Plan Review Details - Permit 16071244
Plan Review Stops For Permit 16071244
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-10-21 Cont ID  
Sent By rmcdouga Date 2016-10-21 Time 10:25 Rev Time 0.00
Received By rmcdouga Date 2016-10-21 Time 10:25 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-09 Cont ID  
Sent By rmcdouga Date 2016-09-09 Time 13:13 Rev Time 0.00
Received By rmcdouga Date 2016-09-07 Time 16:23 Sent To  
Notes
2016-09-08 17:46:46PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE EXISTING STRUCTURE WAS CONSTRUCTED IN 1950 AS AN
 ATTACHED OPEN CARPORT. YOU ARE PROPOSING TO ENCLOSE THE
 CARPORT AND CHANGE IT TO HABITABLE SPACE. THIS IS A
 CHANGE OF OCCUPANCY WITH NO CHANGE OF OCCUPANCY
 CLASSIFICATION. THE EXISTING STRUCTURE IS REQUIRED TO
 BE EVALUATED FOR STRUCTURAL LOADS PER FBC EXISTING
 BUILDING SECTION 1007. SUBMIT STRUCTURAL DRAWINGS THAT
 SHOW THAT THE RENOVATED STRUCTURE WILL SAFELY SUPPORT
 ALL LOADS, INCLUDING DEAD, LIVE LOADS, ROOF LOADS, WIND
 LOADS, ETC. AND PROVIDE A CONTINUOUS LOAD PATH THAT
 MEETS ALL THE REQUIREMENTS FOR THE TRANSFER OF ALL
 LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD
 RESISTING ELEMENTS TO THE FOUNDATION. FBC R301.1
  
 2) PROVIDE STRUCTURAL DETAILS OF THE EXISTING
 STRUCTURE. SPECIFY THE RAFTER SIZE AND SPACING, THE
 BEAM SIZES AND SPANS, THE COLUMN TYPE AND SPACING, AND
 ALL CONNECTIONS. FBC 107.2.1
  
 3) SHOW THE LOCATION OF THE WATER HEATER ON THE
 PROPOSED PLANS. FBCR P2801.1
  
 4) PROVIDE AREA TABULATIONS ON THE PLANS. FBC 107.2.1
  
 5) FBC 107.3.5.3 - PROVIDE WIND DESIGN DATA PURSUANT TO
 FBC-R301.2 ON THE PLANS.
  
 6) FBC 107.3.5.3 - INDICATE THE MEANS OF TERMITE
 PROTECTION PROPOSED FOR THE ADDITION PURSUANT TO
 FBC-R318.
  
 7) FBC-R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE
 AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE
 FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS
 A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY VENEER IS
 USED AND A MINIMUM OF 6 INCHES (152 MM) ELSEWHERE.
 PROVIDE TWO COPIES OF AN EXTERIOR WALL SECTION THAT
 SHOWS THE EXTERIOR GRADE, THE FINISH FLOOR ELEVATION
 AND THE CEILING ELEVATION. THE ELEVATION OF THE
 CONCRETE SLAB ON GRADE WILL NEED TO BE 6" ABOVE THE
 EXTERIOR FINISH GRADE.
  
 8) R506.2.3 VAPOR RETARDER. A 6-MIL (0.006 INCH)
 POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS
 LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED
 BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR
 THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS.
 EXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: 1. FROM
 GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY
 STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN
 AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS.
 3. FROM DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT
 LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4.
 WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL
 SITE CONDITIONS.
  
 9) FBC-R704 INSPECTION FOR TERMITES IN ORDER TO PROVIDE
 FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE
 BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE
 ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6
 INCHES (152 MM).
 EXCEPTIONS:
 1. PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
 5/8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2. ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR
 FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS
 ONLY.
 3. A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND
 GARAGE SLABS AND ENTRY AREAS.
  
 10) SECTION R317 PROTECTION OF WOOD AND WOOD BASED
 PRODUCTS AGAINST DECAY
 R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD
 BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE
 FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE
 WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE
 WITH AWPA U1.
 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE
 EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN
 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES
 (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH
 SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES
 EXPOSED TO THE WEATHER.
  
 11) 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 OR SNOW. VENTILATION OPENINGS SHALL
 HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM
 AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS
 HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)
 SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH
 SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH
 OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM)
 MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF
 FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF
 SECTION R802.1.8. REQUIRED VENTILATION OPENINGS SHALL
 OPEN DIRECTLY TO THE OUTSIDE AIR.
  
