Plan Review Details - Permit 08010640
Plan Review Stops For Permit 08010640
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2008-03-12 Cont ID  
Sent By rmcdouga Date 2008-03-12 Time 07:52 Rev Time 0.00
Received By rmcdouga Date 2008-03-12 Time 06:45 Sent To  
Notes
2008-03-12 10:01:29NOTE: DURING THE COURSE OF THE PROJECT THE CONTRACTOR
 WILL BE REQUIRED TO PERFORM INVESTIGATIVE WORK TO
 DETERMINE THAT THE EXISTING FOOTINGS, TIE BEAMS AND
 STRUCTURE ARE ADEQUATE TO SUPPORT THE SECOND STORY
 ADDITION. ADDITIONAL DETAILS FROM THE DESIGNER OF
 RECORD MAY BE REQUIRED. FBC 106.1.2* CITY AMENDMENTS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-03-07 Cont ID  
Sent By rmcdouga Date 2008-03-07 Time 08:39 Rev Time 0.00
Received By rmcdouga Date 2008-03-07 Time 07:08 Sent To  
Notes
2008-03-07 09:25:182004 FBC W/2007 REVISIONS
 ADDITION
  
 DENIED BY BUILDING
  
 1)A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL
 BE REQUIRED.
  
 2) THE ROOF COMPONENT AND CLADDING PRESSURES (WIND
 LOAD) ON SHEET AO1 ARE INCORRECT. SEE FBC TABLE
 R301.2(2)OR SUBMIT SIGNED AND SEALED CALCULATIONS
 INDICATING HOW THE SPECIFIED PRESSURES WERE OBTAINED.
 FBC 106.1.2* CITY AMENDMENTS.
  
 3) THE FASTENING OPTION SPECIFIED ON PAGE 18 OF THE
 PRODUCT APPROVAL FOR THE GAF BUILT UP ROOF SYSTEM HAS A
 MAXIMUM DESIGN PRESSURE OF -75 PSF WHICH IS TOO LOW FOR
 THE CORNER AREAS OF THE FLAT ROOF WHICH HAVE AN UPLIFT
 OF -89 PSF PER TABLE R301.2(2). SUBMIT RAS 117
 CALCULATIONS FOR ENHANCED FASTENING AS REQUIRED BY
 LIMITATION #7 OF THE PRODUCT APPROVAL. SEE COMMENT # 18
 OF THE FIRST REVIEW. RULE 9B-72 FBC 106.1.2* CITY
 AMENDMENTS.
  
 4) NOTE: DURING THE COURSE OF THE PROJECT THE
 CONTRACTOR WILL BE REQUIRED TO PERFORM INVESTIGATIVE
 WORK TO DETERMINE THAT THE EXISTING FOOTINGS, TIE BEAMS
 AND STRUCTURE ARE ADEQUATE TO SUPPORT THE SECOND STORY
 ADDITION. ADDITIONAL DETAILS FROM THE DESIGNER OF
 RECORD MAY BE REQUIRED. FBC 106.1.2* CITY AMENDMENTS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-02-04 Cont ID  
Sent By rmcdouga Date 2008-02-04 Time 10:35 Rev Time 0.00
Received By rmcdouga Date 2008-02-04 Time 10:35 Sent To P
Notes
2008-02-04 14:47:162004 FBC W/2007 REVISIONS
 ADDITION
  
 DENIED 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) SHOW COMPLIANCE WITH 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. 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. THE
 DISTANCE TO THE PROPERTY LINE AT THE SIDE AND REAR IS 5
 FEET. SHOW DISTANCE TO STRUCTURES ON ADJACENT
 PROPERTIES AT THESE LOCATIONS.
  
 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.
  
 5) 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
 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT.
  
 6) SPECIFY HOW TERMITE PROTECTION WILL BE PROVIDED. SEE
 FBC R320.1.
  
 7) SHOW COMPLIANCE WITH R311.5.3.2 TREAD DEPTH. WINDER
 TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES
 (254 MM) MEASURED AS ABOVE AT A POINT 12 INCHES (305)
 MM FROM THE SIDE WHERE THE TREADS ARE NARROWER.WINDER
 TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES
 (152 MM) AT ANY POINT.WITHIN ANY FLIGHT OF STAIRS, THE
 GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM)
 WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3
 / 8 INCH (9.5 MM).
  
 8) SPECIFY THE REQUIRED FOOTING SIZE FOR THE EXISTING
 FOOTINGS, IN ORDER TO ADEQUATELY SUPPORT THE SECOND
 FLOOR ADDITION. FBC 106.1.2* CITY AMENDMENTS
  
 9) DURING THE COURSE OF THE PROJECT THE CONTRACTOR WILL
 BE REQUIRED TO PERFORM INVESTIGATIVE WORK TO DETERMINE
 THAT THE EXISTING FOOTINGS AND TIE BEAMS ARE ADEQUATE.
 FBC 106.1.2* CITY AMENDMENTS
  
