City of West Palm Beach eGovPlus

Plan Review Details - Permit 07120067

Plan Review Stops For Permit 07120067

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	P	Date	2008-12-03			Cont ID
Sent By	jgomez			Date	2008-12-03	Time	13:54	Rev Time	0.00
Received By	jgomez			Date	2008-12-03	Time	13:54	Sent To	P

Notes

2008-12-03 13:55:40

ROOF DRAINAGE/SCUPPERS.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	P	Date	2008-11-20			Cont ID
Sent By	jgomez			Date	2008-11-20	Time	10:28	Rev Time	0.00
Received By	jgomez			Date	2008-11-20	Time	10:28	Sent To

Notes

2008-11-20 10:29:20

ARCHITECT'S LETTER/ SUBMITTAL TO ADDRESS PROVISO ITEMS.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2008-02-25			Cont ID
Sent By	jgomez			Date	2008-02-25	Time	16:00	Rev Time	0.00
Received By	jgomez			Date	2008-02-25	Time	16:00	Sent To	PC

Notes

2008-02-25 16:01:45

ARCHITECT BROUGHT CORRECTED ENERGY CALCULATIONS.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2008-02-25			Cont ID
Sent By	jgomez			Date	2008-02-21	Time	16:59	Rev Time	0.00
Received By	jgomez			Date	2008-02-21	Time	16:59	Sent To	PC

Notes

2008-02-21 17:01:29	BUILDING REVIEW PROVISO:

	1- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
	9B-72 FOR ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED
	ON PLANS AND DETAILS.
	2- ROOF PITCH OF 3:12REQUIRES 2 LAYERS OF
	UNDERLAYMENT AS REQUIRED BY SEC. R905.3.3.1 2004
	FLORIDA RESIDENTIAL CODE.REVISE SPECIFICATIONS ON
	DRAWINGS AS REQUIRED.
	3- ROOF PLAN SHOWS ONLY ONE ROOF DRAIN AND SCUPPER FOR
	ENTIRE ROOF. CLARIFY IF THEY ARETHE ONLY DRAINS FOR
	THIS ROOF. AND PROVIDE DRAINAGE CALCULATIONS FOR
	PLUMBING PLAN REVIEWER PRIOR TO ROOF DRAINS
	INSTALLATION TO AVOID DELAYS OR CONFLICTS.
	4- REVISE WALL SECTIONS IN SHEET A-4PROVIDING
	COMPLETE SPECIFICATIONS FOR ANCHORS/FASTENERSSHOWING
	TRANSITION OF LOADS FROM ROOF TO FOOTINGAS REQUIRED
	BY SEC. R601.2 OF 2004 FLORIDA RESIDENTIAL CODE.
	5- REVISE ROOF SHEATHING NAIL SPACING FOR ROOF ZONE 3.
	SEE SEC. R803.2.3.1 2004 FLORIDA RESIDENTIAL CODE.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2007-12-19			Cont ID
Sent By	jgomez			Date	2007-12-19	Time	10:13	Rev Time	0.00
Received By	jgomez			Date	2007-12-19	Time	10:13	Sent To	PC

Notes

2007-12-19 10:48:39	RESIDENTIAL ADDITION, BUILDING REVIEW CHECKLIST.
	REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.

	1- NEED RECORDED NOTICE OF COMMENCEMENT DESCRIBING
	SCOPE OF WORK TO BE PERFORMED AS REQUIRED BY SEC.
	713.13 FLORIDA STATUTE.THERE IS AN EXISTING NOTICE OF
	COMMENCEMENT BUT IT WAS FOR INTERIOR DEMOLITION ONLY.

	2- PROVIDE ENERGY CALCULATIONS AS REQUIRED BY SEC.
	13-101.2.2 AND 13-101.2.3 OF FBC 2004.
	PLEASE, MAKE SUREREVISED FORM IS USED,CALCULATIONS
	ARE FILLED COMPLETELY AND OWNER/AGENT SIGNS AND DATE
	FORMS AS REQUIRED TOAVOID UNNECESSARY DELAYS.

	3- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD
	(561)233-5115) TO VERIFY IF IMPACT FEES ARE DUE. BRING
	BACK STAMPED PLANS AND COPY OF PAID RECEIPTIF FEES
	ARE DUE.