 12) THE PLANS SPECIFY R - 30 INSULATION IN THE CEILING.
 VERIFY THAT THE EXISTING RAFTER SPACE WILL BE ADEQUATE
 FOR THE INSULATION AND AIR SPACE. FBC 107.2.1
  
 13) FBC-R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS.
 WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A
 PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE
 ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL
 DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS
 LOCATED AS REQUIRED FOR NEW DWELLINGS.
  
 14) THE FOUNDATIONS FOR OPEN CARPORTS SUCH AS THIS ARE
 TYPICALLY ISOLATED PADS AT THE SUPPORT COLUMNS WITH A
 4" THICK SLAB ON GRADE. VERIFY THAT THE EXISTING SLAB
 HAS A REINFORCED THICKENED EDGE. IF NOT YOU WILL NEED
 TO INSTALL AN ADEQUATE FOOTING FOR THE EXTERIOR WALLS.
 FBC R401.2
  
 15) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-10-13 Cont ID  
Sent By albarran Date 2016-10-12 Time 13:33 Rev Time 0.00
Received By albarran Date 2016-10-12 Time 10:43 Sent To  
Notes
2016-10-13 16:58:4010/13/16 REVISED ELECTRICAL PLANS WERE SUBMITTED
 SHOWING THE REQUIRED DISCONNECT AND THE LOCATION OF
 SUCH ON THE EXTERIOR OF THE RESIDENCE.
2016-10-12 13:29:36MOMENTARILY FAILED DUE TO THE MISSING DISCONNECT
 REQUIRED BY NEC 230.70. I SPOKE W/ANDERSON SLOCOMBE TO
 DISCUSS THE MATTER. HE WILL CONSULT WITH THE ELECTRICAL
 PROFESSIONAL AND GET BACK TO ME. ONCE I HEAR BACK FROM
 MR. SLOCOMBE THIS MAY BE APPROVED WITH A PROVISO. FILE
 RETURNED TO BIN R32 SO NOT TO DELAY ADDITIONAL REVIEWS.
 MA
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-08-03 Cont ID  
Sent By albarran Date 2016-08-03 Time 17:26 Rev Time 0.00
Received By albarran Date 2016-08-03 Time 15:45 Sent To  
Notes
2016-08-03 17:27:49ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 PROJECT NAME:
 JOB ADDRESS: 1230 WELLINGTON ST.
 DESCRIPTION: REMODEL-FILL IN OF CARPORT
 MASTER PERMIT:16071244
  
