTIONAL AREA
 (SQUARE INCHES) OF THE SUPPLY DUCT
 ENTERING THE ROOM OR SPACE IT'S SERVING
 AND THE DOOR HAVING AT LEAST AN
 UNRESTRICTED 1 INCHUNDERCUT TO ACHIEVE
 PROPER RETURN AIR BALANCE.
 (C)HABITABLE ROOMS ONLY SHALL BE
 REQUIRED TO MEET THESE REQUIREMENTS FOR
 PROPER BALANCED RETURN AIR EXCLUDING
 BATHROOMS, CLOSETS, STORAGE ROOMS AND
 LAUNDRY ROOMS, EXCEPT THAT ALL SUPPLY
 AIR INTO THE MASTER SUITE SHALL BE
 INCLUDED.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-05-11 Cont ID  
Sent By mperson Date 2007-05-11 Time 14:37 Rev Time 0.33
Received By mperson Date 2007-05-11 Time 14:37 Sent To M
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2007-04-26 Cont ID  
Sent By mperson Date 2007-04-26 Time 08:30 Rev Time 0.45
Received By mperson Date 2007-04-26 Time 08:30 Sent To B
Notes
2007-04-26 08:48:37DENIED 2ND TIME
 REFERENCE:
 ** FBC-2004 PLUMBING.
 ** FBC-2004 CHAPTER 1, THE CITY OF
 WEST PALM BEACH AMENDMENTS.
  
 ** PLEASE SEE SOME NOTES FROM PREVIOUS REVIEW ARE STILL
 IN NEED OF ADDRESSING ALONG WITH SOME NEW COMMENTS,
 SOME BASED ON PLANS NOW SUBMITTED, NEW DOCUMENTS BEING
 REVIEWED FOR THE FIRST TIME AND SOME NEW COMMENTS NOT
 MADE ON PREVIOUS REVIEWS.
  
 ** PLEASE SEE THE NOTES BELOW ARE TAKEN DIRECTLY FROM
 PREVIOUS REVIEW WITH A NO, OK OR A NO/OK.
 THESE WILL BE FOR THE EXACT NUMERICAL NOTATION OF THE
 PREVIOUS REVIEW NOTES.
  
 A NO IS IF THE COMMENT WAS NOT FULLY ADDRESSED AND/OR
 FURTHER EXPLANATION OR CHANGES IN PLANS OR DOCUMENTS
 ARE STILL NEEDED. THIS REVIEWER WILL TRY TO BETTER
 EXPLAIN NOTE ABOVE PREVIOUS REVIEW COMMENT.
  
 AN OK WILL BE LABELED AS SUCH ON THE SAME NUMERICAL
 COMMENT AND WILL HAVE OLD NOTE REMOVED FROM COMMENTS.
  
 A NO/OK MEANS PART OF THE COMMENT MAY HAVE BEEN
 ADDRESSED, HOWEVER NOT ALL OF THE PREVIOUS REVIEW
 COMMENT MAY HAVE BEEN FULLY ADDRESSED.
  
 ** PLEASE SEE ANY NEW NOTES WILL BE ADDED TO THE END OF
 THE PREVIOUS REVIEW COMMENTS AND NOTED AS SUCH.
  
 1. **NO/OK** SHEET 6.2 ISOMETRIC SANITARY RISER
 DIAGRAM: PLEASE INDICATE THE WATER CLOSET PIPING FOR
 THE 2ND FLOOR MASTER BATH ON THE RESUBMITTAL.
 NOTE: THE WATER CLOSET INDICATED ON THE RESUBMITTAL IS
 NOT CODE COMPLIANT, PER FBC-2004 PLUMBING, SECTION
 905.3 HORIZONTAL DRY VENTS ARE NOT ALLOWED. PLEASE
 CORRECT AND RESUBMIT.
  
 2. **OK**
  
 ********IMPORTANT INFORMATION********
 IN ORDER TO EXPIDITE PLAN REVIEW: WHEN RESUBMITTING,
 PLEASE REPLACE ONLY SHEETS
 WHICH HAVE CHANGED, PLEASE INCLUDE A
 TRANSMITTAL LETTER INDICATING HOW EACH
 ITEM WAS ADDRESSED AND PROVIDE ONE COPY
 OF ALL OLD/VOIDED SHEETS FOR REFERENCE
 ONLY.
 NOTE: ONLY ONE CORRECTED DRAWING
 IN RED INK FOR REFERENCE FOR
 RESUBMITTAL.
  