 10) SPECIFY THE REQUIRED FOOTER SIZE FOR THE POINT
 LOADING THAT IS LOCATED WHERE THE TW0 4 X 4 COLUMNS
 SUPPORTING THE WALL AND ROOF LOADS ABOVE ARE LOCATED.
 FBC 106.1.2* CITY AMENDMENTS
  
 11)SPECIFY THE ROOF PITCH FOR THE CLAY TILE PORCH
 ROOF ABOVE THE GARAGE DOORS. FBC 106.1.1* CITY
 AMENDMENTS
  
 12)PROVIDE ADDITIONAL STRUCTURAL INFORMATION FOR THE
 SLOPED PORCH ROOF ABOVE THE GARAGE DOORS. SPECIFY THE
 ATTACHMENTS OF THE ROOF TO THE STRUCTURE. SPECIFY ALL
 OF THE FASTENERS AND CONNECTORS. SPECIFY THE FRAMING
 MEMBER SIZES AND SPACING.FBC 106.1.1* CITY
 AMENDMENTS
  
  
 13) SPECIFY THE HANGERS AND CONNECTORS FOR THE WB-1
 BEAMS AT THE TERRACE ROOF. FBC 106.1.1* CITY
 AMENDMENTS
  
 14) SPECIFY THE FASTENING REQUIREMENTS FOR THE ROOF
 SHEATHING AS REQUIRED BY FBC R803.2.3.1.
 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.
  
 15) PROVIDE A DETAIL OF THE FRAMING AT THE WINDOW
 OPENINGS. SPECIFY THE HEADER SIZE, CONNECTORS, ETC. FBC
 106.1.1* CITY AMENDMENTS
  
 16) SHOW COMPLIANCE WITH R806.1. VENTILATING OPENINGS
 SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH,
 WIT H 1 / 8 INCH (3.2 MM) MINIMUM TO 1/4 INCH (6.4 MM)
 MAXIMUM OPENINGS.
  
 17)FBC 106.3* CITY AMENDMENTS 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.
  
 18) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED
 IN THE POLYGLASS MODIFIED BITUMEN ROOFING SYSTEM
 PRODUCT APPROVAL WILL BE INSTALLED. SPECIFY THE
 FASTENING OPTION AND DESIGN PRESSURE THAT WILL BE USED.
 SUBMIT SIGNED AND SEALED RAS 117 CALCULATIONS FOR
 ENHANCED FASTENING FROM A FLORIDA LICENSED ARCHITECT,
 ENGINEER OR REGISTERED ROOF CONSULTANT AS REQUIRED BY
 LIMITATION #7 OF THE PRODUCT APPROVAL.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2008-02-27 Cont ID  
Sent By btrobaug Date 2008-02-27 Time 12:18 Rev Time 0.00
Received By btrobaug Date 2008-02-27 Time 12:04 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2008-01-28 Cont ID  
Sent By btrobaug Date 2008-01-28 Time 14:54 Rev Time 0.00
Received By btrobaug Date 2008-01-28 Time 14:25 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-03-11 Cont ID  
Sent By adarroug Date 2008-03-11 Time 16:47 Rev Time 0.00
Received By adarroug Date 2008-03-11 Time 16:47 Sent To B
Notes
2008-03-11 16:47:27TO "RMCDOUGAL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-02-21 Cont ID  
Sent By adarroug Date 2008-02-21 Time 11:14 Rev Time 0.00
Received By adarroug Date 2008-02-21 Time 11:14 Sent To Z
Notes
2008-02-21 11:15:06TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-02-04 Cont ID  
Sent By rmcdouga Date 2008-02-04 Time 10:35 Rev Time 0.00
Received By rmcdouga Date 2008-01-28 Time 11:38 Sent To  
Notes
2008-01-28 11:38:52TO "SFR" "Z"
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2008-02-27 Cont ID  
Sent By tgordon Date 2008-02-27 Time 15:57 Rev Time 0.25
Received By tgordon Date 2008-02-27 Time 15:57 Sent To P
Notes
2008-02-27 15:59:00CLOTHES DRYER VENT ONLY. NO A/C WORK TO BE DONE.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2008-01-29 Cont ID  
Sent By tgordon Date 2008-01-29 Time 14:39 Rev Time 0.30
Received By tgordon Date 2008-01-29 Time 14:39 Sent To P
Notes
2008-01-29 14:54:20PLAN 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.).
  
 *** DENIED ***
 1) PLEASE SUBMITCOOLING LOAD CALCULATIONS, SEE 2004
 FBC 13-607.1.ABC.1.
  
 2) PLEASE SHOW ON MECHANICAL PLAN PAGE 05, ALL REGISTER
 (GRILL) SIZES, AND ALL DUCK WORK WITH SIZES (SUPPLY AND
 RETURN), SEE 2004 WPB AMEND. 106.3.5.4 (10).
  
 3) THE GAS CLOTHES DRYER IS IN A CONFINED SPACE PLEASE
 SUBMIT COMBUSTION AIR CALCULATIONS AND PROVIDE
 COMBUSTION AIR, SEE 2004 FBC/R G2407.1 AND G2407.5.1.
  