 1. WHAT IS BEING DONE TO REPLACE THE LOST ILLUMINATION
 IN THE EXISTING LIVING ROOM AFTER REMOVING THE CEILING
 FIXTURE?
 2. FBC-ER3903.3/NEC 210.70(A)(2)(C): THERE HAS TO BE
 LIGHTING FOR THE EXISTING STAIRS. IF THERE IS AN
 ELEVATION CHANGE OF SIX STEPS OR GREATER AT THE
 EXISTING STAIRS, A SWITCH IS REQUIRED AT THE TOP AND
 BOTTOM OF STAIRS.
 3. FBC-RE3901/NEC 210.52(A): THERE ARE MANY WALLS
 REQUIRING OUTLETS THROUGHOUT THE NEWLY CONSTRUCTED AREA
 NOT MEETING THE MINIMUM REQUIREMENTS OF THE CODE.
 4. FBC-ER3901/NEC 210.52(C): HAS SPACING REQUIREMENTS
 FOR THE OUTLETS ON THE KITCHEN COUNTERS WHICH ARE NOT
 REFLECTED ON THE SUBMITTED DRAWING.
 5. FBC-RE3905.6.2/NEC 314.27(A) LUMINAIRE OUTLETS.
 BOXES USED AT LUMINAIRE OR LAMPHOLDER OUTLETS IN A
 CEILING SHALL BE REQUIRED TO SUPPORT A LUMINAIRE
 WEIGHING A MINIMUM OF 50 LB. ADD THIS TO THE NOTES ON
 CEILING BOXES ON PAGE.
 6. FBC-RE3902.12/NEC 210.12B - OUTLETS IN THE NEW
 CONSTRUCTION SHALL BE AFCI PROTECTED.
 7. FBC-R4002.14 NEC 406.12 TAMPER-RESISTANT RECEPTACLES
 IN DWELLING UNITS. IN ALL AREAS SPECIFIED IN 210.52,
 ALL 125-VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE
 LISTED TAMPER RESISTANT RECEPTACLES.
 8. NEC 215.5: A RISER DIAGRAM SHOWING FEEDER DETAILS
 ALONG WITH RESPECTIVE LOAD CALCS SHALL BE PROVIDED.
 THIS DIAGRAM SHALL INCLUDE CONDUCTOR SIZING AND
 INSULATION TYPE. FURTHERMORE, IT SHALL BE SITE
 SPECIFIC. THE RISER DIAGRAM AS SUBMITTED DOES NOT
 COMPLY AND THE LOAD CALCS DO NOT MATCH THE SUBMITTED
 PANEL SCHEDULE.
 9. REVISE THE SUBMITTED PANEL SCHEDULE KVA & VOLTAGE
 COLUMNS.
 10. THE NOTES ON THE PLAN REFER TO THE 150 AMP SERVICE
 AS REQUIRED/PROVIDED. YOU SHALL INDICATE IF THE
 EXISTING SERVICE IS A 150 AMP AND WILL REMAIN AS IS OR
 IF ANY CHANGE BESIDES THE ADDITION OF THE REQUIRED
 CIRCUITS IS TO BE PERFORMED.
 11. FBC-R314: YOU SHALL INSTALL SMOKE DETECTOR AS PER
 CODE FOR NEW CONSTRUCTION. IF YOU HAVE GAS/FOSSIL FUEL
 BURNING APPLIANCES OR AN ATTACHED GARAGE YOU SHALL ALSO
 COMPLY WITH THE CARBON MONOXIDE REQUIREMENTS.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR ALONG WITH THE STANDARD
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK VOID
 AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-11-03 Cont ID  
Sent By rmcdouga Date 2016-11-03 Time 14:07 Rev Time 0.00
Received By rmcdouga Date 2016-11-03 Time 14:05 Sent To  
Notes
2016-11-03 14:06:21ROUTED TO MCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2016-11-24 Time   Rev Time 0.00
Received By lmarchan Date 2016-10-03 Time 09:57 Sent To  
Notes
2016-10-04 09:57:21R32
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-09 Cont ID  
Sent By hmoser Date 2016-09-09 Time 13:49 Rev Time 0.00
Received By hmoser Date 2016-07-29 Time 10:40 Sent To  
Notes
2016-08-01 10:40:15R13
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2016-11-03 Cont ID  
Sent By rmcdouga Date 2016-11-03 Time 14:06 Rev Time 0.00
Received By rmcdouga Date 2016-11-03 Time 14:06 Sent To  
Notes
2016-11-03 14:07:40MU 2016 - 26865. PAID $1,101.25
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By rmcdouga Date 2016-09-07 Time 16:31 Rev Time 0.00
Received By rmcdouga Date 2016-09-07 Time 16:31 Sent To  
Notes
2016-09-07 16:32:18BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-10-24 Cont ID  
Sent By jvalido Date 2016-10-24 Time 17:12 Rev Time 0.00
Received By jvalido Date 2016-10-24 Time 16:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-09-09 Cont ID  
Sent By hmoser Date 2016-09-09 Time 13:49 Rev Time 0.00
Received By hmoser Date 2016-09-09 Time 13:19 Sent To  
Notes
2016-09-09 13:49:07PLAN DENIED
 1) PROVIDE A LARGER PLAN SCALE IS MARKED 1/4 IN.
 PLAN IS SMALLER THAN 1/4 IN. PER. SECTION
 107 FBC 2014
 2) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR
 THE HEATERS
 AND THE SPECKS WITH THE PLAN. APER SECTION M 1301.3
 INSTALLATION OF MATERIALS. 2014 RESIDENTIAL CODE.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-10-25 Cont ID  
Sent By gjohnson Date 2016-10-25 Time 08:56 Rev Time 0.00
Received By gjohnson Date 2016-10-24 Time 15:18 Sent To Z
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-08-24 Cont ID  
Sent By gjohnson Date 2016-08-24 Time 10:27 Rev Time 0.00
Received By gjohnson Date 2016-08-23 Time 16:04 Sent To  
Notes
2016-08-24 10:34:211ST REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1. THE WASHING MACHINE SHALL CONNECT TO BUILDING DRAIN
 DOWN STREAM OF BATHROOM GROUP AND BE VENTED SEPARATELY.
 PER FBC RES. P3108.1
  
 2.THE LAVATORY'S STACKS SHALL BE VENTED .,PER FBC RES.
 P3101.2.1
  
Review Stop Z ZONING
Rev No 2 Status P Date 2016-10-28 Cont ID  
Sent By gjohnson Date 2016-10-25 Time 08:56 Rev Time 0.00
Received By njwira Date 2016-10-25 Time 17:07 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2016-08-25 Cont ID  
Sent By nwair Date 2016-08-25 Time 16:03 Rev Time 0.00
Received By njwira Date 2016-08-25 Time 16:03 Sent To B
Notes
***NONE***


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