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Plan Review Details - Project Z16060060

Plan Review Stops For Project Z16060060

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	07-13-2016			Cont ID
Sent By	rbrown			Date	07-13-2016	Time	15:37	Rev Time	0.00
Received By	rbrown			Date	07-13-2016	Time	15:37	Sent To

Notes

2016-07-13 15:37:56	DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
	COMMENTS:

	1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
	SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
	FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
	ADDRESSED FOR PERMITTING.

	2. ACCESSIBLE PARKING SPACE DISTRIBUTION. SHEET A-G,
	GARAGE PLAN, SHOWS ONLY ONE ACCESSIBLE PARKING SPACE
	ADJACENT TO THE ELEVATORS SERVING THE SOUTH RESIDENTIAL
	BUILDING, AND IT SHOW NO ACCESSIBLE SPACES NEAR THE
	ELEVATORS SERVING THE RESIDENTIAL UNITS AT THE EAST END
	OF THE MAIN BUILDING. PER SECTION 208.3 OF FLORIDA
	ACCESSIBILITY CODE, ACCESSIBLE PARKING SPACES ARE TO BE
	LOCATED ON THE SHORTEST POSSIBLE ROUTE OF TRAVEL FROM
	ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE FOR EACH
	BUILDING. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL
	COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY CODE

	3. VAN ACCESSIBLE PARKING SPACES. NONE OF THE PROPOSED
	ACCESSIBLE PARKING SPACES ARE NOTED AS VAN ACCESSIBLE.
	PER SECTION 208.2.4 OF FLORIDA ACCESSIBILITY CODE, ONE
	IN EVERY SIX ACCESSIBLE SPACES (AT LEAST ONE) IN A
	PARKING STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND
	DESIGNED IN ACCORDANCE WITH SECTION OF 502 OF FLORIDA
	ACCESSIBILITY CODE (VERTICAL CLEARANCE NOT LESS THAN 98
	INCHES AT SPACE AND VEHICULAR ACCESS ROUTE)

	4. CONSTRUCTION TYPE. WHEN SUBMITTED FOR BUILDING
	PERMIT, THE PLANS SHALL SHOW THAT THE TYPE OF
	CONSTRUCTION FOR THE BUILDINGS WILL BE IN ACCORDANCE
	WITH THE HEIGHT, AREA AND OCCUPANCY LIMITATIONS IN
	CHAPTER 5 OF THE FLORIDA BUILDING CODE

	5. HORIZONTAL SEPARATION. WHEN SUBMITTED FOR BUILDING
	PERMIT, COMPLIANCE WITH ALL BUILDING SEPARATION,
	PERCENTAGE OF OPENINGS AND OPENING PROTECTIVE
	REQUIREMENTS OF CHAPTERS 6 AND 7 OF THE FLORIDA
	BUILDING CODE SHALL BE VERIFIED.

	6. ENCLOSED PARKING GARAGES. IF THE PARKING GARAGE DOES
	NOT HAVE WALL OPENINGS, OR SUFFICIENT WALL OPENINGS TO
	MEET THE DEFINITION OF AN OPEN PARKING GARAGE, IT WILL
	BE CONSIDERED AN ENCLOSED PARKING GARAGE AND MUST HAVE
	EXHAUST SYSTEMS. THE EXHAUST SYSTEMS SHALL BE DESIGNED
	TO MINIMIZE NOISE LEVELS USING INLINE FAN SILENCERS OR
	OTHER APPROVED METHODS.

	7. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
	AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
	WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
	FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
	GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
	OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
	SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.

	8. BUILDING ADDRESSES. EACH SEPARATE BUILDING SHALL
	HAVE A SEPARATE ADDRESS. FOR STREET ADDRESSING, CONTACT
	MICHAEL ORIO, GIS SUPPORT SPECIALIST, AT (561) 494
	1080, OR BY EMAIL: [email protected]

	9. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
	TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. FOR ADVICE
	ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
	ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
	PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
	[email protected]

	10. THE PROPERTY LINE THAT SEPARATES THE PROPOSED EL
	FLAMINGO PROJECT FROM THE SINGLE FAMILY RESIDENCE LOT
	TO THE EAST SHALL EITHER BE MOVED, SO THAT THE EL
	FLAMINGO PARKING GARAGE ACCESS RAMP DOE NOT CROSS THE
	PROPERTY LINE, OR A UNITY OF TITLE OTHER LEGAL
	INSTRUMENT SHALL BE PROVIDED TO DEMONSTRATE CONTROL
	OVER FUTURE DEVELOPMENT AND USE OF THE SINGLE FAMILY
	RESIDENCE LOT.

	ROBERT BROWN
	BUILDING OFFICIAL
	TEL: 561 805 6652
	EMAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date		Cont ID
Sent By	llouie			Date	Time	Rev Time	0.00
Received By	tward			Date	Time	Sent To

Notes

2016-07-13 12:07:52	PLAN REVIEW STARTED BY ANOTHER REVIEWER IN ERROR UNDER
	THE WRONG DISCIPLINE. SEE REVIEW # 2 FOR BUILDING
	DIVISION COMMENTS.

