Plan Review Details - Permit 07010702
Plan Review Stops For Permit 07010702
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-02-21 Cont ID  
Sent By rmcdouga Date 2007-02-21 Time 12:00 Rev Time 0.00
Received By rmcdouga Date 2007-02-20 Time 17:36 Sent To  
Notes
2007-02-21 12:00:14DENIED 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) R401.4 SOIL TESTS.
 IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE,
 SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE
 BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A
 SOIL TEST TO DETERMINE THE SOIL?S CHARACTERISTICS AT A
 PARTICULAR LOCATION. THIS TEST SHALL BE MADE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD.SUBMIT A
 GEOTECHNICAL REPORT TO VERIFY THE SAFE BEARING CAPACITY
 OF THE SOIL.
  
 4) SUBMIT A SITE DRAINAGE PLANS 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.
  
 5) UPDATE THE EMERGENCY ESCAPE AND RESCUE OPENING
 INFORMATION ON A1. THE CODE IS 2004 FBC RESIDENTIAL AND
 THE SECTION IS R310.
  
 6) SPECIFY HOW THE EXISTING BEDROOM THAT IS ADJACENT TO
 THE PROPOSED MASTER BEDROOM WILL COMPLY WILL EMERGENCY
 EGRESS REQUIREMENTS OF FBC R310.
  
 7) SPECIFY HOW ATTIC ACCESS TO THE SLOPED ROOF ADDITION
 WILL BE ACHIEVED. R807.1 ATTIC ACCESS .
 IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
 CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED
 TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 )
 AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR
 GREATER.
  
 8) ON A1 THE CONSTRUCTION TYPE IN INCORRECTLY SPECIFIED
 AS TYPE I . IT SHOULD BE TYPE III-B PER 2004 FBC 602.
  
 9) FBCR322.1.1 REQUIRES AT LEAST ONE BATHROOM WITH A
 29" CLEAR OPENING. THIS INCLUDES ACCESS TO THE WATER
 CLOSET, WHICH HAS A NON-COMPLIANT DOOR SPECIFIED.
  
 10) SIGNED AND SEALED TRUSS DRAWINGS AND LAYOUTS FROM A
 FL TRUSS ENGINEERTHAT HAVE BEEN REVIEWED AND APPROVED
 IN WRITING BY THE DESIGNER OF RECORD FOR THE STRUCTURE
 REQUIRED TO BE SUBMITTED PRIOR TO INSTALLATION.
  
 11) SPECIFY ADEQUATE FOUNDATIONS FOR THE LOAD BEARING
 COLUMNS AT THE COVERED PORCH.
  
 12) SECTION B/A3 SHOWS THE FOOTINGS 6" ABOVE GRADE.
 THIS WILL REQUIRE AN 18" THICK FOOTING IN ORDER TO
 COMPLY WITH R403.1.4 WHICH REQUIRES A MINIMUM DEPTH OF
 12 " BELOW GRADE. HOWEVER, THE FOOTER SCHEDULE ON A2
 SPECIFIES 16" THICK FOOTERS.
  
 13)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 SCHEDULE ON A2 AND NOTE ON
 A3.
  
 14) SUBMIT ENERGY CALCULATIONS FOR THE ADDITION THAT
 HAVE BEEN SIGNED AND DATED BY THE PREPARER AND THE
 OWNER/AGENT. SEE FBC CHAPTER 13.
  
 15)SHOW COMPLIANCE WITH R301.2.1.2
 WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS
 REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM
 WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS
 A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING . GLAZED OPENING
 PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996
 AND OF ASTM E 1886, SSTD 12, ,OR TAS 201, 202 AND 203
 REFERENCED THEREIN.
 IF INSTALLING STORM PANELS FOR IMPACT PROTECTION,
 SUBMIT PRODUCT APPROVALS, KEY PLAN AND INSTALLATION
 SCHEDULE. SPECIFY THE FASTENER TYPE AND SPACING, THE
 CONNECTION TYPE, THE SPANS, ETC.
  
 16) THE PLANS SPECIFY A SIMPSON THA218 HANGER INSTALLED
 UPSIDE DOWN. SUBMIT PRODUCT APPROVALS AND
 MANUFACTURER'S SPECIFICATION INDICATING THAT THESE
 CONNECTORS CAN BE INSTALLED UPSIDE DOWN AND SPECIFY THE
 UPLIFT PRESSURES.
  
 17) THE PLANS SPECIFY SIMPSON TS-18 STRAPS FASTENED
 WITH NAILS AT THE CONCRETE BEAMS OF THE PROPOSED
 COVERED PORCH AND ENCLOSED PORCH. PLEASE SPECIFY A WOOD
 TO CONCRETE CONNECTOR.
  
 18) SPECIFY THE CONNECTORS FOR THE PROPOSED COVERED
 PORCH RAFTERS TO THE EXTERIOR WALL OF THE PROPOSED
 FAMILY ROOM.
  
