Plan Review Details - Permit 06120598
Plan Review Stops For Permit 06120598
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-02-12 Cont ID  
Sent By mjacobs Date 2007-02-10 Time 16:08 Rev Time 0.00
Received By mjacobs Date 2007-02-09 Time 18:39 Sent To  
Notes
2007-02-09 19:00:18BUILDING PLAN REVIEW
 PERMIT: 06120598
 ADD:516 34TH STREET
 CONT:OWNER
 TEL: (561)841-5365
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW 1ST
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
 THE COURT.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE:
 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT
 THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 4)106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.PROVIDE PRODUCT APPROVALS FOR
 WINDOWS/ DOORS/ SHUTTERS/ROOFING MATERIALS ETC.
  
 5)110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 IS REQUIRED.
 ) NUMBER OF UNITS
 ) NUMBER OF FLOORS
 ) NUMBER OF ROOMS
 ) NUMBER OF BEDROOMS
 ) SQ. FT. LIV SPACE/ FL
 ) SQ. FT. FOOTPRINT
 ) SQ. FT. UNDER ROOF (TOTAL)
 ) FLOOD ZONE
 ) FLOOD ELEVATION
 )L.O.M.R.
  
 6)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).
  
 7)FS.481.221ALL FINAL CONSTRUCTION DOCUMENTS AND
 DRAWINGS, PLANS, SPECIFICATIONS, OR REPORTS PREPARED OR
 ISSUED BY THE REGISTERED ARCHITECT AND BEING FILED FOR
 PUBLIC RECORD SHALL BEAR THE SIGNATUREAND SEAL OF THE
 REGISTERED ARCHITECT WHO PREPARED OR APPROVED THE
 DOCUMENTS AND THE DATE ON WHICH THEY WERE SEALED. THE
 SIGNATURE, DATE, AND SEAL SHALL BE EVIDENCE OF THE
 AUTHENTICITY OF THAT TO WHICH THEY ARE AFFIXED. THE
 SEAL IS NOT CLEAR ON ALL SHEETS.
  
 8)R802.1.6 TRUSS DESIGN DRAWINGS SHALL INCLUED, AT A
 MINIMUM, THE INFORMATION SPECIFIED IN THIS SECTION.
 PROVIDE A ROOF FRAMING DETAIL DRAWINGS WITH THE
 CONCENTRATED LOAD/ CONNECTION REQUIREMENTS/ CALCULATED
 DEFLECTION RATIO AND/OR MAXIMUM DESCRIPTION FOR LIVE
 AND TOTAL LOAD/DESIGN WIND SPEED AND EXPOSURE
 CATEGORY/SLOPE OR DEPTH, SPAN AND SPACING/LUMBER SIZE,
 SPECIES AND GRADE FOR EACH MEMBER ETC.
  
 9)R803.2.3.1 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. HOWEVER, WHERE ROOF FRAMING WITH
 ASPECIFIC GRAVITY, 0.42_< G< 0.49 IS USED, 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
  
 10)THE WALL TYPE LEGEND STATES THAT BOTH WALLS ARE
 NON-BEARING WALLS. INDICATE ON THE DRAWINGS WHERE THE
 BEARING WALLS ARE LOCATED. TO SUPPORT THE ROOF.
  
 11)WILL THERE BE ADDITIONAL SUPPORT ADDEDTO CARRY
 THE WEIGHT OF THE NEW AHU-2? IF SO, SUBMIT A DETAIL
 DRAWINGSHOWING HOW THE EQUIPMENT WILL BE SUPPORTED.
  
 12)R806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES
 FORMED WHERE CEILINGS AR 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, WITH 1/8 INCH MAXIMUM OPENINGS.
  
 13)R703.2 ASPHALT-SATURATED FELT FREE FROM HOLES AND
 BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE
 FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED
 WEATHER-RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS
 OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIREDBY TABLE
 R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED
 HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE
 LOWER LAYER NOT LESS THAM 2 INCHES. WHERE JOINTS OCCUR,
 FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES.
  
 14)R319.1 WOOD JOISTS OR THE BOTTOM OF A WOOD
 STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES OR WOOD
 GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED
 GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED
 WITHIN THE PERIPHENCY OF THE BUILDING FOUNDATION, SHALL
 REQUIRE TO BE OF AN APPROVED SPECIES AND GRADE OF
 LUMBER, PRESSURE TREATED IN ACCORDANCE WITH AWPACI, OR
 DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST, OR
 CEDARS.SEE SHEET A-7 DETAIL #1 WHICH IS MISSING ALL
 DIMENTIONS RELATED TO THE STEM WALL. ARE THE FOOTERS
 BELOW GRADE? IF THEY ARE PLEASE INDICATE THE DIMENTIONS
 ON THE DRAWINGS.
  