Review Stop	ENG - PPRC		ENGINEERING - PPRC
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	07-12-2016			Cont ID
Sent By	pleduc			Date	07-12-2016	Time		Rev Time	0.00
Received By	pleduc			Date	07-12-2016	Time	15:30	Sent To

Notes

2016-07-12 15:33:50	THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
	FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
	BEACH FIRE RESCUE.

	THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
	DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
	ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
	ARE SUBMITTED FOR PERMIT.

	THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
	PROPOSED PROJECT.

	BOTH BUILDINGS:

	1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
	WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
	PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
	PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
	TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
	STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
	MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
	PROTECTION.

	2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
	IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
	ALL CONSTRUCTION ACTIVITIES.

	3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
	ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
	ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
	AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
	WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.

	4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
	REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
	ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.

	5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
	THE 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
	INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.

	WHAT TYPE OF OCCUPANCY WILL THIS PROPOSED PROJECT BE,
	MIXED USE, SEPARATED, NON-SPEPARATED? PLEASE PROVIDE
	DETAILS.

	6. ALL PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A,
	PARKING STRUCTURES AND NFPA 101, THE LIFE SAFETY CODE,
	INCLUDING MORE SPECIFICALLY, CHAPTER 42 STORAGE
	OCCUPANCIES (PARKING STRUCTURES)



	EL FLAMINGO:

	7. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA
	14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THIS
	STRUCTURE. TEMPORARY STANDPIPES ARE REQUIRED WHEN THE
	BUILDING REACHES THREE LEVELS OR THIRTY FEET WHILE
	BEING CONSTRUCTED.
	SEPARATE SHOP DRAWINGS, ARE REQUIRED TO BE SUBMITTED,
	REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU
	PRIOR TO ANY INSTALLATION.

	HIGH RISES SHALL HAVE TWO SEPARATE SOURCES OF WATER
	SUPPLY.

	6.4.5.4* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED
	NOT MORE THAN 100 FT (30.5 M) FROM THE NEAREST FIRE
	HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY.

	18.3 WATER SUPPLIES.
	18.3.1* AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING
	THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE
	PROVIDED TO ALL PREMISES UPON WHICH FACILITIES,
	BUILDINGS, OR PORTIONS OF BUILDINGS ARE HEREAFTER
	CONSTRUCTED OR MOVED INTO THE JURISDICTION.

	THE APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH
	SECTION
	18.4. PER NFPA 14 SECTION 7.12.2, HIGH-RISE BUILDINGS
	SHALL HAVE AT LEAST TWO REMOTELY LOCATED FIRE
	DEPARTMENT CONNECTIONS FOR EACH ZONE.

	PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
	FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
	POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
	APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
	CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
	AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
	SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
	AND ANY PERFORMANCE BASED INFORMATION SUCH AS
	PRE-ENGINEERED SYSTEMS.
	FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
	PRIMARY AND SECONDARY POWER SOURCES?

	8. A CLASS "A" NFPA 72 COMPLIANT MONITORED FIRE ALARM
	SYSTEM IS REQUIRED FOR THIS STRUCTURE. SEPARATE SHOP
	DRAWINGS, ARE REQUIRED TO BE SUBMITTED, REVIEWED AND
	APPROVED BY THE FIRE PREVENTION BUREAU PRIOR TO ANY
	INSTALLATION.

	9. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
	KEYWAY SYSTEM.

	ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE FIGHTER?S
	EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA
	B44, SAFETY CODE FOR ELEVATORS.

	ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
	WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
	LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
	MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
	ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
	AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
	IN THE HORIZONTAL POSITION.

	10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
	BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
	DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
	EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
	PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
	SAFETY FEATURES AND EQUIPMENT.

	THE PROPOSED EXIT STAIRWAY SEPARATION OF THE NORTH-EAST
	APARTMENTS MAY NOT MEET THE MINIMUM SEPARATION
	REQUIREMENT; NO DIMENSIONS ARE PROVIDED.

	THE PROPOSED 5TH FLOOR POOL DECK EXITS MAY NOT MEET THE
	OCCUPANCY LOAD EXIT REQUIREMENT; NO DIMENSIONS OR
	OCCUPANCY LOADS PROVIDED AND/OR DOOR SWING NOT OPENING
	IN THE PATH OF TRAVEL.

	11. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
	DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
	ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
	FIRE PREVENTION.
	ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
	DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
	BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
	FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
	OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
	ARRIVING EMERGENCY VEHICLES.

