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Plan Review Notes

Plan Review Notes For Permit 03100381
Permit Number	03100381
Review Stop	B
Sequence Number	1

Notes

Date	Text
2003-11-07 00:00:00	UNSAT

	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) SUBMIT TWO COPIES OF A SURVEY.
	INDICATE THE FLOOD ZONE.

	4) PROVIDE DOCUMENTATION THAT LOT HAS
	BEEN SUBDIVIDED RECORDED WITH PALM BEACH
	COUNTY. PROVIDE PROPERTY CONTROL NUMBER
	FOR NEW LOT FROM PBC.

	5) PLEASE REVISE THE STRUCTURAL NOTES ON
	A1. THE STRUCTURE IS NOT LOCATED IN A
	HIGH VELOCITY HURRICANE ZONE. WEST PALM
	BEACH IS NOT IN THE HVHZ. THE INTERNAL
	PRESSURE COEFFICENT FOR AN ENCLOSED
	STRUCTURE IS + OR - 0.18. THE BASIC
	PRESSURE OF 68 PSF APPEARS TO BE TOO
	HIGH FOR THIS STRUCTURE. PLEASE SUBMIT
	YOUR CALCULATIONS.

	6) SUBMIT MANUFACTURER'S SPECIFICATIONS
	AND LISTING INFORMATION FOR THE PREFAB
	FIREPLACE.

	7) SPECIFY THE SIZE OF THE ATTIC ACCESS
	OPENINGS ON THE PLAN. FBC 2309.6

	8) SPECIFY THE REQUIRED DESIGN PRESSURES
	FOR THE TWO GARAGE DOORS.

	9) SUBMIT INFORMATION FROM THE WINDOW
	MANUFACTURER INDICATING THAT THE 3'8" X
	5'4" CASEMENT WINDOWS COMPLY WITH THE
	20" CLEAR OPENING WIDTH REQUIRED FOR
	EGRESS PER FBC 1005.4.4.

	10) SPECIFY THE TYPE OF WELD ON THE
	STEEL COLUMN BASE DETAIL ON A2.

	11) INDICATE HOW THE WIND PRESSURES FOR
	THE WINDOW AND DOOR OPENINGS WERE
	DETERMINED. SUBMIT CALCULATIONS.

	12) ON SHEET A2 THE COLUMN PADS F3 AND
	F5 ARE INCORRECTLY DESIGNATED AS
	MONOLITHIC FOOTINGS IN THE FOOTING
	SCHEDULE.

	13) INDICATE ON THE SECTIONS ON A9 THAT
	THE FINISH FLOOR ELEVATION AT HABITABLE
	AREAS IS REQUIRED TO BE 4" ABOVE FINAL
	GRADE AND THE BOTTOM OF THE FOOTER IS
	TO BE A MINIMUM OF 12" BELOW GRADE.
	SEE CITY AMENDMENTS TO FBC 1804.1.7 AND
	FBC 1804.1.3.

	14) THE FBC MECH. CODE 303.4 REQUIRES
	THAT APPLIANCES ARE PROTECTED FROM
	DAMAGE BY APPROVED BARRIERS. SPECIFY HOW
	THE GAS WATER HEATER IN THE GARAGE WILL
	BE PROTECTED.

	15) PROVIDE A SECTION/DETAIL AT THE WOOD
	FRAME TOWER INDICATING THE INSULATION,
	CEILING TYPE, ALL CONNECTORS, ETC.

	16) PROVIDE DETAIL OF THE OPENING FOR
	THE ARCH WINDOWS AT BATH #1 ON THE
	SECOND FLOOR ABOVE THE ENTRY.

	17)SPECIFY THE LOCATION AND THE MATERIAL
	FOR THE FLOOR/CEILING DRAFTSTOPPING
	SEPARATING IT INTO AREAS OF NO MORE THAN
	500 SQFT. SEE FBC 2305.2.2.

	18)1609.4.3 LOAD REDUCTION.
	WHEN STRUCTURAL EFFECTS DUE TO TWO OR
	MORE LOADS IN COMBINATION WITH DEAD LOAD
	ARE INVESTIGATED IN LOAD COMBINATIONS OF
	1609.4.1 OR 1609.4.2, THE COMBINED
	EFFECTS DUE TO THE TWO OR LOADS MULTI-
	PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
	LOADS SHALL NOT BE LESS THAN THE EFFECTS
	FROM THE LOAD COMBINATION OF THE DEAD
	LOAD PLUS THE LOAD PRODUCING THE LARGEST
	EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
	CIFIED IN THE MATERIALS SECTIONS OF THIS
	CODE OR A REFRENCED STANDARD SHALL NOT
	BE USED WITH THESE LOAD COMBINATIONS
	EXCEPT THAT A DURATION OF LOAD INCREASE
	SHALL BE PERMITTED IN ACCORDANCE WITH
	CHAPTER 23.
	PLEASE REVISE THE CONNECTOR SCHEDULE ON
	SHEET A6 TO VALUES THAT DO NOT INCLUDE A
	STRESS INCREASE ON THE STEEL CONNECTIONS
	PROVIDE THE VALUES FOR ALL OF THE
	CONNECTORS SPECIFIED.

