Plan Review Details - Permit 06120001
Plan Review Stops For Permit 06120001
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2009-06-05 Cont ID  
Sent By rmcdouga Date 2009-06-05 Time 08:48 Rev Time 0.00
Received By rmcdouga Date 2009-06-05 Time 08:48 Sent To Z
Notes
2009-06-05 08:50:51REVISED SHEETS A2.1 AND A2.2 OK FOR BUILDING.
 RELOCATION OF POOL EQUIPMENT REQUIRES ZONING AND
 HISTORIC APPROVAL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-10-05 Cont ID  
Sent By rmcdouga Date 2007-10-05 Time 10:27 Rev Time 0.00
Received By rmcdouga Date 2007-10-05 Time 10:27 Sent To  
Notes
2007-10-05 10:33:21BUILDING PROVISO
  
 SIGNED AND SEALED TRUSS DRAWINGS APPROVED BY THE
 DESIGNER OF RECORD ARE REQUIRED TO BE ON SITE FOR THE
 BUILDING INSPECTOR.
  
 REVISED SHEETS S-1, S-3, S-6, S-8, S-9 AND S-10 HAVE
 BEEN REVIEWED FOR CODE COMPLIANCE. SHEETS S-2, S-4,
 S-5, S-7 AND S-15 HAVE NO CHANGES FROM THE PERMITTED
 PLANS.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-09-26 Cont ID  
Sent By rmcdouga Date 2007-09-26 Time 13:05 Rev Time 0.00
Received By rmcdouga Date 2007-09-26 Time 13:05 Sent To  
Notes
2007-09-26 13:47:04THE ORIGINAL SCOPE OF WORK IS BEING EXPANDED TO INCLUDE
 REPLACING THE ROOF ASSEMBLY OF THE EXISTING STRUCTURE.
  
 REVISED TRUSS DRAWINGS ARE DENIED.
  
 1) SUBMIT TWO SETS OF SIGNED AND SEALED ROOF FRAMING
 PLANS SPECIFYING THE CONNECTORS THAT WILL BE USED TO
 ATTACH THE NEW TRUSSES TO THE EXISTING BUILDING.
  
 2) SUBMIT TWO SETS OF TRUSS DRAWINGS AND TRUSS LAYOUTS
 THAT HAVE BEEN SIGNED AND SEALED BY THE TRUSS ENGINEER
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR
 THE STRUCTURE.
  
 3) SPECIFY THE COSTS OF THIS ADDITIONAL WORK SO THAT
 THE VALUE OF THE JOB CAN BE ADJUSTED AND ADDITIONAL
 PERMIT FEES CAN BE DETERMINED.
  
 4) SUBMIT PRODUCT APPROVALS FOR ROOFING IF IT WILL BE
 DIFFERENT THAN THE ONES THAT WERE APPROVED WHEN THE
 PERMIT WAS ISSUED.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-04-20 Cont ID  
Sent By rmcdouga Date 2007-04-20 Time 10:29 Rev Time 0.00
Received By rmcdouga Date 2007-04-20 Time 06:52 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-04-06 Cont ID  
Sent By rmcdouga Date 2007-04-06 Time 07:52 Rev Time 0.00
Received By rmcdouga Date 2007-04-05 Time 17:25 Sent To  
Notes
2007-04-06 07:52:06DENIED BY BUILDING (2ND REVIEW)
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SUBMIT A COPY OF THE PAID RECEIPT FOR THE IMPACT
 FEES.
  
 3) THE INSTALLATION DRAWINGS AND DESIGN PRESSURE TABLES
 IN THE NOA 05-1018.01 SUBMITTED FOR THE PGT SINGLE HUNG
 WINDOWS ARE ILLEGIBLE.
  
 4)PAGE 5 OF 7 OF THE PRODUCT APPROVAL NOA FOR THE PGT
 MULLIONS IS ILLEGIBLE.
  
 5) SUBMIT PRODUCT APPROVALS FOR THE TRUSS CONNECTORS,
 STRAPS HANGERS AND OTHER SPECIED STRUCTURAL ANCHORS.
 SEE COMMENT #22 FROM FIRST REVIEW.
  