	12. COMMAND ROOM
	THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
	CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
	THE FOLLOWING FEATURES:
	A. SHALL BE A MINIMUM OF 200 FT SQUARED WITH A MINIMUM
	DIMENSION OF 10 FT.
	B. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
	C. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
	ACCESS TO THE PUBLIC TELEPHONE SYSTEM
	D. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL
	FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF
	EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING
	EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION
	OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
	BARRIERS AND SMOKE PARTITIONS
	E. A WORK TABLE.
	F. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
	FOR THE BUILDING.
	G. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
	CONTROL UNIT.
	H. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
	THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
	I. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION
	SYSTEMS.
	J. CONTROLS FOR UNLOCKING STAIRWAY DOORS SIMULTANEOUSLY
	K. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
	PANELS
	L. EMERGENCY AND STANDBY POWER STATUS INDICATORS
	M. FIRE PUMP STATUS INDICATORS
	N. GENERATOR SUPERVISION DEVICES AND MANUAL START AND
	TRANSFER FEATURES.
	O. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
	BY OTHER SECTIONS OF THIS CODE
	P. CONTROLS REQUIRED FOR SMOKE CONTROL
	Q. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
	A17.1.
	R. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
	SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
	PROVIDED

	13. RADIO

	NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
	RADIO ENHANCEMENT SERVICES.

	11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
	RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
	COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
	DETERMINED BY THE AHJ.

	MAINTAIN A MINIMUM RADIO SIGNAL STRENGTH OF 102.0 DBM
	FOR THE RADIO SYSTEM USED BY WEST PALM BEACH FIRE
	RESCUE. IF THE MINIMUM CANNOT BE MAINTAINED, A
	BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
	A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.

	14. KNOX-BOX KEY SYSTEM SHALL BE REQUIRED FOR THIS
	BUILDING.

	ANY GATES SHALL BE PROVIDED WITH KNOX KEY ACCESS LOCKS,
	PADLOCKS AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.

	15. THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH NFPA
	101, CHAPTER 9, BUILDING SERVICE AND FIRE PROTECTION
	EQUIPMENT, INCLUDING:
	THE SMOKE CONTROL SYSTEMS SHALL BE INSTALLED,
	INSPECTED, TESTED, AND MAINTAINED IN ACCORDANCE WITH
	NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS; NFPA 204,
	STANDARD FOR SMOKE AND HEAT VENTING; OR NATIONALLY
	RECOGNIZED STANDARDS, ENGINEERING GUIDES, OR
	RECOMMENDED PRACTICES, AS APPROVED BY THE AUTHORITY
	HAVING JURISDICTION.

	THE ENGINEER OF RECORD SHALL CLEARLY IDENTIFY THE
	INTENT OF THE SYSTEM, THE DESIGN METHOD USED, THE
	APPROPRIATENESS OF THE METHOD USED, AND THE REQUIRED
	MEANS OF INSPECTING, TESTING, AND MAINTAINING THE
	SYSTEM.

	ACCEPTANCE TESTING SHALL BE PERFORMED BY A SPECIAL
	INSPECTOR IN ACCORDANCE WITH SECTION 9.9.




	EL CORDOVA:

	7. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA
	14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THIS
	STRUCTURE. TEMPORARY STANDPIPES ARE REQUIRED WHEN THE
	BUILDING REACHES THREE LEVELS OR THIRTY FEET WHILE
	BEING CONSTRUCTED.
	SEPARATE SHOP DRAWINGS, ARE REQUIRED TO BE SUBMITTED,
	REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU
	PRIOR TO ANY INSTALLATION.

	8. A CLASS "A" NFPA 72 COMPLIANT MONITORED FIRE ALARM
	SYSTEM IS REQUIRED FOR THIS STRUCTURE. SEPARATE SHOP
	DRAWINGS, ARE REQUIRED TO BE SUBMITTED, REVIEWED AND
	APPROVED BY THE FIRE PREVENTION BUREAU PRIOR TO ANY
	INSTALLATION.

	9. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
	KEYWAY SYSTEM.

	ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE FIGHTER?S
	EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA
	B44, SAFETY CODE FOR ELEVATORS.

	ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
	WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
	LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
	MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
	ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
	AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
	IN THE HORIZONTAL POSITION.

	10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
	BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
	DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
	EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
	PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
	SAFETY FEATURES AND EQUIPMENT.

	THE PROPOSED POOL DECK EXITS MAY NOT MEET THE OCCUPANCY
	LOAD EXIT REQUIREMENT; NO DIMENSIONS OR OCCUPANCY LOADS
	PROVIDED AND/OR DOOR SWING NOT OPENING IN THE PATH OF
	TRAVEL.

	11. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
	DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
	ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
	FIRE PREVENTION.

	ALL NEW FIRE HYDRANTS AND FDC'S PLANNED FOR THIS
	DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
	BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
	FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
	OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
	ARRIVING EMERGENCY VEHICLES.

	12. RADIO

	NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
	RADIO ENHANCEMENT SERVICES.

	11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
	RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
	COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
	DETERMINED BY THE AHJ.

	MAINTAIN A MINIMUM RADIO SIGNAL STRENGTH OF 102.0 DBM
	FOR THE RADIO SYSTEM USED BY WEST PALM BEACH FIRE
	RESCUE. IF THE MINIMUM CANNOT BE MAINTAINED, A
	BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
	A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.

	13. KNOX-BOX KEY SYSTEM SHALL BE REQUIRED FOR THIS
	BUILDING.

	ANY GATES SHALL BE PROVIDED WITH KNOX KEY ACCESS LOCKS,
	PADLOCKS AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.