 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 P PLUMBING
Rev No 1 Status F Date 2007-03-09 Cont ID  
Sent By mperson Date 2007-03-09 Time 13:01 Rev Time 0.45
Received By mperson Date 2007-03-09 Time 13:01 Sent To B
Notes
2007-03-09 13:13:43DENIED
 REFERENCE: FBC-2004 PLUMBING; FBC-2004 CHAPTER 1, THE
 CITY OF WEST PALM BEACH AMENDMENTS;
  
 THE FOLLOWING CORRECTION IS REQUIRED FOR PLUMBING PLAN
 REVIEW TO MEET CODE COMPLIANCE:
  
 1. FBC-2004 CHAPTER 1, SECTION 106.1.1 INFORMATION ON
 CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL
 BE OF SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE
 AND RELAVENT LAWS, ORDINANCES, RULES AND REGULATIONS,
 AS DETERMINED BY THE
 BUILDING OFFICIAL.
 NOTE: SHEET 6.2 ISOMETRIC SANITARY RISER DIAGRAM:
 PLEASE INDICATE THE WATER CLOSET PIPING FOR THE 2ND
 FLOOR MASTER BATH ON THE RESUBMITTAL.
  
 2. SHEET 5.2 INDICATES A PARAPHET WALL AND DOWN
 SPOUTS:
 PLEASE PROVIDE A ROOF PLAN THAT INDICATES HOW THE ROOF
 WILL BE PITCHED TO PROPERLY DRAIN, AND INDICATE THE
 FOLLOWING INFORMATION PER THE FOLLOWING CODE
 REFERENCES.
 A} DETAIL OF ROOF INDICATING SQUARE FOOTAGE OF ROOF
 AND VERTICAL WALLS (PARAPHET) DRAINING TO DOWNSPOUTS
 AND SCUPPERS TO VERIFY COMPLIANCE WITH FBC-2004
 PLUMBING, SECTION 1106.
 B} VERTICAL CONDUCTORS AND LEADERS, PER FBC-2004
 PLUMBING, SECTION 1106.2
 C} VERTICAL WALLS, PER FBC-2004 PLUMBING, SECTION
 1106.4
 D} SCUPPERS, (PROVIDE DETAIL PER FBC-2004 BUILDING,
 SECTIONS 1503.4.2 AND 1503.4.3) SIZE PER FBC-2004
 PLUMBING, TABLE 1106.7.
 E} SECONDARY (EMERGENCY) ROOF DRAINS, PER FBC-2004
 PLUMBING, SECTION 1107.
 A) SECONDARY DRAINAGE REQUIRED, PER FBC-2004 PLUMBING,
 SECTION 1107.1.
 B) SEPERATE SYSTEMS REQUIRED PER FBC-2004 PLUMBING,
 SECTION 1107.2.
  
 ********IMPORTANT INFORMATION
 IN ORDER TO EXPIDITE PLAN REVIEW: WHEN RESUBMITTING,
 PLEASE REPLACE ONLY SHEETS
 WHICH HAVE CHANGED, PLEASE INCLUDE A
 TRANSMITTAL LETTER INDICATING HOW EACH
 ITEM WAS ADDRESSED AND PROVIDE ONE COPY
 OF ALL OLD/VOIDED SHEETS FOR REFERENCE
 ONLY. NOTE: ONLY ONE CORRECTED DRAWING
 IN RED INK FOR REFERENCE FOR
 RESUBMITTAL.
  