 6) THE PAGES CONTAINING THE APPROVED ASSEMBLIES ARE
 MISSING FROM THE PRODUCT APPROVAL NOA 03-0501.02 FOR
 THE GAF MODIFIED ROOF SYSTEM. SPECIFY WHICH ONE OF THE
 APPROVED ASSEMBLIES WILL BE INSTALLED. SPECIFY THE
 FASTENING OPTION AND DESIGN PRESSURE FOR THE SYSTEM
 (CIRCLE THE ITEMS ON THE PAGE OF THE APPROVED ASSEMBLY
 SELECTED). ENHANCED FASTENING WILL BE REQUIRED FOR ROOF
 ZONE3 (-89PSF) AND POSSIBLY ROOF ZONE 2 (-59.2)
 DEPENDING ON THE SYSTEM THAT IS USED. NONE OF THE
 ASSEMBLIES THAT HAVE GENERAL LIMITATION #9 WILL WORK
 BECAUSE THIS LIMITATION DOES NOT ALLOW ENHANCED
 FASTENING. THEREFORE, ONLY THE ASSEMBLIES WITH GENERAL
 LIMITATION #7, WHICH ALLOWS THE DESIGN PRESSURE TO BE
 INCREASED BY INCREASING THE FASTENER DENSITIES
 CALCULATED BY USING ROOFING APPLICATION STANDARD 117
 CALCULATIONS. SUBMIT RAS 117 CALCULATIONS FOR THE
 SELECTED ASSEMBLY. SEE ITEM # 23 FROM FIRST REVIEW.
  
 7) SUBMIT PRODUCT APPROVALS FOR ARCH TOP WINDOWS. SEE
 ITEM # 20 OF FIRST REVIEW.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-02-08 Cont ID  
Sent By rmcdouga Date 2007-02-08 Time 07:50 Rev Time 0.00
Received By rmcdouga Date 2007-02-07 Time 07:41 Sent To  
Notes
2007-02-07 07:41:40DENIED 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)SHEETS A5.1 AND A5.2 SPECIFY A MINIMUM SOIL BEARING
 CAPACITY OF 2500 PSF. THE SOIL REPORT AND STRUCTURAL
 PLANS SPECIFY THE MINIMUM SOIL BEARING CAPACITY AS 1500
 PSF. PLEASE CORRECT.
  
 4) SUBMIT A DRAINAGE PLAN FOR THE LOT SHOWING
 COMPLIANCE WITH R401.3.
 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.
  
 5)ON SHEET A1.1 UNDER DESIGN CRITERIA SPECIFY THE
 2004 FBC. THE EXPOSURE CATEGORY OF B IS INCORRECTLY
 SPECIFIED AS WIND CLASSIFICATION. PLEASE CORRECT. UNDER
 GENERAL REQUIREMENTS, THE SOIL BEARING CAPACITY IS
 SPECIFIED AS 2500 PSF. PLEASE CORRECT.
  
 6)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.
  
 7) SHOW THE SCUPPERS AND DOWNSPOUTS ON THE
 ELEVATIONS.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 .
  
 8)THE EAST ELEVATION ON A3.2INDICATES GARAGE AT THE
 PORTE-COCHERE. PLEASE CORRECT.
  
 9)THE 7.6" DIMENSION ON STAIR SECTION 4/A5 IS THE
 RISER HEIGHT NOT THE TREAD DEPTH AS INDICATED. PLEASE
 CORRECT.
  
 10) SECTION5/S8 SPECIFIES THE (F1) FOOTER WIDTH AS
 2'-0". THE SCHEDULE ON S10 SPECIFIES 2'-4" FOR THIS
 FOOTER. PLEASE CLARIFY.
  
 11) ON SHEETS S1, S2, AND S3 THERE ARE TAGS FOR
 SECTIONS ON S9A, HOWEVER, THERE IS NO SHEET S9A IN THE
 PLANS. PLEASE CORRECT.
  
 12) ON SHEET A0.0 THE DRAWING LIST IS INCORRECT FOR THE
 STRUCTURAL SHEETS. PLEASE CORRECT.
  
 13) SECTION 5/S5 SHOWS ONE 2 XLEDGER FOR L3 AND THE
 SCHEDULE ON S10 SPECIFIES TWO 2 X 12. PLEASE CLARIFY.
  
 14) INDICATE HOW THE RAIN WATER WILL BE DRAINED FROM
 THE SECOND FLOOR TERRACES WHICH APPEAR TO HAVE WALLS ON
 THEIR PERIMETERS.
  
 15) ON SECTION 4/S4 FIREBLOCKING IS REQUIRED BETWEEN
 THE FLOOR AND WALL CONCEALED SPACES. SEE R602.8.
  
 16) ON SECTION 6/S8 THE FOOTER HEIGHT IS ILLEGIBLE.
  