	14. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
	DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.

	15. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
	PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
	THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.

	PETER LEDUC
	FIRE MARSHAL
	561-804-4709
	[email protected]

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	07-12-2016			Cont ID
Sent By	rcaranci			Date	07-12-2016	Time	14:07	Rev Time	0.00
Received By	rcaranci			Date	07-12-2016	Time	14:07	Sent To

Notes

2016-07-12 14:08:07	FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
	PROJECT: 2000 S DIXIE CAREFREE Z16060060
	JULY 12, 2016
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:

	1. TREE INVENTORY ON SHEET TS-1 DOES NOT MATCH THE TREE
	SURVEY PROVIDED. PLEASE ADDRESS THE FOLLOWING:
	? UNKNOWN TREES NEED TO BE IDENTIFIED ON ALL SHEETS
	? TREES ON PARCEL 3 NEED TO BE INCLUDED ON THE SURVEY
	AND INVENTORY
	? TREES 65, 66, AND 67 ARE NOT LOCATED ON THE SUBJECT
	PROPERTY, AND ARE NOT SHOWN ON THE SURVEY
	? TREES LOCATED ON THE SUBJECT PROPERTY NEED TO BE
	SEPARATED FROM THE TREES LOCATED OFF PROPERTY IN THE
	RIGHT OF WAYS IN THE MITIGATION CHART. REPLACEMENT
	CANOPY SHOULD ALSO BE SEPARATED.

	2. PLEASE PROVIDE A LANDSCAPE PLAN FOR LOT 3 MEETING
	THE MINIMUM REQUIREMENTS FOR RESIDENTIAL LANDSCAPING
	PER SECTION 94-442(B)(2)A.

	3. PLEASE PROVIDE AN OPEN SPACE DIAGRAM TO DEMONSTRATE
	THE AREAS PROVIDED AS OPEN SPACE AND LANDSCAPE AREAS ON
	SITE WITHIN THE PROPERTY LINES TO PROVIDE REFERENCE FOR
	THE WAIVER REQUESTS.

	4. PLEASE PROVIDE MEASUREMENTS AND CALCULATIONS FOR THE
	BUFFER TREES REQUIRED FOR ALL BUFFER LENGTHS PER
	SECTION 94-443 B. AND INDICATE HOW MANY WILL BE
	ELIMINATED THROUGH THE WAIVER REQUESTS.

	5. PLEASE CALCULATE THE SHADE TREES FLOWERING TREES AND
	SHRUBS REQUIRED USING 40 PERCENT OPEN SPACE AND SHOW
	WHAT WILL BE PROVIDED WITH THE WAIVER REQUEST.

	6. PLEASE PROVIDE THE DROUGHT TOLERANCE LEVEL FOR EACH
	PLANT SPECIES ON THE PLANT LIST CHARTS TO VERIFY
	PERCENTAGES CLAIMED WITH THE FLORIDA FRIENDLY LANDSCAPE
	REQUIREMENTS OF SECTION 94-442 (G).

	7. PLEASE SEPARATE MATERIAL IN THE PLANT LIST FOR THE
	ONSITE AND OFFSITE LANDSCAPING, AND FOR THE ROOFTOP
	POOL DECK.



	8. PLEASE PROVIDE LOCATIONS OF LIGHTING ON THE
	LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.

	9. PLEASE SHOW LOCATIONS OF ROOT BARRIERS TO PROTECT
	INFRASTRUCTURE AND TREES FROM CONFLICTS. THIS INCLUDES
	WATER, SEWER, DRAINAGE, SIDEWALKS AND CURBS, AND ANY
	FIELD STRUCTURES THAT COULD BE IMPACTED BY TREE ROOTS.

	10. PLEASE SHOW LOCATIONS OF ALL GROUND MOUNTED
	EQUIPMENT INCLUDING FPL TRANSFORMERS, A/C UNITS, ETC.,
	AND PROVIDE SCREENING FOR ALL GROUND MOUNTED EQUIPMENT
	AND UTILITIES.

	11. PLEASE INDICATE THE WIDTH OF ALL LANDSCAPE BUFFERS
	PROVIDED ON THE LANDSCAPE PLAN.

	12. PLEASE INDICATE THE WIDTH OF THE SIDEWALK ALONG S
	DIXIE. IF WIDE ENOUGH, PLEASE ADD STREET TREES WITH
	TREE GRATES. STREET TREES LOCATED IN A SIDEWALK SHALL
	HAVE STRUCTURAL SOIL EXTENDING 5 FEET IN ALL DIRECTIONS
	UP TO THE CURB. INDICATE STRUCTURAL SOIL LOCATIONS AND
	PROVIDE A TYPICAL STRUCTURAL SOIL DETAIL ON THE
	LANDSCAPE DETAIL PAGE.

