City of West Palm Beach eGovPlus

Plan Review Details - Permit 10030158

Plan Review Stops For Permit 10030158

Review Stop	AD			ADDRESSING
Rev No	1	Status	P	Date	2010-03-05			Cont ID
Sent By	jnguyen			Date	2010-03-05	Time	09:35	Rev Time
Received By	jwitmer			Date	2010-03-05	Time	08:45	Sent To

Notes

2010-03-05 09:31:50	THIS PERMIT WAS FOR THE CONSTRUCTION OF A BOARDWALK IN
	THE SOUTH COVE NATURAL AREA (NO EXISTING PARCEL
	BOUNDARY WITH A PCN#). I HAVE EXAMINED THE SITE PLANS &
	DECIDED TO ISSUE IT THE UNOFFICIAL ADDRESS OF 690 S
	FLAGLER DR UNDER THE CITY OF WEST PALM BEACH PCN#
	74434328090160010. I CALLED ERIC ANDERSON & LEFT HIM A
	MESSAGE TO INFORM HIM OF THE ADDRESS. IN COMMUNITYPLUS
	UNDER PCN# 74434328090160010, I HAVE MOVED THIS PERMIT
	RECORD FROM SEQUENTIAL UNIT RECORD 0116 - 145 @ TRINITY
	PL TO SEQUENTIAL UNIT RECORD 0117 - 690 @ S FLAGLER DR.
	PLEASE IMPLEMENT THIS CORRECTION ON THE ORIGINAL PERMIT
	APPLICATION BECAUSE I WAS ONLY PROVIDED WITH A COPY.

	JOHN NGUYEN
	GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	MIS DEPARTMENT
	OFFICE: (561) 822-1239
	FAX: (561) 822-1249
	[email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2010-05-26			Cont ID
Sent By	jwitmer			Date	2010-05-10	Time	10:48	Rev Time	0.77
Received By	jwitmer			Date	2010-05-10	Time	10:48	Sent To

Notes

2010-05-10 10:51:51	BUILDING PLAN REVIEW
	PERMIT: 10030158
	ADD: 690 S FLAGLER DR
	CONT: TO BE DETERMINED
	CONTACT: ERIC ANDERSON/ ENVIRONMENTAL ANALYST
	TEL: (561)233-2514

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC SUPPLEMENTS
	* WEST PALM BEACH AMENDMENTS

	DESIGNER OF RECORD
	JASON HANCHUK P.E.
	PHONE: NOT PROVIDED!

	1) AT THIS TIME NO CONTRACTOR HAS SIGNED ON, WILL NEED
	TO VERIFY LICENSURE BEFORE ISSUANCE OF PERMIT!

	BUILDING PROVISO: SHEET B9 RAMP AND STEP DETAIL. TO
	PROVIDE EDGE PROTECTION PER FLORIDA D.O.T. STANDARDS
	FOR PEDESTRIAN WALKWAYS.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2010-03-29			Cont ID
Sent By	jwitmer			Date	2010-03-29	Time	13:32	Rev Time	4.40
Received By	jwitmer			Date	2010-03-29	Time	08:55	Sent To

Notes

2010-03-29 13:32:32
	BUILDING PLAN REVIEW
	PERMIT: 10030158
	ADD: 690 S FLAGLER DR
	CONT: TO BE DETERMINED
	CONTACT: ERIC ANDERSON/ ENVIRONMENTAL ANALYST
	TEL: (561)233-2514

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC SUPPLEMENTS
	* WEST PALM BEACH AMENDMENTS

	DESIGNER OF RECORD
	JASON HANCHUK P.E.
	PHONE: NOT PROVIDED!

	1ST REVIEW
	ACTION: DENIED




	1) PLEASE PROVIDE 2 SETS OF DOCUMENTS THAT ARE TO BE
	PERMITTED. ONE SET OF CONSTRUCTION DOCUMENTS SO
	REVIEWED DOCUMENTS SHALL BE RETAINED BY THE BUILDING
	OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE
	APPLICANT, AND SHALL BE KEPT AT THE SITE OF WORK AND
	SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR
	A DULY AUTHORIZED REPRESENTATIVE. WEST PALM BEACH
	CONSTRUCTION SERVICES ADMINISTRATIVE CODE 106.3.1. THE
	DEPARTMENT OF THE ARMY ALSO REQUEST ONE SET OF
	DOCUMENTS TO BE AVAILABLE AT THE CONSTRUCTION SITE.