 15)R408.1 THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF
 THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING SHALL
 BE PROVIDED WITH VENTILATION OPENINGS THROUGH
 FOUNDATIONS WALLS OR EXTERIOR WALLS. ONE SUCH
 VENTILATING OPENING SHALL BE WITHIN 3FEET OF ?EACH
 CORNER? OF SAID BUILDING.
  
 16)R408.3 ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR
 SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A
 MINIMUM OF 18 INCHES BY 24 INCHES. OPENINGS THROUGH A
 PERIMETER WALL SHALL BE 16 INCHES BY 24 INCHES. SHOW
 COMPLIANCE.
  
 17)PROVIDE A WINDOW AND DOOR HEADDER FRAMING DETAIL
 ON THE DRAWINGS. SEE INFORMATION IN PACKAGE FOR HEADERS
 AROUND WALL OPEINGS.
  
 18)TO DETERMINE THE NUMBER AND SIZE OF ROOF DRAINS
 REQUIRED, SHOW THE HEIGHT OF THE PARAPET WALL FROM THE
 ROOF DECK TO THE TOP OF THE PARAPET WALL.. ALSO STATE
 THE SQUARE FOOTAGE OF THE ROOF AND SEE SEC.R903 FOR
 MORE INFORMATION.
  
 19) NOTE: R-19 INSULATION WILL NOT FIT WITH THE 2 X 4
 STUD.
  
 20)SHOW THE CONNECTION DETAIL FROM THE FOUNDATION TO
 THE WALL FRAMING INDICATINT THE ALL CONNECTION STRAPS.
 ALSO SHOW IN DETAIL HOW THE NEW ROOF WILL TIE INTO THE
 EXISTING HOUSE.
  
 21)R602.1.2FIREBLOCKING SHALL BE PROVIDED TO CUT
 OFF ALL CONCEALED DRAFT OPENINGS AND TO FORM AN
 EFFECTIVE FIRE BARRIER BETWEEN THE WALLS AND ROOF
 SPACE. SHOW COMPLIANCE.
  
 MYRON JACOBS
 BUILDING PLANS EXAMINER
 (561) 805-6726
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-01-09 Cont ID  
Sent By btrobaug Date 2007-01-09 Time 07:31 Rev Time 0.50
Received By btrobaug Date 2007-01-09 Time 06:43 Sent To P
Notes
2007-01-09 07:31:27 
  
 DENIED/INCOMPLETE INFORMATION
  
 SUBMIT ELECRICAL PLANS FOR REVIEW INDICATING THE SCOPE
 OF WORK TO BE DONE PER 106.3.5 FBC AS AMMENDED.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-01-02 Cont ID  
Sent By adarroug Date 2007-01-02 Time 16:45 Rev Time 0.00
Received By adarroug Date 2007-01-02 Time 16:45 Sent To E
Notes
2007-01-02 16:45:49TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2007-02-12 Time   Rev Time 0.00
Received By adarroug Date 2006-12-22 Time 09:35 Sent To  
Notes
2006-12-22 09:35:30TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-01-10 Cont ID  
Sent By tgordon Date 2007-01-10 Time 11:07 Rev Time 0.25
Received By tgordon Date 2007-01-10 Time 11:07 Sent To B
Notes
2007-01-10 11:15:48*** DENIED ***
 1) BUILDING PLANS SHOW NEW AIR HANDLER TO BE INSTALLED
 IN ADDITION BUT NO MECHANICAL PLANS WERE SUBMITTED FOR
 REVIEW. PLEASE SUBMIT MECHANICAL PLANS FOR REVIEW, PER
 2004 FBC WPB AMEND. 106.3.5.4 (10).
  
 2) PLEASE SUBMIT ENERGY CALCULATIONS, PER 2004 FBC
 13-101.2.2.
  