 19) THE NOTES FOR THE HETA 20ARE MISSING THE 10 FOR
 THE D X 1-1/2 IN ROOF FRAMING PLAN ON A2.
  
 20)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. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72.
  
 21)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.
  
 22)SUBMIT PRODUCT APPROVALS FOR THE FOLLOWING:
 -WINDOWS
 - EXTERIOR DOORS
 - GLASS BLOCK
 - ASPHALT ROOF SHINGLES
 - FLAT ROOF ROOF MATERIALS
  
 VALUE HAS BEEN INCREASED BASED ON ICC BUILDING
 EVALUATION DATA TO REFLECT ACTUAL CONSTRUCTION COSTS.
 ADDITIONAL FEES ARE DUE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-01-23 Cont ID  
Sent By btrobaug Date 2007-01-23 Time 08:19 Rev Time 0.50
Received By btrobaug Date 2007-01-23 Time 07:50 Sent To P
Notes
2007-01-23 08:19:21 
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1}BATH CIRCUIT REQUIRED TO HAVE A 20 AMP RECEPTACLE
 PER 210.11(C) (3), LOCATED PER 210.52(D), AND BE GFI
 PROTECTED PER 210.8(A) (1).
  
 2} SHOW THE PHYSICAL LOCATION OF ALL SERVICE EQUIPMENT
 ON THE PLAN SO THAT COMPLIANCE WITH 230.70(A)(1) MAY BE
 REVIEWED.
  
 3} INDICATE IF THEW SERVICE ON THE PLAN IS EXISTING OR
 PROPOSED, IF NEW PER 110.9 AND 110.10: OBTAIN THE
 AVAILABLE FAULT CURRENT AT THE UTILITY
 AND CALCULATE THE SAME AT THE EQUIPMENT.
 INDICATE THE AIC RATING FOR THE
 EQUIPMENT IS EQUAL TO OR GREATER THAN
 THE AVAILABLE FAULT.
  
 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 2007-01-22 Cont ID  
Sent By adarroug Date 2007-01-22 Time 16:36 Rev Time 0.00
Received By adarroug Date 2007-01-22 Time 16:36 Sent To E
Notes
2007-01-22 16:36:58TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-02-21 Cont ID  
Sent By rmcdouga Date 2007-02-21 Time 12:00 Rev Time 0.00
Received By rmcdouga Date 2007-01-17 Time 11:32 Sent To  
Notes
2007-01-17 11:32:48TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2007-01-23 Cont ID  
Sent By tgordon Date 2007-01-23 Time 15:58 Rev Time 0.20
Received By tgordon Date 2007-01-23 Time 15:58 Sent To B
Notes
2007-01-23 15:59:40NO MECHANICAL PLANS SUBMITTED, AND NO
 MECHANICAL PERMIT NUMBER APPLIED FOR AT
 THIS TIME.
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-01-23 Cont ID  
Sent By mperson Date 2007-01-23 Time 14:03 Rev Time 0.55
Received By mperson Date 2007-01-23 Time 14:03 Sent To M
Notes
2007-01-23 14:20:40DENIED
 REFERENCE: FBC-2004 PLUMBING
  
 THE FOLLOWING CORRECTIONS ARE REQUIRED FOR PLUMBING
 PLAN REVIEW TO MEET CODE COMPLIANCE:
  
 1. SHEET A2 SANITARY RISER DIAGRAM: ISOMETRIC DOES NOT
 REFLECT THE FLOOR PLAN AND IS NOT CODE COMPLIANT.
 PLEASE REFERENCE THE CODE COMPLIANT ISOMETRIC IN RED
 INK THAT REFLECTS THE FLOOR PLAN ATTACHED TO THE
 PLUMBING COMMENTS FOR THE RESUBMITTAL. PLEASE CORRECT
 AND RESUBMIT.
  
 2. SHEET A2 SANITARY RISER DIAGRAM: PER FBC-2004
 PLUMBING SECTION 1002.3 "S" TRAPS ARE PROHIBITED.
 PLEASE CORRECT AND RESUBMIT.
  
 3. SHEET A2 SANITARY RISER DIAGRAM: PER FBC-2004
 PLUMBING SECTION 1002.1 FIXTURES SHALL NOT BE DOUBLE
 TRAPPED. WATER CLOSETS HAVE AN INTEGRAL TRAP AND ONE
 (TRAP) NEED NOT BE INDICATED FOR THE WATER CLOSET ON
 THE DRAWINGS. PLEASE CORRECT AND RESUBMIT.
  
 **********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. 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 1 Status F Date 2007-01-20 Cont ID  
Sent By mmclean Date 2007-01-20 Time 12:15 Rev Time 0.00
Received By mmclean Date 2007-01-20 Time 12:15 Sent To I
Notes
2007-01-20 12:15:56DENIED,
 1. SHALL SUBMIT A COPY OF CURRENT SURVEY OF THE
 EXISTING STRUCTURE WITH SETBACKS.
 2. NO SURVEY/S WAS SUBMITTED IN PERMIT PACKET.
  
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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