 17) THE CONNECTOR SCHEDULE ON S10 HAS NO ID NUMBERS TO
 CORRESPOND WITH THE NUMBERS ABOVE THE UPLIFTS ON THE
 ROOF FRAMING PLAN ON S3. PLEASE CLARIFY.
  
 18) ON SHEET S15 UNDER DESIGN DATAITEM 10 GIVES THE
 DESIGN LIVE LOADS FOR RETAIL AND THIS PROJECT IS
 RESIDENTIAL. PLEASE CORRECT.
  
 19)THE PRODUCT APPROVALS FOR THE PGT WINDOWS AND
 FRENCH DOORS ARE EXPIRED. PLEASE SUBMIT CURRECT PRODUCT
 APPROVAL WITH CURRENT FL COVERSHEETS.
  
 20) SUBMIT PRODUCT APPROVALS FOR THE ARCH TOP DOORS AND
 SINGLE HUNG ARCH TOP WINDOWS.
  
 21) SUBMIT PRODUCT APPROVALS FOR STRUCTURAL MULLIONS.
  
 22) SUBMIT PRODUCT APPROVALS FOR TRUSS CONNECTORS,
 STRAPS, HANGERS AND OTHER STRUCTURAL ANCHORS.
  
 23) ON THE PRODUCT APPROVAL FOR THE GAF MODIFIED ROOF
 SYSTEM, SPECIFY THE APPROVED SYSTEM THAT WILL BE
 INSTALLED. SPECIFY THE FASTENING OPTION AND MAXIMUM
 DESIGN PRESSURE THAT WILL BE USED. CIRCLE THE
 APPROPRIATE ITEMS ON THE NOA. IF ENHANCED FASTENING IS
 REQUIRED FOR THE PERIMETER AND CORNER AREAS,SUBMIT
 RAS 117 CALCULATIONS AS REQUIRED BY LIMITATION NUMBER
 7.
  
 24)SPECIFY WHICH ATTACHMENT METHOD WILL BE USED TO
 INSTALL THE CLAY ROOF TILES. CIRCLE THE APPROPRIATE
 ITEM ON THE NOA.
  
 25) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR THE
 STORM PANELS. INDICATE THE OPENINGS ON WHICH THEY WILL
 BE INSTALLED. SPECIFY THE FASTENER TYPE AND SPACING,
 THE CONNECTION TYPE,THE SPANS, THE PRESSURES, ETC.
  
 26)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.
  
 NOTE: PLEASE REMOVE OLD SHEETS FROM THE PLANS AND
 INSERT THE NEW ONES. SUBMIT ONE SET OF THE OLD PLANS
 FOR REFERENCE TO HELP EXPEDITE REVIEWS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 7 Status P Date 2009-04-29 Cont ID  
Sent By btrobaug Date 2009-04-29 Time 15:39 Rev Time 0.00
Received By btrobaug Date 2009-04-29 Time 14:19 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2009-04-15 Cont ID  
Sent By btrobaug Date 2009-04-15 Time 08:31 Rev Time 0.00
Received By btrobaug Date 2009-04-08 Time 12:16 Sent To PC
Notes
2009-04-15 08:28:49 
  
 PERMIT #06120001 ELECTRICAL PLAN REVIEW
 290 BARCELONA ROAD 4/14/09
 WEST PALM BEACH, FL.
  
  
  
  
 NOTE- ALL CODE ARTICLES REFERENCED ARE 2005 NEC UNLESS
 OTHERWISE NOTED.
 SHEET E2.1
 1} PANEL "P" IS LISTED AS 150 AMP ON THE PANEL
 SCHEDULE, SHOWN AS BEING FED FROM A 80 AMP BREAKER IN
 PANEL "C" AND NOTE #13 LISTS IT AS A 80 AMP PANEL.
 CORRELATE THESE NUMBERS TO INDICATE THE INTENDED
 INSTALLATION. 408.4, AND RECALCULATE THE LOAD FOR PANEL
 C PER 220.
  
 2} NOTE #12 LISTS 3-#3 CU AS FEEDERS FOR PANEL P, THE
 LOAD IS SHOWN AS 145.41 AMPS IN THE TOTAL SERVICE
 CALCULATION (LISTED AS 145.21 KVA IN PANEL P ESTIMATED
 DEMAND LOAD) ON THE PANEL SCHEDULE. SEE 310.16 FOR WIRE
 SIZES AND ALLOWABLE AMPERAGES.
  