	4- PROPOSED ADDITIONEAST SIDE WALL NEEDSTO COMPLY
	WITH SEC. R302.1 AND SEC. R302.2 OF 2004 FLORIDA
	RESIDENTIAL CODE.WALL NEEDS TO BE FIRE RATED AND
	OPENINGS ARE NOT ALLOWED.CLEARLY SHOW ON SITE PLAN
	DISTANCE OF EXISTING ADJACENT STRUCTURES TO VERIFY
	COMPLIANCE WITH THISCODE SECTION.

	5- IF PLANS/ELEVATIONS ARE CHANGED, THEN PLEASE BRING
	THEM TO THE HISTORIC DEPARTMENT ON THE FIFTH FLOOR FOR
	APPROVAL RE-STAMP PRIOR TO SUBMITTAL TO THIS OFFICE TO
	EXPEDITE REVIEW PROCESS.

	6- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
	9B-72 FOR:
	A) EXTERIOR SWING DOORS. FLORIDA PRODUCT APPROVAL
	FL1893 SUBMITTED ISFOR CODE VERSION 2001.NEED TO
	PROVIDECURRENT PRODUCT APPROVAL FOR CODE VERSION 2004
	AND MAKE SURE NOA IS NOT EXPIRED.

	B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
	PLANS AND DETAILS. PROVIDE FLORIDA PRODUCT APPROVAL
	COVER PAGE AND PAGE SHOWING CONNECTOR ONLY TO SAVE
	PAPER AND EXPEDITE REVIEW PROCESS. NO NEED TO SUBMIT
	COMPLETE REPORT SHOWING ALL STRAPS.

	7- PROFESSIONAL DESIGNEROF RECORD NEEDS TO PROVIDE
	ORIGINAL SIGNATURE (AND PROVIDE DATE)ON THE PRODUCT
	APPROVALSREVIEW STAMP.RUBBER SIGNATURE IS NOT
	ALLOWED BY CHAPTER 481 OF FLORIDA STATUTE.

	8- FLAT ROOF PRODUCT APPROVAL:SELECTED ASSEMBLY ON
	PAGE 18 OF 21 OF NOA 03-0501.05 SUBMITTED IS MISSING
	THE ENHANCED NAILING CALCULATIONS FOR PERIMETER AND
	CORNER AREAS AS REQUIRED BY GENERAL LIMITATION #7.
	THERE IS A NOTE SAYING "SEE ENHANCED NAILING", BUT THIS
	INFORMATION WAS NOT PROVIDED. PLEASE, PROVIDE THIS
	INFORMATION TO VERIFY COMPLIANCE WITH UPLIFT PRESSURES
	AS REQUIRED BY SEC. R301 OF 2004 FLORIDA RESIDENTIAL
	CODE.

	9- OWES $0.74 FOR NEW ADDITIONS RADON FEES.

	10- UPDATE GENERAL SPECIFICATIONS NOTE #1 ON SHEET A-1.
	NEED TO REFERENCE2007 REVISIONS, NOT 2006. REVISE AS
	REQUIRED.

	11-SPECIFY ROOF PITCH TO VERIFY COMPLIANCE WITH SEC.
	R905.3.3.1 OF 2004 FLORIDA RESIDENTIAL CODE.

	12-ROOF DRAINAGE ON FLAT ROOF NEEDS TO COMPLY WITH
	SEC. R903.4.1 OF 2004 FLORIDA RESIDENTIALCODE.
	PROVIDE COMPLETE SPECIFICATIONS AND DETAILS SHOWING
	COMPLIANCE.

	13- SHEET A-4:
	A) SECTION AT UTILITY ROOM. CLARIFY WHY USING (2)2X4
	HEADERS LAID FLAT ABOVE THE DOORINSTEAD OF BEING
	VERTICAL .THIS IS NOT AN STANDARD CONSTRUCTION
	TECHNIQUE.SPECIFY WHICH TABLE WAS USED TO USE HEADER
	IN THIS WAY. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.

	B) PROVIDE COMPLETE SPECIFICATIONS SHOWINGHOW ARE
	THE WALLS CONNECTED TO THE FOOTING TO TRANSMIT ALL THE
	LOADS TO THE FOOTING.SECTIONS SHOWN ON THIS DRAWINGS
	ARE MISSING THIS INFORMATION.ALSO, MISSINGCOMPLETE
	SPECIFICATION FOR NEW PARAPET WALL CONNECTIONS SEC.
	R601.2 OF 2004 FLORIDA RESIDENTIAL CODE.

