City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Permit 07060669
Permit Number	07060669
Review Stop	B
Sequence Number	3

Notes

Date	Text
2007-10-03 10:15:03	2004 FLORIDA BUILDING CODE WITH 2006 AMENDMENTS
	UN-PERMITTED ADDITION TO SINGLE FAMILY DWELLING
	CONNECTED EXISTING DETACHED GARAGE TO EXISTING DWELLING
	AND CONVERTED TO LIVING SPACE
	WOOD FRAME AND STUCCO CONSTRUCTION

	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) THE VALUE OF THE WORK FOR THE ADDITION HAS BEEN
	INCREASED TO $ 61515.00BASED ON ICC BUILDING
	VALUATION DATA. ADDITIONAL PERMIT FEES AND RADON FEES
	OF $1193.36 ARE DUE. THE PERMIT FEES ARE BASED ON THE
	COST OF CONSTRUCTION AT THE TIME THE PERMIT WAS APPLIED
	FOR WHICH IS $94.06 PER SQFT.

	4) TWO SETS OF SIGNED AND SEALED PLANS ARE REQUIRED.
	SOME OF THE DRAWINGS DO NOT HAVE THE EMBOSSED SEAL AND
	SOME HAVE THE ENGINEER'S TITLE BLOCK BUT ARE NOT SIGNED
	AND SEALED.
	SEE FS 471 AND FAC 61G15-23.002.

	5) SUBMIT ENERGY CALCULATIONS FOR THE ADDED LIVING
	SPACE AS REQUIRED BY 2004 FBC CHAPTER 13. THE ONES THAT
	WERE SUBMITTED ARE ON THE WRONG FORM, NEED TO BE SIGNED
	BY THE OWNER/AGENT AND ARE NOT LEGIBLE. SEE THE
	MECHANICAL REVIEW COMMENTS.

	6) THE SECTION A-A ON A-1 SPECIFIES AN R-VALUE OF R-19
	FOR THE SINGLE ASSEMBLY CEILING. WHICH IS SHOWN WITH 2
	X 4 RAFTERS. R-19 INSULATION REQUIRES A MINIMUM 2 X 6
	ASSEMBLY. SEE FBC CHAPTER 13.

	7) 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.
	EXCEPTION : DETACHED GARAGES ACCESSORY TO A DWELLING
	LOCATED WITHIN 2 FEET (610 MM) OF A LOT LINE SHALL BE
	PERMITTED TO HAVE ROOF EAVE PROJECTIONS NOT EXCEEDING 4
	INCHES (102 MM).
	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.
	EXCEPTION: TOOL AND STORAGE SHEDS, PLAYHOUSES AND
	SIMILAR STRUCTURES ARE NOT REQUIRED TO PROVIDE WALL
	PROTECTION BASED ON LOCATION ON THE LOT. BECAUSE THE
	DISTANCE TO THE PROPERTY LINES IS LESS THAN 6 FEET,
	SHOW THAT THE DISTANCE TO STRUCTURES ON ADJACENT
	PROPERTY IS NOT LESS THAN 6 FEET.

	8 ) SHOW COMPLIANCE WITH R403.1.4 MINIMUM FOOTING
	DEPTH, R404.1.6 FOUNDATION HEIGHT ABOVE FINISH GRADE
	AND R319.1(5) PROTECTION AGAINST DECAY. PROVIDE
	DIMENSIONS FROM GRADE ON THE FOUNDATION SECTION THAT
	SHOWS COMPLIANCE. SEE PREVIOUS COMMENTS.

	9) SHOW COMPLIANCE WITH R301.1 DESIGN.
	BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL
	BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING
	DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS AND
	WIND LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION
	OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM
	THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF
	TRANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN
	THROUGH THE LOAD -RESISTING ELEMENTS TO THE FOUNDATION.
	PROVIDE DETAILS THAT SPECIFY THE CONNECTIONS USED TO
	COMPLY. SPECIFY THE CONNECTORS AT THE ROOF RIDGE IF
	ROOF IS FRAMED WITH RAFTERS RATHER THAN ENGINEERED
	TRUSSES AS SHOWN ON SECTION A-A ON SHEET A-1.

	10) PLEASE CLARIFY THE FRAMING OF THE ROOF ASSEMBLY FOR
	THE ADDITION AND THE GARAGE. ARE THESE 2 X 4 RAFTERS AT
	2' O.C. OR ENGINEERED TRUSSES? IF THESE ARE 2 X 4
	RAFTERS WITH THE CEILING ATTACHED DIRECTLY TO THE
	BOTTOMS OF THE RAFTERS, THE SPANS APPEAR TO BE TOO
	MUCH. SEE FBC TABLE R802.2.3.1(2). SPECIFY THE SPANS
	AND RAFTER LUMBER SPECIES AND GRADE. PROVIDE AN
	ANALYSIS SHOWING THAT THE ROOF SYSTEM IS CAPABLE OF
	WITHSTANDING THE UNIFORM AND LIVE LOADS.

	11) THE CONNECTORS SPECIFIED FOR THE RAFTERS (SIMPSON
	MST) DO NOT PROVIDE ANY LATERAL LOAD RESISTANCE AND
	WITH CATHEDRAL CEILINGS THERE IS NO CEILING DIAPHRAM.
	SPECIFY HOW THE STRUCTURE WILL RESIST THE LATERAL
	WINDLOADS. SEE FBC R801.2 AND CITY OF WPB AMENDMENTS TO
	FBC 106.1.2

	12) THE WINDOWS BESIDE THE FRONT AND REAR SWING DOORS
	ARE REQUIRED TO BE SAFETY GLAZING PER R308.1(6).

	13) SPECIFY THE EXTERIOR SOFFIT COVERING AT THE
	OVERHANGS. IF SOFFIT MATERIALS ARE VINYL OR ALUMINUM
	PRODUCT APPROVALS WILL BE REQUIRED.

	14) SUBMIT 2 COPIES OF PRODUCT APPROVALS FOR THE
	EXTERIOR SWING DOORS, THEWINDOW MULLIONS, THE ROOF
	COVERING MATERIAL, STORM PANELS AND ANY OTHER ITEMS
	REGULATED BY FAC RULE 9B-72.

	15) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR THE
	STORM PANELS. SPECIFY THE MOUNT TYPE, THE ANCHOR TYPE,
	THE ANCHOR SPACING, EDGE DISTANCE, SPANS, ETC.

	16)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.

	17)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.

	18) THE DETACHED GARAGE THAT IS CONVERTED TO LIVING
	SPACE IS REQUIRED TO COMPLY WITH EXISTING BUILDING CODE
	SECTION 807.2 FOR WINDLOADS. SUBMIT 2 COPIES OF A
	SIGNED AND SEALED WINDLOAD ANALYSIS OF THE GARAGE FROM
	FLORIDA LICENSED ENGINEER.

	ROBERT MCDOUGAL
	BLDG. PLAN REVIEW
	(561)805-6714