 3} THE PANEL AMPERAGES IN THE TOTAL SERVICE CALCULATION
 ARE LISTED IN AMPS AND AS KVA ON THE PANEL SCHEDULES,
 PLEASE CORRECT. 408.4
  
 4} THE FEEDERS TO FOR DISCONNECT DP ARE ONLY RATED FOR
 350 AMPS AND THE LOAD IS LISTED AS 393.5 AMPS. SEE
 310.15(B)(6) FOR FEEDER SIZES.
  
 5} THERE SHOULD NOT BE A GROUNDING ELECTRODE CONDUCTOR
 ON PANEL "P". PANELS P AND C ARE ON THE SAME STRUCTURE,
 P IS FED FROM C AND A GROUNDING ELECTRODE IS SHOWN
 INSTALLED ON THAT PANEL PER 250.32. PANEL P SHOULD BE
 GROUNDED FROM THE EQUIPMENT GROUND RAN WITH THAT
 FEEDER. SEE 250.122 FOR SIZE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
  
  
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2009-03-09 Cont ID  
Sent By btrobaug Date 2009-03-09 Time 15:33 Rev Time 0.00
Received By btrobaug Date 2009-03-09 Time 14:00 Sent To M
Notes
2009-03-09 14:59:39 
  
  
 REVISION DENIED
  
 1} SHEET E1.1 THE LOW VOLTAGE PANEL UNDER THE STAIR IS
 IN VIOLATION OF 110.26(A)(1), 3" MINIMUM CLEARANCE.
  
 2} SHEET E1.2 INCORRECTLY HAS REVISION #3 DATED
 FEBRUARY 9, 2009.REVISION #3 IN THE CITY'S FILE COPY IS
 DATED 6/21/08 ON THAT SHEET.
  
 3} THE REVISION ON SHEET E2.1 SHOWS A CONDUIT FROM
 PANEL "DP" TO PANEL "P" AND A FEED FROM PANEL "C" PER
 NOTE #12, YET NEITHER PANEL INDICATES A FEED TO PANEL
 "P" IN THE PANEL SCHEDULES.
  
 NOTE: A PLUMPING REVISION MUST BE SUBMITTED FOR THE
 ADDED SINK IN THE CABANA.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
  
  
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2008-07-28 Cont ID  
Sent By btrobaug Date 2008-07-28 Time 16:14 Rev Time 0.00
Received By btrobaug Date 2008-07-28 Time 15:10 Sent To M
Notes
2008-07-28 16:13:07 
  
 THIS REVIEW WAS DONE UNDER THESE CURRENT CODE
 CYCLES:
  
 THE 2004 FLORIDA BUILDING CODE, 2007 REVISIONS, 2004
 RESIDENTIAL BUILDING CODE, 2005 NEC,2004 FBC CHAPTER
 1 AS AMENDED AND FOUND NONCOMPLIANT WITH THE
 FOLLOWING:
  
 REVISION DENIED
  
 1} SHEET E1.1 THE LOW VOLTAGE PANEL IN THE STAIRWELL OF
 THE CABANA DOES NOT COMPLY WITH THE CLEARANCE
 REQUIREMENTS OF 110.26.
  
 2} A SMOKE ALARM IS REQUIRED ".OUTSIDE EACH SEPARATE
 SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
 BEDROOMS" THE STUDY IS BY DEFINITION.A BEDROOM. NFPA-72
 REQUIRES ALARMS OR DETECTORS WITHIN 20 FEET OF COOKING
 APPLIANCES BE SILENCING OR PHOTOELECTRIC. SEE
 11.8.3.5(4).
  
 3} THE RECEPTACLES ON THE COUNTERTOP ON EITHER SIDE OF
 THE RANGE ARE REQUIRED TO BE GFI PROTECTED PER
 210.8(A)(6). I HAVE REDLINED COMMENTS 2 & 3 ON THE
 PREVIOUS REVISION WHICH THE ARCHITECT PROBABLY WAS NOT
 AWARE.
  
 NOTE: SHEET E1.2 APPEARS TO BE COMPLIANT AND WILL NOT
 NEED TO BE RESUBMITTED.
  
 5} SHEET E2.1THE 350 MCM FEEDERS TO PANEL "DP" ARE NOT
 LARGE ENOUGH TO CARRY THE 393 AMP LOAD. SEE NOTE #4 FOR
 THE RISER DIAGRAM.SEE TABLE 310.15(B)(6).
  
 6} THE DISCONNECT "DP" IS RATED FOR 300 AMPS, NOT LARGE
 ENOUGH FOR THE LOAD.SEE NOTE #16, ALSO REVISE NOTE #3T
  
 7} THERE IS NO FEED FOR PANELS "C" AND "P" LISTED IN
 "DP PANEL SCHEDULE.NOTE #12 INDICATES PANEL "C" MAY BE
 FEEDING PANEL"P",CONTRARY TO NOTE #7, AND NOT SHOWN ON
 PANEL"C" SCHEDULE.
  
