City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Permit 07090553
Permit Number	07090553
Review Stop	B
Sequence Number	1

Notes

Date	Text
2007-10-29 11:40:30	CONSTRUCTION SERVICES DEPARTMENT
	200 SECOND STREET, 3RD FLOOR,
	WEST PALM BEACH, FLORIDA33401
	TEL:561-805-6713FAX:561-805-6731

	JAMES JOHNSTON,
	BUILDING PLAN EXAMINER II
	E-MAIL:JJOHNSTON @WPB.ORG




	BASIC WIND SPEED ? MPH140

	PERMIT NO 07090553
	PROJECTMAINTENANCE FACILITY SOLID WASTE ADDRESS
	6255 N JOG ROAD

	DATE10/26/07


	BUILDINGPLANREVIEW

	FLORIDA BUILDING CODES 2004

	1
	PROJECT INFORMATION SHEETLS-1
	FBCBUILDING503
	TYPE OF CONSTRUCTION V - B
	THEB OCCUPANCY IS RATED V-B
	S-1 OCCUPANCY IS RATEDV-B
	COMMENT-PLEASE NOTE ON SHEETLS-1


	1-A
	WPB AMENDMENTS TO FBC 2004 EDITION
	BASIC WIND SPEED
	117.1 BASIC WIND SPEED. THE CITY OF WEST PALM BEACH
	FALLS ENTIRELY IN THE 140 MPH REGION COMMENT-THE
	BASIC WIND SPEED IS 140 MPH
	PLEASE NOTE ON SHEETLS-1


	1-B
	FBCBUILDING1604.5
	WIND IMPORTANCE FACTORII
	COMMENT-
	PLEASE NOTE ON SHEETLS-1

	1-C
	FBCBUILDING 1604.5
	WIND EXPOSURE
	COMMENT-
	PLEASE NOTE ON SHEETLS-1


	2
	FBCBUILDING1802.6SOIL TEST REPORT
	THE SOIL CLASSIFICATION AND DESIGN LOAD-BEARING
	CAPACITY
	SHALL BE SHOWN ON THE CONSTRUCTION DOCUMENT.
	WHERE REQUIRED BY THE BUILDING OFFICIAL, A WRITTEN
	REPORT
	OF THE INVESTIGATION SHALL BE SUBMITTED THAT INCLUDES,
	BUT NEED NOT BE LIMITED TO, THE FOLLOWING INFORMATION:
	COMMENT-PLEASE SUBMIT THE SOIL TEST REPORT FOR THIS
	PROJECT


	3
	WPB ADMENDMENT109.3.4 TERMITES. BUILDING COMPONENTS
	AND BUILDING SURROUNDINGS REQUIRED TO BE PROTECTED FROM
	TERMITE DAMAGE IN ACCORDANCE WITH SECTION 1503.6,
	SECTION 2304.13 OR SECTION 2304.11.6, SPECIFICALLY
	REQUIRED TO BE INSPECTED FOR TERMITES IN ACCORDANCE
	WITH SECTION 2114, OR REQUIRED TO HAVE CHEMICAL SOIL
	TREATMENT IN ACCORDANCE WITH SECTION 1816 SHALL NOT BE
	COVERED OR CONCEALED UNTIL THE RELEASE
	FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED COMMENT
	PLEASE PROVIDE THIS INFORMATION ON DRAWINGS


	4
	FLORIDA STATUE713.13NOTICE OF COMMENCEMENT FILE
	NOTICE WITH THE CLERK OF COURT RECORDING DIVISION. IF
	THE
	WORK DESCRIBED IN THE NOTICE IS NOT COMMENCED WITHIN
	90
	DAYS OF FILING THE NOTICE WILL BECOME NULL AND VOID.
	SUBMIT THE NOTICE AT THE TIME OF PERMIT ISSUANCE AND
	POST A COPY AT THE JOB SITE BEFORE THE FIRST
	INSPECTION.
	COMMENT-FOR YOUR INFORMATION


	5
	FBC BUILDING504.2 AUTOMATIC SPRINKLER SYSTEM
	INCREASE.
	THIS CHAPTER OF THE CODE ALLOWS THE BUILDING HEIGHT TO
	BE INCREASED BY 20? AND THE MAXIMUM NO. OF STORIES
	INCREASE BY ONE STORY
	COMMENT-FOR YOUR INFORMATION TYPE OF