	C) REVISE TYPE OF NAIL TO BE USED ON ROOF SHEATHING.
	NEED TO SPECIFY MIN.8D RING SHANK NAILS AS REQUIRED
	BY SEC. R803.2.3.1 OF 2004 FLORIDA RESIDENTIAL CODE.


	JULIO GOMEZ
	BUILDING PLANS EXAMINER
	(561)805-6712

Review Stop	E			ELECTRICAL
Rev No	1	Status	N	Date	2007-12-11			Cont ID
Sent By	btrobaug			Date	2007-12-11	Time	09:45	Rev Time	0.00
Received By	btrobaug			Date	2007-12-11	Time	07:50	Sent To	M

Notes

2007-12-11 09:45:06

	ELECTRICAL PERMIT #07030918 WAS ISSUED FOR THIS
	ADDRESS, BUT THE FLOOR PLAN DOES NOT MATCH THE PLANS
	SUBMITTED WITH THIS APPLICATION, AND A REVISED
	ELECTRICAL PLAN WILL BE REQUIRED./WRT.

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2008-12-09			Cont ID
Sent By	adarroug			Date	2008-12-09	Time	08:27	Rev Time	0.00
Received By	adarroug			Date	2008-12-09	Time	08:27	Sent To	P

Notes

2008-12-09 08:27:51

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2008-11-26			Cont ID
Sent By	adarroug			Date	2008-11-26	Time	09:46	Rev Time	0.00
Received By	adarroug			Date	2008-11-26	Time	09:46	Sent To	P

Notes

2008-11-26 09:46:49

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2008-02-19			Cont ID
Sent By	adarroug			Date	2008-02-19	Time	09:41	Rev Time	0.00
Received By	adarroug			Date	2008-02-19	Time	09:41	Sent To	Z

Notes

2008-02-19 09:42:36

TO "Z" BOX/RESUB

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-12-19			Cont ID
Sent By	jgomez			Date	2007-12-19	Time	10:48	Rev Time	0.00
Received By	jgomez			Date	2007-12-06	Time	10:33	Sent To

Notes

2007-12-06 10:34:19

TO "SFR" "Z"

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	N	Date	2007-12-11			Cont ID
Sent By	tgordon			Date	2007-12-11	Time	16:47	Rev Time	0.20
Received By	tgordon			Date	2007-12-11	Time	16:47	Sent To	P

Notes

2007-12-11 16:47:48	NO MECHANICAL PLANS SUBMITTED, AND NO
	MECHANICAL PERMIT NUMBER APPLIED FOR AT
	THIS TIME.

Review Stop	P			PLUMBING
Rev No	4	Status	P	Date	2008-12-10			Cont ID
Sent By	kstevens			Date	2008-12-10	Time	10:21	Rev Time	0.00
Received By	kstevens			Date	2008-12-10	Time	10:21	Sent To

Notes

2008-12-10 10:21:38	REVISION OK -- SANITARY RISER DIAGRAM ON 8-1/2" X 11"
	SHEET.

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2008-12-03			Cont ID
Sent By	kstevens			Date	2008-12-03	Time	13:48	Rev Time	0.00
Received By	kstevens			Date	2008-12-03	Time	13:48	Sent To	B

Notes

2008-12-03 13:49:10	REVISION OK -- SHTS A-2 & A-3 ROOF SCUPPERS & EMERGENCY
	ROOF SCUPPER

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2008-02-19			Cont ID
Sent By	mperson			Date	2008-02-19	Time	16:12	Rev Time	0.00
Received By	mperson			Date	2008-02-19	Time	16:12	Sent To	B

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2007-12-13			Cont ID
Sent By	mperson			Date	2007-12-13	Time	07:59	Rev Time	0.00
Received By	mperson			Date	2007-12-13	Time	07:59	Sent To	B

Notes

2007-12-13 09:13:15	PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODES WITH
	2007 REVISIONS, CITY OF WEST PALM BEACH AMENDMENTS TO
	CHAPTER 1 (W.P.B.), FLORIDA ADMINISTRATIVE CODE
	(F.A.C.), AND FLORIDA STATUTES (F.S.).