 8} PANEL "DP" IS LISTED AS 300 AMPS, SEE NOTE #19.
  
 9} THE ESTIMATED LOADS AT THE BOTTOM OF THE SCHEDULES
 IS RATED IN KVA. THE "TOTAL SERVICE FOR THE MAIN HOUSE
 AND CABANA" THE BOTTOM MIDDLE OF THE SHEET LISTS RATING
 IN AMPS "DP" AND "P" ARE INCORRECT. RECHECK ALL
 CALCULATIONS AND CORRELATE THE LOADS.
  
 10} THE TANKLESS HEATERS ON SHEET E1.1 ARE NOT ON ANY
 OF THE SCHEDULES, INDICATE IF THEY ARE GAS. IF THEY ARE
 ELECTRIC THEY WILL POSSIBLY LOAD THE SERVICE OVER 400
 AMPS.
  
 11} LOCATE PANEL "P" ON THE PLAN.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2008-04-18 Cont ID  
Sent By btrobaug Date 2008-04-18 Time 11:05 Rev Time 0.00
Received By btrobaug Date 2008-04-18 Time 10:28 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-03-27 Cont ID  
Sent By btrobaug Date 2007-03-27 Time 18:11 Rev Time 0.75
Received By btrobaug Date 2007-03-27 Time 17:16 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-12-19 Cont ID  
Sent By btrobaug Date 2006-12-19 Time 15:28 Rev Time 1.50
Received By btrobaug Date 2006-12-19 Time 11:29 Sent To P
Notes
2006-12-19 15:28:48NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} LOCATE ALL SERVICE EQUIPMENT ON THE PLAN, METER
 ENCLOSURE, DISCONNECTS AND PANELS, SO THAT COMPLIANCE
 WITH ARTICLES 225 AND 230 CAN BE REVIEWED.
  
 2} THE EQUIPMENT GROUNDING CONDUCTOR MUST COMPLY WITH
 250.66. SEE NOTE #1 REGARDING THE SUM OF THE SERVICE
 ENTRANCE CONDUCTORS. MINIMUM #1/0 CU.( SHEET E2.1).
  
 3} PLEASE ADD A NOTE FOR HEXAGONAL #22, SHEET E2.1.
  
 4} PLEASE CORRECT NOTE #16, THE EQUUIPMENT BEING
 REFERENCED IS A DISCONNECT.
  
 5} PLEASE CORRECT PANEL "DP"LOAD CALC TOTAL.SEE SHEET
 E2.1.
  
 6} SMOKE ALARMS ARE REQUIRED INSIDE AND IMMEDIATLY
 OUTSIDE THE " PRIVATE READING ROOM" , WHICH IS A
 "BEDROOM" BY DEFINITION IN THE FBC.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  
  
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Rev No 19 Status N Date 2009-08-06 Cont ID  
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Received By lmartine Date 2009-08-06 Time 10:41 Sent To  
Notes
2009-08-06 10:42:04IN ZONING BOX
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Rev No 18 Status N Date 2009-07-27 Cont ID  
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Notes
2009-07-27 13:49:26LANDSCAPE PLANS SENT TO ZONING RM
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Notes
2009-06-03 13:19:48BUILDING REVISION SENT TO ROBERT MCDOUGAL'S DESK.
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2009-03-30 09:42:33TO IN-BOX "R9"
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Received By adarroug Date 2007-04-18 Time 10:13 Sent To B
Notes
2007-04-18 10:13:43TO "RMCDOUGAL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-03-24 Cont ID  
Sent By adarroug Date 2007-03-24 Time 12:12 Rev Time 0.00
Received By adarroug Date 2007-03-24 Time 12:12 Sent To E
Notes
2007-03-24 12:12:45TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-03-21 Cont ID  
Sent By adarroug Date 2007-03-21 Time 09:52 Rev Time 0.00
Received By adarroug Date 2007-03-21 Time 09:52 Sent To Z
Notes
2007-03-21 09:53:12TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-12-15 Cont ID  
Sent By adarroug Date 2006-12-15 Time 11:56 Rev Time 0.00
Received By adarroug Date 2006-12-15 Time 11:56 Sent To E
Notes
2006-12-15 11:56:53TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-02-08 Cont ID  
Sent By rmcdouga Date 2007-02-08 Time 07:50 Rev Time 0.00
Received By rmcdouga Date 2006-12-01 Time 14:52 Sent To  
Notes
2006-12-01 14:53:30TO "Z" BOX
Review Stop L LANDSCAPING
Rev No 1 Status P Date 2009-08-07 Cont ID  
Sent By rkussner Date 2009-08-07 Time 14:39 Rev Time 0.00
Received By rkussner Date 2009-08-07 Time 14:39 Sent To PC
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2009-03-16 Cont ID  
Sent By rregueir Date 2009-03-16 Time 08:38 Rev Time 0.00
Received By rregueir Date 2009-03-16 Time 08:37 Sent To PC
Notes
2009-03-16 08:38:09REVISED M1.1 AND M2.1 REV.3
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2008-07-29 Cont ID  
Sent By tgordon Date 2008-07-29 Time 08:26 Rev Time 0.40
Received By tgordon Date 2008-07-29 Time 08:26 Sent To  
Notes
2008-07-29 08:30:22REVISION TO MECH. PLANS M1.1 AND M1.2.
  