	2) MISSING DESIGN CRITERIA: 110.2* W. P. B.
	ADMINISTRATIVE CODE, INFORMATION THAT IS REQUIRED FOR
	RECORD KEEPING & FOR CERTIFICATE OF OCCUPANCY:
	A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT IS
	DESIGNED.
	B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
	PROVISIONS OF CHAPTER 3.
	A-5 OCCUPANCY. ASSEMBLY USES INTENDED FOR PARTICIPATION
	IN OR VIEWING OUTDOOR ACTIVITIES.
	C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 5,
	TABLE 503.
	D) THE OCCUPANT LOAD, SEE 1004.

	3) MISSING INFORMATION: DESIGN CRITERIA LIVE LOADS
	DESIGNED TO TABLE 1607.1.(40).

	4) MISSING WIND DESIGN CRITERIA: 1604.4 EVERY STRUCTURE
	SHALL BE DESIGNED TO RESIST THE OVERTURNING EFFECTS
	CAUSED BY LATERAL FORCES SPECIFIED IN THIS CHAPTER. SEE
	SECTION 1609 FOR WIND AND SECTION 1610 FOR LATERAL SOIL
	LOADS.



	1603.1.4 WIND DESIGN DATA. THE FOLLOWING INFORMATION
	RELATED TO WIND LOADS SHALL BE SHOWN, REGARDLESS OF
	WHETHER WIND LOADS GOVERN THE DESIGN OF THE
	LATERAL-FORCE-RESISTING SYSTEM OF THE BUILDING:
	4.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

	4.2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
	CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
	AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.

	4.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
	UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
	DIRECTION SHALL BE INDICATED.

	4.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.

	4.5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
	IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
	OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
	SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
	PROFESSIONAL.

	5) 1802.2.1 QUESTIONABLE SOIL. WHERE THE
	CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
	ARE IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
	THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
	OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
	BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
	PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6.

	1802.2.4 PILE AND PIER FOUNDATIONS. PILE AND PIER
	FOUNDATIONS SHALL BE DESIGNED AND INSTALLED ON THE
	BASIS OF A FOUNDATION INVESTIGATION AND REPORT AS
	SPECIFIED IN SECTIONS 1802.4 THROUGH 1802.6 AND SECTION
	1808.2.2.

	1808.2.2 GENERAL. PIER AND PILE FOUNDATIONS SHALL BE
	DESIGNED AND INSTALLED ON THE BASIS OF A FOUNDATION
	INVESTIGATION AS DEFINED IN SECTION 1802, UNLESS
	SUFFICIENT DATA UPON WHICH TO BASE THE DESIGN AND
	INSTALLATION IS AVAILABLE.

	THE INVESTIGATION AND REPORT PROVISIONS OF SECTION 1802
	SHALL BE EXPANDED TO INCLUDE, BUT NOT BE LIMITED TO,
	THE FOLLOWING:
	1. RECOMMENDED PIER OR PILE TYPES AND INSTALLED
	CAPACITIES.
	2. RECOMMENDED CENTER-TO-CENTER SPACING OF PIERS OR
	PILES.
	3. DRIVING CRITERIA.
	4. INSTALLATION PROCEDURES.
	5. FIELD INSPECTION AND REPORTING PROCEDURES (TO
	INCLUDE PROCEDURES FOR VERIFICATION OF THE INSTALLED
	BEARING CAPACITY WHERE REQUIRED).
	6. PIER OR PILE LOAD TEST REQUIREMENTS.
	7. DURABILITY OF PIER OR PILE MATERIALS.
	8. DESIGNATION OF BEARING STRATUM OR STRATA.
	9. REDUCTIONS FOR GROUP ACTION, WHERE NECESSARY.


	6) SHEET B2 INDICATES THE USE OF IPE WOOD TO BE USED
	FOR DECKING, SIDE RAILS AND TOP RAILS, PLEASE PROVIDE
	TESTING DOCUMENTATION FOR FLAME SPREAD AND SMOKE
	DEVELOPMENT. SEE TABLE 803.5 NON-SPRINKLERED BUILDINGS.
	THIS IS A EXTERIOR USE BUT INCLUDED IN THIS TABLE ARE
	TYPE A-5 OCCUPANCIES ( A-5 OCCUPANCY. ASSEMBLY USES
	INTENDED FOR PARTICIPATION IN OR VIEWING OUTDOOR
	ACTIVITIES). IT APPEARS THIS FINISH SHOULD BE A ???A???
	TYPE RATING.
	803.1. CLASS A: FLAME SPREAD 0-25; SMOKE-DEVELOPED
	0-450.