	19) SPECIFY THE CONNECTORS FOR THE
	GIRDERS AT THE MASONRY WALLS. INDICATE
	LOCATIONS WHERE DETAIL 1 ON A6 ARE USED.

	20) PROVIDE DETAILS FOR THE DIFFERENT
	CONFIGURATIONS OF STEEL COLUMN CAPS
	SUPPORTING THE STEEL BEAM, CONCRETE BEAM
	AND WOOD GIRDERS. SOME ARE CARRYING
	BEAMS OF DIFFERENT MATERIALS CONVERGING
	FROM DIFFERENT DIRECTIONS.

	21) SUBMIT SHOP DRAWINGS FOR GUARDRAILS
	THAT INDICATE THE SPECIFIC MATERIAL,
	ANCHORING METHODS, FASTENERS, ETC.
	SPECIFY THAT INTERMEDIATE RAILS AND
	ORNAMENTAL PATTERN WILL REJECT A 4"
	SPHERE AND BOTTOM RAIL WILL REJECT A 2"
	SPHERE. SEE FBC 1015

	22) INDICATE THE DIMENSIONS OF THE
	CANTILEVER BALCONY ON THE PLAN.

	23) SPECIFY THE CONNECTORS FOR THE WOOD
	FLOOR TRUSSES.

	24) SPECIFY THE FIREBLOCKING AT THE TOP
	AND BOTTOM OF STAIR RUNS ON SHEET A9.
	SEE FBC 2305.1.4.

	25) SPECIFY ON A9 THAT THE GUARDRAILS
	FOR THE STAIRS WILL REJECT A 4" SPHERE
	FROM PASSING THROUGH THE INTERMEDIATE
	RAILS AND THE TRIANGULAR OPENING FORMED
	BY THE TREAD, RISER AND BOTTOM OF THE
	GUARDRAIL SHALL REJECT A 6" SPHERE.
	SEE FBC 1015.3. SPECIFY GUARDRAIL
	METHOD OF ATTACHMENT.

	26) CORRECT THE TYPO ON THE WALL SECTION
	ON A9. SHOULD BE SCREEN VENT.

	27) PROVIDE BUCK DETAILS FOR THE SIDES
	OF THE WINDOWS, DOORS AND GARAGE DOORS.

	28)SITE SPECIFIC ENGINEERING IS REQUIRED
	FOR THE CUSTOM FRONT DOOR. SEE THE
	ATTACHED FORM.

	29) REVISE THE ATTIC INSULATION R VALUE
	ON THE WALL SECTIONS ON A9 TO AGREE WITH
	THE ENERGY CALCULATIONS WHICH LIST THE
	ATTIC INSULATION AS R-30.

	30) REVISE THE CLAY MISSION ROOF TILE
	SPECIFIED ON THE PLAN TO CONCRETE
	MISSION TILE AS INDICATED BY THE PRODUCT
	APPROVAL SUBMITTED.

	31) PROVIDE (2) CURRENT AND COMPLETE
	COPIES OF SBCCI OR METRO-DADE PRODUCT
	APPROVALS FOR:
	- FRENCH DOORS WITH SIDELITES
	- GARAGE DOORS
	- METAL RAISED PANEL DOORS
	PRODUCT APPROVALS SUBMITTED AFTER
	OCTOBER 1, 2003 ARE REQUIRED TO COMPLY
	WITH THE FLORIDA PRODUCT APPROVAL SYSTEM
	FOR INFORMATION SEE THE STATE WEBSITE AT
	WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
	STATE APPROVAL ARE REQUIRED TO BE
	SUBMITTED WITH A COVER SHEET WHICH LISTS
	THE PRODUCT IDENTITY NUMBER FROM THE
	STATE. IF THE PRODUCT DOES NOT HAVE
	STATEWIDE PRODUCT APPROVAL, SUBMIT AN
	APPLICATION FOR LOCAL PRODUCT APPROVAL
	PER RULE 9B-72. SEE ATTACHMENT.

	32) THE WINDOWS AND DOORS ARE HAVE
	IMPACT RESISTANT GLAZING. THE PRODUCT
	APPROVALS FOR STORM PANELS ARE ONLY
	REQUIRED FOR GLAZING PROTECTION.

	33) REFER TO NOTES ON THE PLANS AND
	PLEASE SUBMIT A COPY OF THE REVIEWED
	PLANS ALONG WITH THE REVISED PLANS. THIS
	WILL HELP TO EXPEDITE THE PLAN REVIEW.

	IF YOU HAVE ANY QUESTIONS PLEASE CALL:
	ROBERT MCDOUGAL
	BLDG. PLAN REVIEW
	(561)805-6714