 *** PROVISO ***
 1) PER 2004 FBC/M 603.15.1 FLOOR REGISTERS.
 FLOOR REGISTERS SHALL RESIST, WITHOUT STRUCTURAL
 FAILURE, A 200-POUND (90.8 KG) CONCENTRATED LOAD ON A
 2-INCH (51 MM) DIAMETER DISC APPLIED TO THE MOST
 CRITICAL AREA OF THE EXPOSED FACE.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2008-05-05 Cont ID  
Sent By tgordon Date 2008-05-05 Time 12:25 Rev Time 0.40
Received By tgordon Date 2008-05-05 Time 12:25 Sent To  
Notes
2008-05-05 12:26:47REVISION TO MECH. PLANS M1.1 AND M1.2.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2008-04-29 Cont ID  
Sent By tgordon Date 2008-04-29 Time 09:07 Rev Time 0.40
Received By tgordon Date 2008-04-29 Time 09:07 Sent To  
Notes
2008-04-29 09:08:42REVISION TO MECHANICAL PLANS PAGES M1.1, M1.2, ENERGY
 CAL'S, AND COOLING LOAD CAL'S.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2008-04-21 Cont ID  
Sent By tgordon Date 2008-04-21 Time 08:43 Rev Time 0.45
Received By tgordon Date 2008-04-21 Time 08:43 Sent To  
Notes
2008-04-21 08:52:28PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
 REFERENCED CODES WITH 2007 REVISIONS, CITY OF WEST PALM
 BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
 ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
 (F.S.).
  
 REVISION TO MECHANICAL PLANS
 *** DENIED ***
 1) COOLING LOAD CALCULATIONS ON FILE ARE CALLING FOR
 A/C SYSTEM 1 TO BE A TOTAL OF 36,423 COOLING BTU'S,
 REVISED MECHANICAL PLANS ARE SHOWING A TOTAL OF 48,500
 COOLING BTU'S. PER 2004 FBC 13-607.1.ABC.1.1 THE PLANS
 CAN ONLY CALL FOR 15% MORE THAN THE COOLING LOAD
 CALCULATIONS, PLEASE CORRECT.
  
 2) COOLING LOAD CALCULATIONS ON FILE ARE CALLING FOR
 A/C SYSTEM 2 TO BE A TOTAL OF 41,781 COOLING BTU'S,
 REVISED MECHANICAL PLANS ARE SHOWING A TOTAL OF 60,000
 COOLING BTU'S. PER 2004 FBC 13-607.1.ABC.1.1 THE PLANS
 CAN ONLY CALL FOR 15% MORE THAN THE COOLING LOAD
 CALCULATIONS, PLEASE CORRECT.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-03-28 Cont ID  
Sent By tgordon Date 2007-03-28 Time 08:32 Rev Time 0.30
Received By tgordon Date 2007-03-28 Time 08:32 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-12-21 Cont ID  
Sent By tgordon Date 2006-12-21 Time 11:52 Rev Time 0.45
Received By tgordon Date 2006-12-21 Time 11:52 Sent To B
Notes
2006-12-21 11:57:38*** DENIED ***
 1) RETURN AIR TRANSFER DUCT TO MASTER SUITE NEEDS TO BE
 16". 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. PER 2004 FBC/R M1602.4 .
  