	5-A
	FBC BUILDING506.3 AUTOMATIC SPRINKLER SYSTEM
	INCREASE

	COMMENT-
	AREA INCREASE WITH AUTOMATIC SPRINKLER SYSTEM IS 300
	PERCENT FOR SINGLE STORY BUILDING
	COMMENT-FOR YOUR INFORMATION

	6
	PRODUCT APPROVALS REQUIRED
	FBC 1609.1.4 AND WPB ADMINISTRATIVE CODE 106.3
	REGULATED BY DCA RULE 9B-72FLORIDA PRODUCT APPROVALS
	SUBMIT TWO COPIES OF EACH APPROVAL
	( 3 COPIES IF A THRESHOLD BUILDING ) WITH FLORIDA
	PRODUCT
	APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S
	SIGNATURE AS APPLICABLE, STATING ?TO THE BEST OF THEIR
	KNOWLEDGE THE PRODUCT APPROVAL COMPLIES WITH
	THE PLANS AND SPECIFICATIONS.
	SEE:WEB SITEWWW.FLORIDABUILDING.COM

	ALUMINUM WINDOWS
	FIXED GLASS
	MULLION TUBES
	ALUMINUM OUT -SWING DOORS
	HOLLOW METAL DOORS
	EXTERIOR GLAZED DOORS
	HURRICANE SHUTTERS
	LOUVERS,NO REPORT SUBMITTED
	ROLL UP DOOR
	COMMENT-PLEASE PROVIDE THE FOLLOWING FLORIDA PRODUCT
	APPROVALS


	7
	FBC BUILDING1609.6 SIMPLIFIED WIND LOAD METHOD.
	1609.1 APPLICATIONS.
	BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE
	DESIGNED
	TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED HEREIN.

	COMMENT-PLEASEPROVIDE THE DESIGN PRESSURE FOR THE
	WINDOWS AND DOORS, GARAGE DOORS, LOUVERS, MULLIONS


	8
	WPB AMENDMENTS TO FBC 2004 EDITION
	110.4.2 STORAGE AND FACTORY-INDUSTRIAL OCCUPANCIES. IT
	SHALL BE THE RESPONSIBILITY OF THE OWNER, AGENT,
	PROPRIETOR OR OCCUPANT OF GROUP S WHERE EXCESSIVE FLOOR
	LOADING IS LIKELY TO OCCUR, TO EMPLOY A COMPETENT
	ARCHITECT OR ENGINEER IN COMPUTING THE SAFE LOAD
	CAPACITY. ALL SUCH COMPUTATIONS SHALL BE ACCOMPANIED BY
	AN AFFIDAVIT FROM THE ARCHITECT OR ENGINEER STATING THE
	SAFE ALLOWABLE FLOOR LOAD ON EACH FLOOR IN POUNDS PER
	SQUARE FOOT UNIFORMLY DISTRIBUTED
	110.4.3 SIGNS REQUIRED.
	COMMENTIN EVERY BUILDING OR PART OF A BUILDING A SAFE
	FLOOR LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION.
	THIS SECTION REFERS TO THE MEZZANINE. PLEASE
	FURNISH THE SAFE LOAD CAPACITY AND NOT ON PLAN THE
	REQUIRED INFORMATION TO BE POSTED AT THE MEZZANINE.


	9
	FBC BUILDING 2200
	THE FOLLOWING INFORMATION IS PROVIDED FOR
	REVIEW BY THE DESIGNER OF RECORD, THE
	SPECIALITY ENGINEER, AND THE PROJECT
	ENGINEER


	10
	FBC BUILDING2223.5.3
	COMMENT THE MANUFACTURER SHALL DESIGN THE METAL SYSTEM
	BUILDING AND/OR COMPONENT SYSTEM IN ACCORDANCE WITH THE
	PROVISIONS OF CHAPTER 16
	METAL BUILDING STRUCTURAL DESIGN, PANEL WALLS INSULATED
	PANEL CEILING, PRE-ENGINEERED METAL CANOPY
	COMMENT-PLEASE PROVIDE THE SPECIAL ENGINEERING?S
	DESIGN AND SPECIFICATIONS FOR THE METAL BUILDING
	COMPONENTS


	10-A
	FBC BUILDING2223.4.1
	COMMENT -THE STRUCTURAL ENGINEER OF RECORD AND/OR THE
	ARCHITECTOF RECORD SHALL REQUIRE STRUCTURAL
	SUBMITTALS FOR REVIEW
	AS AN INDICATION THAT HIS OR HER INTENT HAS BEEN
	UNDERSTOOD
	AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. THE
	STRUCTURAL SUBMITTALS SHALL BEAR THE IMPRESSED SEAL,
	SIGNATURE AND DATE OF THE SPECIALTY ENGINEER WHO
	PREPARED THEM.