	13. PLEASE PROVIDE LOCATIONS OF LIGHTING ON THE
	LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.

	14. PLEASE SHOW LOCATIONS OF ROOT BARRIERS TO PROTECT
	INFRASTRUCTURE AND TREES FROM CONFLICTS. THIS INCLUDES
	WATER, SEWER, DRAINAGE, SIDEWALKS AND CURBS, AND ANY
	FIELD STRUCTURES THAT COULD BE IMPACTED BY TREE ROOTS.

	15. PLEASE SHOW LOCATIONS OF ALL GROUND MOUNTED
	EQUIPMENT INCLUDING FPL TRANSFORMERS, A/C UNITS, ETC.,
	AND PROVIDE SCREENING FOR ALL GROUND MOUNTED EQUIPMENT
	AND UTILITIES.

	16. PLEASE PROVIDE CALCULATIONS FOR LANDSCAPING AROUND
	EACH STRUCTURE TO MEET THE 30% REQUIREMENT FOR TREES,
	SHRUBS OR HEDGES PER SECTION 94-443 (E)(1).

	17. THE ELEVATIONS SHOW GREEN PLANTS ON BALCONY
	RAILINGS ON THE UPPER FLOORS, AND SOME WALL AREAS
	COVERED WITH PLANTS OR VINES. PLEASE PROVIDE MORE
	DETAIL.

	PLEASE UNDERSTAND THAT ADDITIONAL INFORMATION MAY BE
	REQUESTED, AND STAFF MAY HAVE ADDITIONAL COMMENTS AS
	THE REVIEW PROCESS CONTINUES.
	CONDITIONS OF APPROVAL
	1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
	THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
	SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
	SERVICES DEPARTMENT, PLANNING DIVISION.

Review Stop	PARK			PARKING
Rev No	1	Status	F	Date	07-13-2016			Cont ID
Sent By	ssamuels			Date	07-13-2016	Time	12:37	Rev Time	0.00
Received By	ssamuels			Date	07-13-2016	Time	12:37	Sent To

Notes

2016-07-13 12:41:21	SEAN SAMUELS CPP
	PARKING FACILITY SUPERVISOR
	561-822-1507
	[email protected]

	PLEASE PROVIDE DETAIL SPECIFICATION OF ADA AND REGULAR
	PARKING SPACES.
	HANDICAP SYMBOL AND SIGNS PER THE CITY ZONING CODE.

Review Stop	POLICE		POLICE
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	PU			PUBLIC UTILITIES
Rev No	1	Status	F	Date				Cont ID
Sent By				Date		Time		Rev Time	0.00
Received By	lle			Date	07-12-2016	Time	18:33	Sent To

Notes

2016-07-12 18:31:41	THIS IS A PRELIMINARY REVIEW OF THE CONCEPTUAL PAVING,
	DRAINANGE, WATER AND WASTEWATER PLAN. ADDITIONAL
	COMMENTS ARE EXPECTED WHEN FULL DRAWINGS ARE SUBMITTED
	FOR ENGINEERING DEVELOPMENT APPROVAL APPLICATION:

	1. PLEASE PROVIDE THE ESTIMATED WATER AND SEWER DEMANDS
	(AVERAGE AND PEAK) AND FIRE FLOW DEMAND;
	2. CITY'S RECORD INFORMATION INDICATES THAT THE
	EXISTING WM ON BARCELONA ROAD IS 20-INCH TRANSITE/AC AT
	THE PROPOSED FIRE SERVICE LINE CONNECTION. CONSIDER
	EXTENDING A 12-INCH WM FROM S. DIXIE HWY FROM A 12-INCH
	WM STUB OUT TO THE PROPOSED CONNECTION. PLEASE PROVIDE
	PROFILE OF THE PROPOSED WM WITHIN THE ROADWAY R/W FROM
	THE POINT OF CONNECTION TO THE POINT OF SERVICE;
	3. CITY'S RECORD INFORMATION INDICATES THAT THERE IS AN
	EXISTING 3-INCH TRANSITE/AC WM RUNNING EAST-WEST FROM
	S. DIXIE TO OLIVE AVENUE BETWEEN BARCELONA ROAD AND
	CORDOVA ROAD. THIS WM WILL BE UNDER THE PROPOSED
	BUILDING (RETAIL/RESIDENTIAL/GARAGE) BETWEEN BARCELONA
	AND CORDOVA. PLEASE ADDRESS.
	4. THE CITY WILL VERIFY THAT THE EXISTING 8-INCH
	SANITARY SEWER IN THE EAST-WEST CORRIDOR BETWEEN
	FLAMINGO DRIVE AND BARCELONA ROAD ON THE DEVELOPMENT
	SITE IS PRIVATE.
	5. EXISTING UTILITY SERVICE LINES (WATER AND SEWER), IF
	NOT USED BY THE SITE REDEVELOPMENT, ARE TO BE CUT AND
	CAPPED AT THE MAIN AND REMOVED IF LARGER THAN 2 INCHES
	IN DIAMETER. PLEASE ADD THE APPROPRIATE NOTES ON THE
	WATER & WASTEWATER PLAN;
	6 PLEASE PROVIDE CCTV RECORD (VIDEO AND TV LOG) OF THE
	EXISTING SAN SEWER MAIN ON S. DIXIE HWY TO DETERMINE
	THE LOCATION OF EXISTING SANITARY SEWER LATERALS;
	7. PLEASE PROVIDE THE FIRE HYDRANT FLOW TEST DATA FROM
	EXISTING FIRE HYDRANT USED FOR DESIGN;
	8. PLEASE SHOW EXISTING WATER AND SEWER SYSTEM
	INCLUDING PIPE SIZE, MATERIAL, CONNECTIVITY, AND
	VALVING. CONTACT ENGINEERING DEPARTMENT @ 561-494-1040
	FOR SYSTEM INFORMATION. ALL INFORMATION IS TO BE FIELD
	VERIFIED BY THE DESIGN ENGINEER.
	9. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH
	STANDARD WATER AND SEWER DETAILS TO THE DETAILS SHEET.
	CONTACT THE ENGINEERING SERVICES DEPARTMENT (561)
	494-1040 FOR THE LATEST REVISED DETAILS.