	PLUMBING PLAN REVIEW:
	DENIED:

	THE FOLLOWING CORRECTIONS/INFORMATION ARE REQUIRED FOR
	PLUMBING PLAN REVIEW TO MEET CODE COMPLIANCE.

	1. SHEET A-1 SANITARY ISOMETRIC RISER DIAGRAM DOES NOT
	REFLECT THE FLOOR PLAN (KITCHEN SINK IS A DOUBLE BOWL
	NOT A SINGLE BOWL) AND SUBMIT MANUFACTURER'S
	SPECIFICATION SHEET OF THE INDICATED FITIING FOR THE
	WATER CLOSET, TUB, AND VENT (REFERENCE RED LINE
	CORRECTIONS OF THIS AREA). PER *106.1.1, INFORMATION ON
	CONSTRUCTION DOCUMENTS AND *106.1.2, ADDITIONAL DATA.

	2. SHEET A-1 SANITARY ISOMETRIC RISER DIAGRAM: PER
	FBC-2004 CHAPTER 1, SECTION *106.3.5.4 RESIDENTIAL (ONE
	AND TWO-FAMILY) (9) PLUMBING, PLEASE SUBMIT A PLUMBING
	SANITARY ISOMETRIC RISER DIAGRAM INDICATING ALL WASTE,
	VENTS, TRAPS AND SIZES WITH CLEANOUT LOCATIONS. **THE
	SUBMITTED DRAWING DOES NOT HAVE ALL WASTE AND TRAPS
	SIZED.

	3. SHEET A-1 SANITARY ISOMETRIC RISER DIAGRAM: THE NEW
	WASHER AND DOUBLE KITCHEN SINK MUST DRAIN DOWNSTREAM OF
	THE WET VENTED BATHROOM. PER *909.1 WET VENT
	PERMITTED.

	4. SHEET A-1 SANITARYISOMETRIC RISER DIAGRAM: THE
	WASHER IS SIZED WRONG, PLEASE CORRECT PER THE
	FOLLOWING.
	(A) 406.3 WASTE CONNECTIONS.THE TRAP AND
	FIXTURE DRAIN FOR AN AUTOMATIC CLOTHES
	WASHER SHALL BE A MINIMUM OF 2 INCHES
	(51MM) IN DIAMETER. THE AUTOMATIC
	CLOTHES WASHER FIXTURE DRAIN SHALL
	CONNECT TO A BRANCH DRAIN OR DRAINAGE
	STACK A MINIMUM OF 3 INCHES (76MM) IN
	DIAMETER.

	(B) 802.4 STANDPIPES.STANDPIPES SHALL BE INDIVIDUALLY
	TRAPPED. STANDPIPES SHALL
	EXTEND A MINIMUM OF 18 INCHES (457MM)
	AND A MAXIMUM OF 42 INCHES (1066MM)
	ABOVE THE TRAP WEIR. ACCESS SHALL BE
	PROVIDED TO ALL STANDPIPES AND DRAINS
	FOR RODDING.

	(C) 708.7 MINIMUM SIZE. CLEANOUTS SHALL
	BE THE SAME NOMINAL SIZE AS THE PIPE
	THEY SERVE UP TO 4 INCHES (102MM).
	**CLEANOUT FOR THE WASHING MACHINE SHALL BE 3".

	(D) 708.9 ACCESS. ACCESS SHALL BE
	PROVIDED TO ALL CLEANOUTS.
	**CLEANOUT FOR THE WASHING MACHINE SHALL BE LOCATED 4'
	A.F.F.

	5. SHEET A-1 SANITARY ISOMETRIC RISER DIAGRAM:PER
	*708.3.5 BUILDING DRAIN AND BUILDING
	SEWER JUNCTION. THERE SHALL BE A
	TWO-WAY CLEANOUT NEAR THE JUNCTION OF THE
	BUILDING DRAIN AND THE BUILDING SEWER.