	10-B
	FBC BUILDING2222.4.8
	METAL SIDING AND ROOF PANELS SHALL BE DESIGNED, WHERE
	POSSIBLE, TO BE CONTINUOUS OVER TWO OR MORE SPANS.
	COMMENT PLEASESUBMIT THE METAL BUILDING SPECIALTY
	ENGINEERING DESIGN FOR PLAN REVIEW COMPLIANCE NOTING
	THE INFORMATION PROVIDEDHEREIN


	10-C
	FBC BUILDING2223.5.1
	COMMENT CALCULATIONS FOR DRIFT AND DEFLECTION OF THE
	METAL
	SYSTEM BUILDING SHALL BE BY THE SPECIALTY ENGINEER.


	10-D
	FBC BUILDING2223.8.4
	STRUCTURAL STANDING-SEAM ROOF SHEETS SHALL BE A
	MINIMUM
	OF 24 GAUGE [0.0239 INCH (.6 MM) NOMINAL] IN THICKNESS
	COMMENT FOR YOUR INFORMATION

	10-E
	FBC BUILDING2223.8.5
	DIRECT SCREW ATTACHED ROOF AND WALL SHEETS MAY BE USED
	AS
	DIAPHRAGMS PROVIDED THE SHEETS ARE A MINIMUM OF 24
	GAUGE
	COMMENTFOR YOUR INFORMATION

	10-F
	2222.4.3
	FBC BUILDINGMETAL SIDING AND ROOF PANELS SHALL BE
	NOT

	LESS THAN 24 GAUGE.
	COMMENTFOR YOUR INFORMATION


	10-G
	2222.4.5
	FBC BUILDINGTHE BENDING STRESS OF METAL SIDING AND
	ROOF
	PANELS SHALL BE DESIGNED USING A SAFETY FACTOR OF NOT
	LESS
	THAN 2.5.
	COMMENT FOR YOUR INFORMATION

	11
	FBC BUILDING 1600 LOADS
	COMMENT PLEASE VERIFY THE SUSPENDED GYPSUM CEILING
	SUPPORTED BY THE METAL ROOF STRUCTURE SYSTEM
	COMPONENTS
	WILL CARRY THE LOAD IMPOSED BY THIS CEILING SYSTEM.
	THIS WILL BE REFLECTED IN THE STRUCTURAL DESIGN BY THE
	METAL
	BUILDING MANUFACTURER?SSPECIALTY ENGINEER


	12
	FBC BUILDING CHAPTER 11 ACCESSIBILITY
	11-4.1.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES: NEW
	CONSTRUCTION
	SHEETC-1COMMENT PLEASE PROVIDE A DETAIL FOR THE
	5?

	WIDE HANDICAP ACCESSIBLE ISLE FROM THE PARKING LOT TO
	THE
	SIDEWALK WITH A LEVEL CONNECTION


	13
	FLORIDA BUILDING CODE BUILDING 1210.2 WALLS. COMMENT
	PLEASE NOTE ON PLAN.. WALLS WITHIN 2 FEET OF URINALS
	AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
	NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET ABOVE THE
	FLOOR


	14
	FLORIDA BUILDING CODE BUILDING 713.1 GENERAL - FIRE
	RESISTANT JOINT SYSTEM
	COMMENTOCCUPANCY SEPARATION WALL. JOINTS
	INSTALLED

	IN OR BETWEEN FIRE-RESISTANCE-RATED, WALLS,FLOOR OR
	FLOOR/CEILING
	ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL
	BE
	PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM
	DESIGNED TO RESIST THE PASSAGE OF FIRE

	15
	FBC BUILDING1207.2AIR-BORNE SOUND.
	COMMENTWALLS, PARTITIONS AND FLOOR/CEILING
	ASSEMBLIES
	SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
	PUBLIC
	OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS

	(STC) OF NOT LESS THAN 50