 3) PLEASE SUBMITMANUAL J CALCULATIONS, PER 2004 FBC
 13-607.1.ABC.1 .
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-01-10 Cont ID  
Sent By mperson Date 2007-01-10 Time 15:18 Rev Time 0.55
Received By mperson Date 2007-01-09 Time 15:18 Sent To M
Notes
2007-01-09 16:57:14DENIED
 REFERENCE: FBC-2004 PLUMBING AND FBC-2004 CHAPTER 1
  
 THE FOLLOWING CORRECTIONS ARE REQUIRED FOR PLUMBING
 PLAN REVIEW IN ORDER TO MEET CODE COMPLIANCE. PLEASE
 SUBMIT PLUMBING PLANS FOR REVIEW INDICATING THE SCOPE
 OF WORK TO BE DONE PER THE FOLLOWING:
  
 1. PER FBC-2004 CHAPTER 1 SECTION 106.3.5.4 RESIDENTIAL
 (ONE AND TWO
 FAMILY) SUBMIT A PLUMBING SANITARY
 ISOMETRIC RISER DIAGRAM INDICATING ALL
 WASTE, VENTS, TRAPS WITH SIZES, AND
 CLEANOUT LOCATIONS FOR THE NEW PROPOSED PLUMBING
 INDICATED ON SHEET A-1.
 NOTE: IMPORTANT INFORMATION FOR NEW LAUNDRY PER
 FBC-2004 PLUMBING.
 (A) SECTION 406.3 WASTE CONNECTIONS.THE TRAP AND
 FIXTURE DRAIN FOR AN AUTOMATIC CLOTHES
 WASHER SHALL BE A MINIMUM OF 2 INCHES
 (51MM) IN DIAMETER. THE AUTOMATIC
 CLOTHES WASHER FIXTURE DRAIN SHALL
 CONNECT TO A BRANCH DRAIN OR DRAINAGE
 STACK A MINIMUM OF 3 INCHES (76MM) IN
 DIAMETER.
 (B) 802.4 STANDPIPES.STANDPIPES SHALL BE INDIVIDUALLY
 TRAPPED. STANDPIPES SHALL
 EXTEND A MINIMUM OF 18 INCHES (457MM)
 AND A MAXIMUM OF 42 INCHES (1066MM)
 ABOVE THE TRAP WEIR. ACCESS SHALL BE
 PROVIDED TO ALL STANDPIPES AND DRAINS
 FOR RODDING.PLEASE INDICATE STANDPIPES ON RESUBMITTAL.
 NOTE: PLEASE INDICATE STANDPIPES ON DRAWING.
 (C) 708.9 ACCESS. ACCESS SHALL BE
 PROVIDED TO ALL CLEANOUTS. PLEASE INDICATE THE CLEANOUT
 FOR WASHING MACHINNE AT FOUR FEET ABOVE FINNISH FLOOR
 (4' A.F.F.)
  
 2. SHEET A-4 INDICATES NEW DOWNSPOUTS AND SCUPPERS:
 PLEASE PROVIDE THE FOLLOWING INFORMATION.
 A} DETAIL OF ROOF INDICATING SQUARE FOOTAGE OF ROOF AND
 VERTICAL WALLS DRAINING TO DOWNSPOUTS AND SCUPPERS TO
 VERIFY COMPLIANCE WITH FBC-2004 PLUMBING SECTIONS
 1106.2 VERTICAL CONDUCTORS AND LEADERS, 1106.4 VERTICAL
 WALLS, 1106.7 SCUPPERS, AND 1107.2 SEPERATE SYSTEMS
 REQUIRED.
  
 3. SHEET A-7 SCUPPER HEAD AND LEADER DETAIL: ONE PART
 OF THE DETAIL INDICATES A 4" X 4" GALV. MET. DOWN
 LEADER, AND ANOTHER PART OF THE DETAIL INDICATES LEADER
 BEING 8", PLEASE CORRELATE THIS DETAIL FOR THE
 RESUBMITTAL SIZING THEM WITH THE TABLES FROM COMMENT
 #2.
  
 4. SHEET A-7 SCUPPER HEAD AND LEADER DETAIL: DETAIL
 FAILS TO INDICATE SIZE OF SCUPPERS PER FBC-2004
 PLUMBING SEC.1106.7, AND THERE IS NOT A DETAIL OF THE
 SECONDARY ROOF DRAIN SYSTEM PER FBC-2004 PLUMBING, SEC.
 1107.2. PLEASE REVISE THE DETAIL FOR THE RESUBMITTAL.
  
 ************IMPORTANT INFORMATION
 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.
  
 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 1 Status P Date 2006-12-29 Cont ID  
Sent By mmclean Date 2006-12-29 Time 07:20 Rev Time 0.00
Received By mmclean Date 2006-12-29 Time 07:20 Sent To I
Notes
2006-12-29 07:20:29NOTE: THE PROPOSED ADDITION SHALL NOT BE USED AS A
 SEPARATE LIVING SPACE.


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