 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 6 Status P Date 2008-03-03 Cont ID  
Sent By choops Date 2008-03-03 Time 16:10 Rev Time 0.00
Received By choops Date 2008-03-03 Time 16:10 Sent To PC
Notes
2008-03-03 16:10:48***APPROVED - REVISED LANDSCAPE PLAN SUBMITTAL***
Review Stop Z ZONING
Rev No 5 Status P Date 2008-02-29 Cont ID  
Sent By choops Date 2008-02-29 Time 12:46 Rev Time 0.00
Received By choops Date 2008-02-29 Time 12:46 Sent To PC
Notes
2008-02-29 12:48:45***APPROVED - LANDSCAPE PLAN SUBMITTAL***
  
 PROVISOS:
 1)FOR SINGLE-FAMILY DWELLING UNITS, AT LEAST ONE
 SHADE, FLOWERING OR FRUIT TREE SHALL BE PLANTED FOR
 EACH 1,200 SQUARE FEET OF OPEN SPACE OR PORTION
 THEREOF. FOR SINGLE-FAMILY DWELLING UNITS, AT LEAST ONE
 SHRUB SHALL BE PLANTED FOR EACH 500 SQUARE FEET OF OPEN
 SPACE OR PORTION THEREOF.
 2)PALM TREES MAY BE SUBSTITUTED FOR NOT MORE THAN 35
 PERCENT OF THE SHADE OR FLOWERING TREES REQUIRED.
Review Stop Z ZONING
Rev No 4 Status N Date 2008-02-14 Cont ID  
Sent By adavila Date 2008-02-14 Time 16:54 Rev Time 0.00
Received By adavila Date 2008-02-14 Time 16:54 Sent To B
Notes
2008-02-14 16:54:39PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
Review Stop Z ZONING
Rev No 3 Status P Date 2007-05-16 Cont ID  
Sent By adavila Date 2007-05-16 Time 15:58 Rev Time 0.00
Received By adavila Date 2007-05-07 Time 15:57 Sent To B
Notes
2007-05-16 15:59:02PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
Review Stop Z ZONING
Rev No 2 Status F Date 2007-04-12 Cont ID  
Sent By adavila Date 2007-04-12 Time 18:08 Rev Time 0.00
Received By adavila Date 2007-04-12 Time 11:33 Sent To  
Notes
2007-04-12 14:45:49PLANNING AND ZONING DEPARTMENT
  
 ***FAILED***
  
 1.SITE PLAN SHALL BE MODIFIED TO REFLECT EXISTING
 CONDITIONS SHOWN ON THE SURVEY.
 A.SURVEY SHOWS A 5 FOOT UTILITY EASEMENT ALONG THE
 SOUTH PROPERTY LINE; HOWEVER, SITE PLAN SHOWS A 2.5
 FOOT EASEMENT.
 B.SURVEY SHOWS A SIDE SETBACK DIMENSION OF 6 FEET TO
 THE EAST; HOWEVER, SITE PLAN SHOWS A SIDE SETBACK
 DIMENSION OF 5 FEET 3.5 INCHES.
  
 2.SURVEY MUST SHOW SIDE SETBACK DIMENSIONS OF
 EXISTING BUILDING TO THE WEST PROPERTY LINE.
  
 3.PLEASE NOTE THAT PER SECTION 94-72 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS, SIDE SETBACK IS 15
 FEET TOTAL.
  
 4.LOCATION OF A/C UNITS SHALL BE SHOWN ON THE SITE
 PLAN WITH SETBACK DIMENSIONS FROM PROPERTY LINE. PLEASE
 NOTE THAT PER SECTION 94-305(B)(4), MECHANICAL
 EQUIPMENT MAY NOT PROJECT MORE THAN 4 FEET INTO A
 SETBACK.REQUIRED REAR SETBACK IS 10.19 FEET.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2007-02-26 Cont ID  
Sent By adavila Date 2007-02-26 Time 12:07 Rev Time 0.00
Received By adavila Date 2007-02-23 Time 15:51 Sent To I
Notes
2007-02-26 12:12:43PLANNING AND ZONING
  
 ***FAILED***
  
 1.PLEASE PROVIDE RESPONSE TO COMMENTS IN WRITING.
  
 2.PROPOSED ADDITION DOES NOT MEET REAR SETBACK
 REQUIREMENTS.PER SECTION 94-72(A)(2) OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS, REAR SETBACK SHALL BE
 15 FEET MINIMUM OR 10% OF THE DEPTH OF THE LOT,
 WHICHEVER IS LESS.AS THE LOT'S DEPTH IS 101.90 FEET,
 THE MINIMUM REAR SETBACK REQUIRED IS 10.19 FEET.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
  
  
  


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