	LAURA LE, P.E.
	PUBLIC UTILITIES ENGINEER
	ENGINEERING SERVICES DEPARTMENT
	401 CLEMATIS STREET, FOURTH FLOOR
	WEST PALM BEACH, FLORIDA 33401
	561-494-1040
	[email protected]

Review Stop	PW		PUBLIC WORKS
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	STORM			STORMWATER
Rev No	1	Status	F	Date	07-12-2016			Cont ID
Sent By	tward			Date	07-12-2016	Time	18:41	Rev Time	0.00
Received By	tward			Date	07-12-2016	Time	18:42	Sent To

Notes

2016-07-13 12:52:13	THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
	DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
	PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
	ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
	APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
	APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

	THE FOLLOWING COMMENTS ARE MUST BE ADDRESSED PRIOR TO
	SITE PLAN APPROVAL:

	1. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
	AVAILABLE AT
	HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?.
	PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS
	WILL NOT IMPACT THE PROPOSED PROJECT.

	2. PROPOSED STORMWATER OVERFLOW CONTROL STRUCTURES ARE
	TO BE LOCATED ONSITE AND NOT IN THE RIGHT-OF-WAY.

	3. IT APPEARS THE STORMWATER MANAGEMENT (SWM) SYSTEM
	CONSISTS OF BUBBLE-UP INLETS OUT INTO THE ROAD. THE SWM
	SYSTEM SHOULD CONNECT INTO THE NEAREST DRAINAGE SYSTEM
	(CORDOVA ROAD AND/OR S. DIXIE HIGHWAY.

	4. S. DIXIE HIGHWAY IS MAINTAINED BY THE FLORIDA
	DEPARTMENT OF TRANSPORTATION. PERMITS WILL BE NEEDED
	FROM FDOT.

	5. THE GATEWAY STRUCTURE OVER BARCELONA ROAD WILL NEED
	APPROVAL FROM THE TRAFFIC ENGINEER.

	6. APPLICATION(S) WILL NEED TO BE SUBMITTED TO THE
	TRAFFIC CALMING COMMITTEE FOR THE PROPOSED SPEED TABLES
	ON THE CITY STREETS.

	7. WHAT IS THE SEASONAL HIGH WATER TABLE ELEVATION FOR
	THE SITE AND HOW WILL GROUNDWATER TO BE CONTROLLED
	AROUND THE UNDERGROUND PARKING STRUCTURE.

	8. DRAINAGE CALCULATIONS SIGNED AND SEALED BY A FLORIDA
	REGISTERED PROFESSIONAL ENGINEER WILL NEED TO BE
	SUBMITTED DEMONSTRATING WATER QUALITY TREATMENT AND
	PEAK DISCHARGE ATTENUATION. RUNOFF VELOCITIES AND
	VOLUMES SHOULD NOT EXCEED EXISTING CONDITIONS.

	9. INDICATE MILLING AND RESURFACING LIMITS AROUND
	TRENCH CUTS ON CITY STREETS.

	10. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS
	OF ALL EXISTING AND PROPOSED UTILITIES INCLUDING BUT
	NOT LIMITED TO WATER METERS, VALVES, CLEAN-OUTS, LIGHT
	POLES, ETC. ROOT BARRIERS MAY BE REQUIRED WHERE
	PLANTINGS ARE NEAR UNDERGROUND STORMWATER, SANITARY, OR
	POTABLE WATER LINES.

	11. HOW WILL THE UNDERGROUND PARKING GARAGES DRAIN? HOW
	WILL WATER QUALITY TREATMENT BE OBTAINED?

	THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
	ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
	BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.

