City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Permit 07010702
Permit Number	07010702
Review Stop	B
Sequence Number	1

Notes

Date	Text
2007-02-21 12:00:14	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) 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