 2) NOT ALL SUPPLY AND RETURN AIR DUCTS ARE SIZED SEE
 HIGH LIGHTED DUCTS ON PLANS PAGE M1.1 AND M1.2, PLEASE
 SIZE.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 4 Status P Date 2009-04-09 Cont ID  
Sent By kstevens Date 2009-04-09 Time 08:54 Rev Time 0.00
Received By kstevens Date 2009-04-09 Time 08:54 Sent To  
Notes
2009-04-09 08:55:11REVISION OK -- SHT P1.1
  
 ****************PROVISO****************
 (A) 708.3.4 BASE OF STACK. A CLEANOUT
 SHALL BE PROVIDED AT THE BASE OF EACH
 WASTE OR SOIL STACK
 (B) 708.7 MINIMUM SIZE. CLEANOUTS SHALL
 BE THE SAME NOMINAL SIZE AS THE PIPE
 THEY SERVE UP TO 4 INCHES (102MM)
 (C) 708.9 ACCESS. ACCESS SHALL BE
 PROVIDED TO ALL CLEANOUTS.
Review Stop P PLUMBING
Rev No 3 Status P Date 2008-04-28 Cont ID  
Sent By mperson Date 2008-04-28 Time 10:20 Rev Time 0.00
Received By mperson Date 2008-04-28 Time 10:20 Sent To PC
Notes
2008-04-28 10:23:10REVISION SHEET A2.3: "OK" ADDITION OF TWO 3" ROOF
 DRAINS FOR PRIMARY AND ONE 4" X 6" SCUPPER FOR
 SECONDARY DRAINAGE.
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-03-30 Cont ID  
Sent By mperson Date 2007-03-30 Time 10:37 Rev Time 0.45
Received By mperson Date 2007-03-30 Time 10:37 Sent To B
Notes
2007-03-30 10:41:49****************PROVISO****************
 (A) 708.3.4 BASE OF STACK. A CLEANOUT
 SHALL BE PROVIDED AT THE BASE OF EACH
 WASTE OR SOIL STACK
 (B) 708.7 MINIMUM SIZE. CLEANOUTS SHALL
 BE THE SAME NOMINAL SIZE AS THE PIPE
 THEY SERVE UP TO 4 INCHES (102MM)
 (C) 708.9 ACCESS. ACCESS SHALL BE
 PROVIDED TO ALL CLEANOUTS.
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-12-20 Cont ID  
Sent By mperson Date 2006-12-20 Time 14:24 Rev Time 2.00
Received By mperson Date 2006-12-20 Time 14:24 Sent To M
Notes
2006-12-20 16:55:50DENIED
 REFERENCE: FBC-2004 PLUMBING
  
 THE FOLLOWING CORRECTIONS ARE REQUIRED FOR PLUMBING
 PLAN REVIEW TO MEET CODE COMPLIANCE:
  
 1. PLEASE CLARIFY ON THE RESUBMITTED DRAWINGS EXACTLY
 WHAT IS EXISTING STRUCTURE AND WHAT IS THE PROPOSED
 ADDITION OR PROVIDE A LEGEND CLARIFYING THIS.
  
 2. THE DISHWASHER INDICATED ON SHEET P1.1 IS INDICATED
 WRONG ON THE SANITARY PLUMBING RISER DIAGRAM PER
 FBC-2004 PLUMBING, SECTION 802.1. PLEASE CORRECT ON THE
 RESUBMITTAL.
 (A) 802.1.6 DISCHARGE INTO A WYE-BRANCH FITTING ON THE
 TAILPIECE OF THE KITCHEN SINK OR THE DISHWASHER
 CONNECTION OF A FOOD WASTE GRINDER, NOT OFF THE WASTE
 ARM AS INDICATED.
  
 3. PER THE FLOOR PLAN ON SHEET A2.1 THE ISLAND SINK
 W/DISPOSAL IS MISSING ON THE SANITARY PLUMBING RISER
 DIAGRAM ON SHEET P1.1. PLEASE CORRECT ON THE
 RESUBMITTAL.
  
 4. THE WASHING MACHINE LAUNDRY STACK IS SIZED WRONG
 PER FBC-2004 PLUMBING, SECTION, 406.3.
 (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.
  
 5. BATH #5 PER THE FLOOR PLAN ON SHEET A2.2 THE SHOWER
 IS INDICATED INCORRECTLY ON THE SANITARY RISER DIAGRAM
 ON SHEET P1.1 AS A TUB. PLEASE CORRECT ON THE
 RESUBMITTAL.
  
 6. SHEET P1.1, 2ND FLOOR SHOWER IN HIS BATH IS
 INDICATING AN "S" TRAP. "S" TRAPS ARE PROHIBITED PER
 FBC-2004 PLUMBING, SECTION 1002.3. PLEASE CORRECT ON
 THE RESUBMITTAL.
  