	1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
	BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
	THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
	CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
	ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS

	2. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF
	WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT HTT
	P://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,
	-PERMITS-APPLICATIONS

Review Stop	SURVEY		SURVEYING
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

2016-07-11 13:32:42	1. REPLAT WILL BE REQUIRED.
	2. UNDERGROUND PARKING WILL NEED DISCUSSION. NEED A
	BETTER UNDERSTANDING OF LIMITS AND DEPTH.
	3. A FDOT MMOA WILL NEED TO BE PROVIDED FOR
	IMPROVEMENTS ALONG DIXIE HWY. A DEVELOPER'S AGREEMENT
	FOR THE MMOA AND SIDE STREET IMPROVEMENTS WILL BE
	REQUIRED.
	4. 309 BARCELONA RD NEEDS TO BE ADDED TO PROJECT
	LIMITS.
	5. HOW IS GARBAGE COLLECTION TO BE HANDLED?
	6. SITE CIVIL PERMIT WILL BE REQUIRED THROUGH
	ENGINEERING SERVICES.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	1	Status	F	Date				Cont ID
Sent By				Date		Time		Rev Time	0.00
Received By	bcollins			Date	07-13-2016	Time	09:02	Sent To

Notes

2016-07-13 09:03:17	PROVIDE A TRAFFIC STUDY TO SHOW EXISTING CONDITIONS AND
	PROPOSED LANE ELIMINATION PROJECT. PROPOSED LANE
	ELIMINATION IS A 3 LANE SECTION.

	COMMENTS FROM UYEN DANG

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	07-12-2016			Cont ID
Sent By				Date	07-12-2016	Time		Rev Time	0.00
Received By	llouie			Date	07-12-2016	Time	16:55	Sent To

Notes

2016-07-12 16:59:34	GENERAL COMMENTS:

	1.) THE PROPOSED FLOOR AREA RATIO (FAR) OF 2.43 AND
	DENSITY OF 53.77 DWELLING UNITS/GROSS ACRE EXCEEDS THE
	MAXIMUM ALLOWABLE FAR OF 1.5 AND DENSITY OF 32.27
	DWELLING UNIT/GROSS ACRE ALLOWED BY COMPREHENSIVE PLAN,
	FUTURE LAND USE ELEMENT (FLUE) POLICY 1.1.3. [ZLDR
	S.94-207(A)(1)B., S.94-207(D)(5), S.94-243, TABLE
	VIII-3]

	2.) THE SCALE OF THE PROPOSED PROJECT IS SIGNIFICANTLY
	OUT OF PROPORTION WITH THE ONE AND TWO STORY
	SINGLE-FAMILY RESIDENTIAL DWELLINGS IMMEDIATELY EAST OF
	THE SUBJECT PROPERTY (EL CID HISTORIC DISTRICT). STAFF
	ADVISES THE APPLICANT TO SCALE THE PROJECT BACK (I.E.
	MASSING, DENSITY, FAR, HEIGHT) IN ORDER TO BE MORE
	COMPATIBLE WITH THE SCALE OF THE ADJACENT RESIDENTIAL
	NEIGHBORHOOD.

	3.) THE APPLICANT IS SEEKING A TOTAL OF FOURTEEN (14)
	WAIVERS FOR THE PROJECT, WHICH SEEMS EXCESSIVE. THE
	APPLICANT NEEDS TO PROVIDE MORE INFORMATION TO JUSTIFY
	THE NEED FOR EACH WAIVER (I.E. ARE THERE SITE/DESIGN
	CONSTRAINTS? WHAT ARE THE BENEFITS FOR WAIVING EACH
	REQUIREMENT AND HOW WILL IT BENEFIT THE COMMUNITY/CITY?
	WHAT ARE THE IMPACTS AND HOW ARE THE IMPACTS BEING
	MITIGATED IN THE SITE DESIGN? HAVE OTHER ALTERNATIVES
	BEEN EXPLORED? ). THE ADDITIONAL INFORMATION FOR EACH
	WAIVER IS NEEDED IN ORDER TO DETERMINE THE VALIDITY OF
	EACH WAIVER REQUEST.

	4.) A TRAFFIC PERFORMANCE STANDARDS (TPS) REVIEW LETTER
	FROM THE PALM BEACH COUNTY TRAFFIC DIVISION VERIFYING
	THAT THE PROJECT MEETS THE TPS STANDARDS OF THE COUNTY
	IS REQUIRED.

	5.) A LETTER FROM THE SCHOOL DISTRICT OF PALM BEACH
	COUNTY CONFIRMING THAT THE PROJECT MEETS CONCURRENCY
	FOR SCHOOLS IS REQUIRED.

	6.) PURSUANT TO ZLDR S.94-207(B)(1), THE PLANNED
	DEVELOPMENT SHALL COMPLY WITH SUBSECTION 94-35(C) (SITE
	DESIGN QUALITATIVE DEVELOPMENT STANDARDS). PLEASE
	PROVIDE WRITTEN STATEMENTS TO HOW EACH STANDARD OF ZLDR
	S.94-35(C) IS ADDRESSED FOR THE PROJECT.