	7) ANOTHER ISSUE WITH B2 IS THE GRATING SIZE OF 1 ??
	INCHES SQUARE. PLEASE REVIEW :
	11-4.5.4 GRATINGS. IF GRATINGS ARE LOCATED IN WALKING
	SURFACES, THEN THEY SHALL HAVE SPACES NO GREATER THAN
	1/2 INCH (13 MM) WIDE IN ONE DIRECTION [SEE FIGURE
	8(G)]. IF GRATINGS HAVE ELONGATED OPENINGS, THEN THEY
	SHALL BE PLACED SO THAT THE LONG DIMENSION IS
	PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL [SEE
	FIGURE 8(H)].

	8) SHEET B9 INDICATES ON THE LAND SIDE OF THE PROJECT A
	RAMP. THIS RAMP INDICATES A SLOPE OF 1:20 WHICH
	QUALIFIES NOT NEEDING HANDRAILS BUT THE REQUIREMENT FOR
	EDGE PROTECTION IS STILL REQUIRED. 1010.9 EDGE
	PROTECTION. EDGE PROTECTION COMPLYING WITH SECTION
	1010.9.1 OR 1010.9.2 SHALL BE PROVIDED ON EACH SIDE OF
	RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS.

	9) SHEET B9 & B10 INDICATED A STAIR WITH THREE RISERS
	MEASURING 7 INCHES OR A TOTAL RISE OF 21 INCHES. THE
	PLANS INDICATE AN ELEVEN INCH TREAD PLEASE REVIEW
	1003.5.1 WHERE A CHANGE IN LEVEL MEANS OF EGRESS NOT
	EXCEEDING 21 INCHES (533 MM) IS ACHIEVED BY A STAIR,
	THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE 13
	INCHES (330 MM) AND THE PRESENCE AND LOCATION OF EACH
	STEP SHALL BE READILY APPARENT.

	10) SHEET B9 THE HANDRAIL INDICATED ON THE LEFT SIDE OF
	THE STAIR IS MISSING THE HORIZONTAL EXTENSION PARALLEL
	WITH THE FLOOR OR GROUND SURFACE. 11-4.9.4

	11) SHEET B9 THE HANDRAIL TO THE RIGHT SIDE OF THE
	STAIR IS NOT DEPICTED. B10 DETAIL# 1 DOES NOT INDICATE
	THE HANDRAIL NOR HANDRAIL EXTENSIONS SHALL COMPLY WITH
	11-4.4(1) PROTRUDING OBJECTS. . PLEASE ALSO PROVIDE THE
	DIMENSION FROM THE BOTTOM OF THE RETURN ON THE HANDRAIL
	TO GRADE.

	12) SHEET B10 DETAIL1 THE STEP BOARDWALK TERMINATION
	DETAIL. PLEASE PROVIDE THE ELEVATIONS AT THE BULKHEAD
	AND THE END OF THE TRANSITION WHERE THE 1: 20 SLOPE
	ENDS, ALSO PROVIDE THE DISTANCE BETWEEN THE TWO POINTS
	SO THIS AREA CAN BE REVIEWED TO DETERMINE IF THIS IS TO
	BE CONSIDERED A RAMP WITH HANDRAIL REQUIREMENTS.
	11-4.8.

	13) SHEET B7 DETAIL# 1 INDICATES THE USE OF GALVANIZED
	ROOFING PANELS AND NOA, NOTICE OF ACCEPTANCE REPORT
	WHICH IS A MIAMI-DADE REPORT. NO SUCH REPORT WAS
	SUBMITTED AT THIS TIME, THE PLANS ALSO DO NOT PROVIDE
	WIND PRESSURES FOR THIS STRUCTURE. RULE 9B-72(31)(D).


	A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

	INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & 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
	THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
	DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
	NOTICE.

	OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
	- 5:00 PM.

	JIM WITMER C. B. O.
	COMMERCIAL COMBINATION PLAN REVIEW

	TEL: (561)805-6715
	FAX: (561)805-6731
	E-MAIL: [email protected]

	PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
	CUSTOMER SERVICE SURVEY AT:
	WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES

	CONSTRUCTION SERVICES HOME PAGE
	HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP

	PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
	LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
	REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
	THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
	THEREFORE SUBJECT TO PUBLIC DISCLOSURE.

	MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
	FLORIDA SAVING LIVES AND PROPERTY SINCE 1953

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	P	Date	2010-03-25			Cont ID
Sent By	dlauderm			Date	2010-03-25	Time	14:19	Rev Time	10.00
Received By	dlauderm			Date	2010-03-25	Time	14:19	Sent To	FIRE

Notes

2010-03-25 14:21:57	CSD COMMENTS FOR PERMIT 10030158:
	REVIEWER: DEAN S. LAUDERMILK, PROJECT COORDINATOR
	IF YOU HAVE ANY QUESTIONS CONTACT ME AT: DIRECT DIAL:
	494-1083, FAX: 494-1116, EMAIL: [email protected]
	PLAN FOR BOARDWALK IS PASSED WITH THE FOLLOWING
	PROVISOS:
	THE COUNTY MAY WISH TO WAIT AND MEET WITH JOAN
	GOLDBERG, PRIOR TO MAKING ANY CHANGES TO THE LAND SIDE
	PLAN. SHE IS ON VACATION AND IS EXPECTED BACK ON APRIL
	5TH. THE FOLLOWING COMMENTS SHOULD BE CONSIDERED AS THE
	PRELIMINARY ESD REVIEW, SOME OF THE OUTSTANDING ISSUES
	INCLUDE (BUT WILL NOT BE LIMITED TO):
	A. THE EXISTING BIKE PATH/PEDESTRIAN WALKWAY, FROM
	OKEECHOBEE BLVD. TO BANYAN IS 16' WIDE. IN PLACES WHERE
	IT NARROWS DOWN TO 12' THERE IS ANOTHER 4' WIDE GRAVEL
	PATH THAT RUNS IN PARALLEL. A DISCUSSION WAS HELD WITH
	ASSISTANT CITY MANAGER ED BALBIS, P.E., TO SEE IF THE
	LOST 7'-10" WIDE SECTION WHERE THE RAMP IS GOING TO BE
	PLACED WILL NEED TO BE PUT BACK, REQUIRING THE
	RELOCATION OF AT LEAST 2 - 14' TALL PEDESTRIAN PATH
	LIGHTS, FOUR TREES, IRRIGATION LINES, ELECTRIC BOXES,
	AND PLANTS. IT SHOULD BE WIDENED, BUT THE FINAL
	DECISION NEEDS TO BE MADE BY JOAN GOLDBERG.
	B. IF THE EXISTING PATH NEEDS TO BE WIDENED IT WILL
	NEED TO MATCH THE EXISTING DESIGN AND USE THE SAME
	MATERIALS (PAVERS). ESD WILL SUPPLY A COPY OF THE PLAN
	FOR THE WALK WAY, IF REQUIRED.
	C. WHEN THE RAMP IS BUILT THE NEW PLANTER BETWEEN THE
	WALKWAY AND THE RAMP WILL NEED TO BE IRRIGATED. THE
	CITY WILL SUPPLY A COPY OF THE IRRIGATION AS-BUILTS
	WHEN WE RECEIVE THEM. THE PLAN WILL NEED TO SHOW THIS
	WORK.
	D. THE NEW RAMP WILL NEED TO MEET THE CITY PAVER
	DESIGN. ESD WILL SUPPLY A COPY OF THE PLAN, IF
	REQUIRED.
	E. THE BOARDWALK WILL NOT HAVE LIGHTS, SO IT WILL BE
	UNSAFE TO USE AT NIGHT. A GATE MAY NEED TO BE SUPPLIED
	TO LOCK DOWN THE BOARDWALK FROM SUNSET TO SUNRISE.
	F. WORK IN THE FLAGLER DRIVE ROW WILL NEED TO EITHER
	STOP OR BE COMPLETED PRIOR TO AND DURING THE EVENTS
	THAT TAKE PLACE IN THE FLAGLER DRIVE AREA. TOWARDS THIS
	END WE OBTAINED A COPY OF THE EVENT SCHEDULE SO THE
	LAND SIDE CONSTRUCTION CAN BE COORDINATED WITH THE
	EVENTS. IT WILL BE SENT TO THE COUNTY VIA EMAIL. THE
	SCHEDULE MAY CHANGE SO KEEP IN CONTACT WITH NICOLE
	MARTIN, EVENT SPECIALIST, COMMUNITY EVENTS DIVISION, AT
	561-822-1527 OR EMAIL HER AT [email protected].
	G. WHERE THE LANDING STARTS THERE IS A 30" RCP STORM
	LINE COMING THRU THE SEAWALL AT AN INVERT ELEVATION OF
	-4.85. EITHER THE LEDGE THAT IS TO BE BUILT TO HOLD THE
	SPARTINA (GRASS) WILL NEED TO BE MOVED OR THE STORM
	LINE WILL NEED TO BE EXTENDED UNDER THE LEDGE TO ALLOW
	THE STORMWATER SYSTEM TO WORK. ANOTHER SUGGESTION BY
	ONE OF OUR ENGINEERS WAS TO BUILD A BOX AROUND THE END
	OF THE LINE IN THE INTRACOASTAL TO ALLOW THE WATER TO
	FLOW OUT OVER THE GRASS. SINCE THE COUNTY PLAN IS NOT
	TO SCALE AND HAS NO MEASUREMENTS SHOWING THE DISTANCES
	BETWEEN THE LEDGES ALONG THE SEAWALL, WE WILL SUPPLY AN
	AS-BUILT (IN AUTO-CAD) FOR THE COUNTY'S USE TO CHECK
	OTHER POSSIBLE CONFLICTS WITH STORM LINES. (SNAP SHOT
	DELETED FROM REVIEW, SEE WORD DOCUMENT EMAILED TO THE
	COUNTY).
	H. DETAIL FROM AS-BUILT SHOWS TIE-IN FROM NEW SEAWALL
	TO EXISTING SEAWALL (BY FDOT) WITH RAILING ON TOP. I
	VISUALLY CHECKED AND IT APPEARS TO BE BUILT THIS WAY.
	THIS WILL AFFECT THE RAILING DESIGN AS SUBMITTED. WILL
	SUPPLY AS-BUILT (IN AUTO-CAD) FOR THE COUNTY'S USE TO
	CHECK OTHER POSSIBLE CONFLICTS. (SNAP SHOT DELETED FROM
	REVIEW, SEE WORD DOCUMENT EMAILED TO THE COUNTY).