 7. SHEET A2.3 PLEASE PROVIDE THE FOLLOWING INFORMATION
 IN RELATION TO THE ROOFS PER FBC-2004 PLUMBING, SECTION
 1106.2 AND 1106.4.
 A} SQ. FT. OF FLAT ROOFS AND ADJOINING ROOFS THAT
 SPILL ON FLAT ROOFS.
 B} SQ. FT. OF VERTICAL WALLS.
 C} SIZE OF RAIN WATER LEADERS AND DOWNSPOUTS.
 D} PLEASE PROVIDE A DETAIL OF THESIZE AND LOCATION
 OF THE EMERGENCY OVERFLOW SCUPPERS.
  
 8. SHEET A3.2 PLEASE INDICATE THE RAIN LEADER,
 DOWNSPOUT AND SCUPPER LOCATIONS ON THE WEST FACADE.
  
 9. SHEET A3.3 PLEASE INDICATE THE RAIN LEADER,
 DOWNSPOUT AND SCUPPER LOCATIONS ON THE SOUTH FACADE.
  
 **IN ORDER TO EXPIDITE PLAN REVIEW: WHEN RESUBMITTING,
 PLEASE REPLACE ONLY SHEETS
 WHICH HAVE CHANGED 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 4 Status P Date 2009-08-07 Cont ID  
Sent By eschneid Date 2009-08-07 Time 15:15 Rev Time 0.25
Received By eschneid Date 2009-08-07 Time 15:14 Sent To HIST
Notes
2009-08-07 15:16:37REVISION FOR MECHANICAL EQUIPMENT SETBACKS. MATCHES
 LOCATION ON SITE AND LANDSCAPE PLANS.
Review Stop Z ZONING
Rev No 3 Status F Date 2009-06-08 Cont ID  
Sent By eschneid Date 2009-06-08 Time 15:08 Rev Time 1.00
Received By eschneid Date 2009-06-08 Time 15:07 Sent To  
Notes
2009-06-08 15:16:04FAILED
  
 1) THERE IS WHAT APPEARS TO BE POOL EQUIPMENT SHOWN
 BETWEEN THE CABANA AND THE REAR PROPERTY LINE. THIS
 ENCROACHES INTO THE REAR SETBACK, AND SHALL BE REMOVED
 FROM ALL PLANS.
  
 2) PERMIT NO. 09030404, THE POOL AND POOL EQUIPMENT
 PERMIT, SHOWS THAT THE POOL EQUIPMENT IS ON A PAD SET
 BACK 10.8 FEET FROM THE SIDE AND REAR PROPERTY LINES.
 THE SUBMITTED PLANS DO NOT SHOW THIS EQUIPMENT PAD AND
 THE POOL EQUIPMENT IN THE APPROVED LOCATION.
  
 3) THE NEW AC LOCATION WAS NOT SUBMITTED FOR REVIEW AND
 APPROVAL BY THE ZONING DIVISION. PROVIDE THE DIMENSIONS
 OF THE EQUIPMENT FROM THE SIDE AND REAR PROPERTY LINES.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
Review Stop Z ZONING
Rev No 2 Status P Date 2007-03-22 Cont ID  
Sent By adavila Date 2007-03-22 Time 15:15 Rev Time 0.00
Received By adavila Date 2007-03-22 Time 15:15 Sent To I
Notes
2007-03-22 15:16:10PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-12-13 Cont ID  
Sent By mmclean Date 2006-12-13 Time 09:52 Rev Time 0.00
Received By mmclean Date 2006-12-13 Time 09:52 Sent To I
Notes
2006-12-13 13:29:34DENIED.
 1. PLEASE CLARIFY IF THE GENERATOR IS EXISTING AND WILL
 BE APART OF THE SUBMITTED PROPOSED WORK.
 2.THE PROPOSED GENERATOR SHALL NOT BE CLOSER THAN 8FT
 FROM REAR AND 1FT SIDE PROPERTY LINE.
  
 NOTE: SEPARATE PERMIT MUST BE PULLED FOR THE
 POOL/SPA/DECK.
 NOTE: POOL EQUIPMENT SHALL NOT BE CLOSER THAN 8FT FROM
 THE REAR PROPERTY LINE.
  
 NOTE: MUST MAINTAIN 1000SQ FT OR 75% OF LANDSCAPE,
 WHICHEVER IS LESS WITHIN THE FIRST 25FT FRONT SETBACK.
  
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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