	SITE PLAN COMMENTS:

	1.) PURSUANT TO ZLDR S.94-207(D)(8), ANY SOURCE OF
	ILLUMINATION LOCATED WITHIN A COMMERCIAL PLANNED
	DEVELOPMENT (CPD) SHALL NOT EXCEED ONE (1) FOOT CANDLE
	AT OR BEYOND THE BOUNDARIES OF SUCH DEVELOPMENT AND IN
	EXCESS OF 0.5 FOOT CANDLES WHEN MEASURED IN A
	RESIDENTIAL ZONING DISTRICT. THE APPLICANT MUST
	DEMONSTRATE HOW THIS REQUIREMENT WILL BE MET.

	2.) LOADING INGRESS AND EGRESS CONFIGURATIONS WHICH
	REQUIRE BACKING DIRECTLY ONTO A STREET FROM A LOADING
	SPACE IS PROHIBITED. THE PROPOSED LOADING AREAS DO NOT
	SEEM ADEQUATE FOR LARGER TRUCKS TO MANEUVER ON SITE.
	[ZLDR S.94-485(J)(1)]

	3.) DIMENSIONS AND DETAILS TO BE PROVIDED IN THE PLANS
	(I.E. PARKING STALL DETAIL, STALL/AISLE WIDTH
	DIMENSIONS, ETC.)


	HISTORIC PRESERVATION COMMENTS:

	1.) HPB CASE NO. 16-58 (Z16060056): CERTIFICATE OF
	APPROPRIATENESS (COA) FOR THE DEMOLITION OF ACCESSORY
	STRUCTURE AND PLACEMENT OF GARAGE RAMP ON THE WEST SIDE
	OF THE LOT:

	- PROVIDE ACCURATE SCOPE OF WORK DESCRIPTION.
	CURRENTLY, THE APPLICATION IS REQUESTING OFF-SITE
	PARKING LOT.

	- PROVIDE PICTURES OF THE GARAGE/SITE IN QUESTION.

	- PROVIDE STRUCTURAL ENGINEERING REPORTS TO WHY THE
	GARAGE NEEDS TO BE DEMOLISHED.

	- REQUIREMENTS FOR DEMOLITION ARE NOT COMPLETE. SEE
	REQUIREMENT STANDARDS IN THE COA APPLICATION (LINK: HTT
	P://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/HISTORIC-P
	RESERVATION/APPLICATIONS?PAGE=2)

	- SHOW ELEVATIONS OF NEW SITE WITHOUT GARAGE.

	- DEMONSTRATE WHY THE GARAGE CANNOT REMAIN IN PLACE.
	FROM THE SUBMITTED PLANS, IT APPEARS TO HAVE ROOM.

	2.) HPB CASE NO. 16-57 (Z16060057): CLASS B SPECIAL USE
	PERMIT TO ALLOW AN OFF-SITE ACCESSORY PARKING LOT:
	WAIVER #1 ? TO ALLOW RELIEF FROM THE 5 FT. WIDE BUFFER
	ALONG ALL PROPERTY LINES; WAIVER #2 ? TO ALLOW RELIEF
	FROM THE OPAQUE WALL ALONG THE SIDE PROPERTY LINES:

	- PROVIDE ACCURATE SCOPE OF WORK DESCRIPTION. PAGE 2 OF
	THE JUSTIFICATION STATEMENT INCLUDES AN OFF-SITE
	PARKING LOT AS WELL AS SUBTERRANEAN PARKING. SURFACE
	PARKING WILL NOT BE SUPPORTED BY STAFF.

	- WAIVER #1 DOES NOT HAVE ENOUGH JUSTIFICATION, NOR
	DOES THE LANDSCAPE PLAN REFLECT A SINGLE-FAMILY
	RESIDENCE STYLE OF LANDSCAPING AS INDICATED IN THE
	NARRATIVE. ROOM EXISTS FOR ADDITIONAL BUFFERING AND A
	MORE RESIDENTIAL PLAN.

	- WAIVER #2 DOES NOT HAVE ENOUGH JUSTIFICATION TO
	ELIMINATE THE 5 FT. HIGH WALL AT THE REAR (NORTH)
	PROPERTY LINE, EAST OR WEST PROPERTY LINE FROM RAMP
	OPENING TO THE FRONT PROPERTY LINE.

	* ONCE THESE ITEMS HAVE BEEN ADDRESSED AND ITEMS
	SUBMITTED, CASES WILL BE SCHEDULED FOR A HEARING.

	* CONTACT FRIEDERIKE MITTNER, HISTORIC PRESERVATION
	PLANNER, @ (561) 822-1457 IF THERE ARE QUESTIONS.


	INSTRUCTIONS FOR RESUBMITTAL:

	* PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
	WRITTEN FORMAT.

	* WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF TEN
	(10) COPIES, ONE (1) REDUCED COPY (8.5 BY 11), AND AN
	ELECTRONIC COPY IN .PNG FORMAT OF ALL PLANS. PLEASE
	NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO ADDITIONAL
	COMMENTS.

	* PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
	RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
	COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
	APPLICANT WILL BE ACCESSED A RESUBMITTAL FEE. SUCH FEE
	WILL BE 20% ($600) OF THE ORIGINAL APPLICATION FEE.

	*CONTACT LINDA LOUIE @ (561) 855-1458 IF THERE ARE
	QUESTIONS.