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	N	Date	2010-04-29			Cont ID
Sent By	jwitmer			Date	2010-04-29	Time	08:02	Rev Time	0.00
Received By	jwitmer			Date	2010-04-29	Time	08:02	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2010-05-18			Cont ID
Sent By	mawillia			Date	2010-05-18	Time	12:52	Rev Time	0.00
Received By	mawillia			Date	2010-05-18	Time	12:42	Sent To

Notes

2010-05-18 12:52:41	***APPROVED***

	AS WAS PREVIOUSLY DONE ON 03/25/2010, PLAN SHEETS 2,
	B2, AND B9 WERE STAMPED, INITIALED, AND DATED.

	CAPT. MICHAEL A. WILLIAMS
	FIRE PLAN REVIEW
	561-805-6722

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2010-03-25			Cont ID
Sent By	mawillia			Date	2010-03-25	Time	15:43	Rev Time	0.00
Received By	mawillia			Date	2010-03-25	Time	15:07	Sent To

Notes

2010-03-25 15:44:35	***APPROVED***

	PLAN SHEETS 2, B2, AND B9 WERE STAMPED, INITIALED, AND
	DATED.

	CAPT. MICHAEL A. WILLIAMS
	FIRE PLAN REVIEW
	561-805-6722

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2010-04-29			Cont ID
Sent By	jwitmer			Date	2010-04-29	Time	08:03	Rev Time	0.00
Received By	jwitmer			Date	2010-04-29	Time	08:03	Sent To

Notes

2010-04-29 08:05:20

INCOMING TO C-14

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2010-04-14			Cont ID
Sent By	shill			Date	2010-04-14	Time	16:34	Rev Time	0.00
Received By	shill			Date	2010-03-08	Time	14:37	Sent To

Notes

2010-03-08 14:39:03

TO C-15

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2010-06-21			Cont ID
Sent By	kdfreema			Date	2010-06-21	Time	11:20	Rev Time	0.00
Received By	kdfreema			Date	2010-06-21	Time	11:20	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2010-04-13			Cont ID
Sent By	aaponte			Date	2010-04-13	Time	16:01	Rev Time	0.00
Received By	aaponte			Date	2010-04-13	Time	16:01	Sent To

Notes

2010-04-13 16:07:48	WITH THE CONSTRUCTION OF THE ACCESS RAMP, THE SIDEWALK
	GETS REDUCED TO LESS THAN 8 FEET. PLEASE CONTACT JOAN
	GOLDBERG, PROJECT MANAGER FOR THE WATERFRONT PROJECT,
	TO DETERMINE IS THE SIDEWALK NEEDS TO BE WIDEN.
	PROPOSED PROJECT REQUIRES DAC SPECIAL REVIEW. PLEASE
	SUBMIT DAC APPLICATION.