	6. SHEET A-1 PLUMBING NOTE #1, SLOPE OF THE HORIZONTAL
	DRAINAGE PIPE SHALL BE PER THE FOLLOWING.
	704.1 SLOPE OF HORIZONTAL DRAINAGE PIPING. HORIZONTAL
	DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT
	AT UNIFORM SLOPES. THE MINIMUM SLOPE OF A HORIZONTAL
	DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TABLE 704.1
	.
	TABLE 704.1
	SLOPE OF HORIZONTAL DRAINAGE PIPE

	SIZE--MINIMUM SLOPE
	(INCHES)--(INCH PER FOOT)
	2-1/2 OR LESS--1/4
	3 TO 6--1/8
	8 OR LARGER--1/16

	******IMPORTANT INFORMATION******
	WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION
	AND REMOVE & REPLACE ANY PAGES AS NECESSARY. A
	TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
	NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
	IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
	CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
	THANK YOU FOR YOUR ANTICIPATED COOPERATION.
	NOTE: THERE IS ONLY ONE CORRECTED DRAWING
	IN RED INK ON THE INDICATED PLAN SHEETS BY THIS PLANS
	EXAMINER FOR REFERENCE FOR THE
	RESUBMITTAL.

	END OF COMMENTS:

	REVIEW BY: MIKE PERSON
	PLUMBING PLANS EXAMINER
	PHONE= (561) 805-6730
	FAX= (561) 805-6731
	E-MAIL= [email protected]

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2008-02-19			Cont ID
Sent By	choops			Date	2008-02-19	Time	13:51	Rev Time	0.00
Received By	choops			Date	2008-02-19	Time	13:51	Sent To	E

Notes

2008-02-19 13:54:57	*APPROVED - RESUB #1*

	APPROVAL PER AJV


	SENT TO "P" - MP

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2007-12-07			Cont ID
Sent By	choops			Date	2007-12-07	Time	14:25	Rev Time	0.00
Received By	choops			Date	2007-12-07	Time	14:25	Sent To	E

Notes

2007-12-07 14:31:45	*FAILED*


	1)INDICATE SETBACK DIMENSIONS FROM PROPOSED A/C
	EQUIPMENT TO THE PROPERTY LINES.AS PER SECTION
	94-305(B)(4) OF THE ZLDRS: MECHANICAL EQUIPMENT MAY NOT
	PROJECT MORE THAN 4' INTO A REQUIRED SETBACK.

	2)PROVIDE TWO (2) COPIES OF A CURRENT SURVEY.

	3)INDICATE SETBACK DIMENSIONS FROM PROPOSED
	ADDITIONS TO ALL PROPERTY LINES.NOTE:ALL NEW
	CONSTRUCTION MUST MEET CURRENT SETBACK REQUIREMENTS AS
	FOUND IN SECTION 94-94 OF THE CITY OF WEST PALM BEACH
	ZONING AND LAND DEVELOPMENT REGULATIONS:
	MINIMUM SETBACKS FOR PRINCIPAL BUILDING.
	A.FRONT: 25 FEET;
	B.CORNER: 12.5 FEET; TEN FEET IF LOT IS LESS THAN 60
	FEET WIDE;
	C.REAR: 15 FEET OR TEN PERCENT OF DEPTH, WHICHEVER
	IS LESS;
	D.SIDE: FIVE FEET MINIMUM, 15 FEET TOTAL.

	4)INDICATE HEIGHT DIMENSIONS ON ELEVATIONS (SHEET
	A-2) FROM GRADE.

	5)PURSUANT TO SECTION 94-441(C)(2) OF THE ZONING AND
	LAND DEVELOPMENT REGULATIONS (ZLDRS): AS THE VALUE OF
	THE PROPOSED WORK EXCEEDS 50% OF THE BUILDING'S VALUE,
	LANDSCAPING SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
	REGULATIONS FOUND IN ARTICLE XIV OF THE ZLDRS.PLEASE
	SUBMIT A LANDSCAPE PLAN SHOWING COMPLIANCE WITH SECTION
	94-442 AND 94-445 OF THE ZLDRS.

	6)THE PROPOSED ADDITION ON THE SW SIDE OF THE HOME
	DOES NOT MATCH BETWEEN THE SITE PLAN AND SHEETS
	A-2/A-3, PLEASE CLARIFY.PROVIDE A DEMOLITION PLAN
	SHOWING WHAT EXISTING IS TO BE REMOVED/DEMOLISHED.


	QUESTIONS/COMMENTS, CONTACT CHRIS HOOPS,
	ZONING TECHNICIAN (561)805-6720