 4) I WAS NOT ABLE TO FIND THE TRANE A/C SYSTEM LISTED
 ON THE PLAN IN THE ARI DIRECTORY WEB-SITE, PLEASE CHECK
 MODEL NUMBERS AND CORRECT OR SUBMIT AN ARI CERTIFICATE,
 SEE 2004 FBC 13607.1.AGC.3.1.1.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2008-03-03 Cont ID  
Sent By mperson Date 2008-03-03 Time 15:28 Rev Time 0.00
Received By mperson Date 2008-03-03 Time 15:28 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2008-02-05 Cont ID  
Sent By mperson Date 2008-02-05 Time 08:57 Rev Time 0.00
Received By mperson Date 2008-02-05 Time 08:57 Sent To PC
Notes
2008-02-05 09:29:07PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING 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.).
  
 PLUMBING PLAN REVIEW:
 DENIED:
  
 THE FOLLOWING CORRECTIONS/INFORMATION ARE REQUIRED FOR
 PLUMBING PLAN REVIEW TO MEET CODE COMPLIANCE.
  
 1. SHEET A03 IS INDICATING IS INDICATING PRIMARY AND
 SECONDARY ROOF DRAINAGE, PLEASE PROVIDE THE FOLLOWING
 INFORMATION FOR THESE REQUIRED DRAINS.
  
 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.
  
 2. SHEET A05 SAITARY ISOMETRIC THE FOLLOWING
 CORRECTIONS ARE REQUIRED.
  
 (A) FBC-PLUMBING 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) FBC-PLUMBING SECTION *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.
 **INDICATE THE REQUIRED STANDPIPE FOR THE WASHING
 MACHINE.
  
 (C) FBC-PLUMBING SECTION *708.3.5 BUILDING DRAIN AND
 BUILDING
 SEWER JUNCTION. THERE SHALL BE A TWO-WAY
 CLEANOUT NEAR THE JUNCTION OF THE
 BUILDING DRAIN AND THE BUILDING SEWER.
  
 (D) FBC-PLUMBING SECTION *708.7 MINIMUM SIZE.
 CLEANOUTS SHALL
 BE THE SAME NOMINAL SIZE AS THE PIPE
 THEY SERVE UP TO 4 INCHES (102MM).
 **CLEANOUT FOR THE WASHING MACHINE SHALL BE 3".
  
 (E) FBC-PLUMBING SECTION *708.9 ACCESS. ACCESS SHALL
 BE
 PROVIDED TO ALL CLEANOUTS.
 **CLEANOUT FOR THE WASHING MACHINE SHALL BE LOCATED AT
 4' A.F.F.
  
 (F) FBC-PLUMBING SECTION *1002.3 (5) PROHIBITED TRAPS.
 THE "S" TRAP BEING INDICATED FOR THE SINK IS PROHIBITED
 AND A VENT IS REQUIRED FOR THE SINK PER FBC-PLUMBING
 SECTION *901.2.1 VENTING REQUIRED.
  
 ********IMPORTANT INFORMATION********
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION
 AND REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
 NOTE: THERE IS ONLY ONE CORRECTED DRAWING
 IN RED INK ON THE INDICATED PLAN SHEETS BY THIS PLANS
 EXAMINER FOR REFERENCE FOR THE
 RESUBMITTAL.
  
 END OF COMMENTS:
  
 REVIEW BY: MIKE PERSON
 PLUMBING PLANS EXAMINER
 PHONE= (561) 805-6730
 FAX= (561) 805-6731
 E-MAIL= [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2008-02-22 Cont ID  
Sent By choops Date 2008-02-22 Time 11:51 Rev Time 0.00
Received By choops Date 2008-02-22 Time 11:51 Sent To E
Notes
2008-02-22 11:53:41***APPROVED - RESUB #1 - A/C REMOVED FROM PLANS***
  
 PROVISOS:
 1)ADDITION SHALL NOT EXCEED 25 FEET IN HEIGHT,
 MEASURED FROM GRADE.
 2)ADDITION SHALL BE SETBACK A MINIMUM OF 5 FEET FROM
 BOTH THE REAR AND SIDE PROPERTY LINES.
  
  
  
  
 SENT TO "E" - BT
Review Stop Z ZONING
Rev No 1 Status F Date 2008-01-29 Cont ID  
Sent By choops Date 2008-01-29 Time 12:02 Rev Time 0.00
Received By choops Date 2008-01-29 Time 12:02 Sent To M
Notes
2008-01-29 12:06:11***FAILED***
  
  
 1)INDICATE SETBACK DIMENSIONS FROM PROPOSED A/C
 EQUIPMENT TO ALL PROPERTY LINES.AS PER SECTION
 94-305(B)(4) OF THE ZLDRS: MECHANICAL EQUIPMENT MAY NOT
 PROJECT MORE THAN 4' INTO A REQUIRED SETBACK.NOTE:
 A/C CONDENSER MUST MAINTAIN A MINIMUM SETBACK OF 8.5'
 FROM THE REAR PROPERTY LINE.
  
  
 QUESTIONS/COMMENTS, CONTACT CHRIS HOOPS,
 ZONING TECHNICIAN (561)805-6720
  
  
  
  
  
 SENT TO "M" - SF RACK


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