City of West Palm Beach eGovPlus

Plan Review Details - Permit 05091639

Plan Review Stops For Permit 05091639

Review Stop	AD			ADDRESSING
Rev No	2	Status	P	Date	2006-03-28			Cont ID
Sent By	lursu			Date	2006-03-28	Time	15:11	Rev Time	0.00
Received By	lursu			Date	2006-03-28	Time	15:10	Sent To

Notes

2006-03-28 00:00:00	NEW ADDRESS ASSIGNED TO BLDG 4:
	1596 VANDAN DR. ( EXT #0002 OFF 715 HANK
	AARON DR - MAIN SITE ADDRESS FOR THIS
	DEVELOPMENT: MIZNER LAKES)

Review Stop	AD			ADDRESSING
Rev No	1	Status	F	Date	2006-03-01			Cont ID
Sent By	lursu			Date	2006-03-01	Time	14:39	Rev Time	0.00
Received By	lursu			Date	2006-03-01	Time	14:37	Sent To

Notes

2006-03-01 00:00:00	NEED SITE PLAN AND PROPOSED STREET NAMES
	LIST BEFORE ISSUING AN ADDRESS TO BLDG
	4.CALLED THE CIVIL ENG FIRM"
	CONSULTECH"@ 1954-438-4300 TO FURNISH
	THE INFO .

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2006-02-16			Cont ID
Sent By	jwitmer			Date	2006-02-16	Time	10:23	Rev Time	4.00
Received By	jwitmer			Date	2006-02-16	Time	10:23	Sent To

Notes

2006-02-16 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 05091639MIZNER LAKES

	ADD: XXXN CONGRESS BLDG# 4

	CONT: AVS CONSTRUCTION
	TEL: (954)655-5162
	FL BLD CODE= 2001 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW
	ACTION: DENIED

	ARCH:SLATTERY & ASSOC
	2060 NW BOCA RATON BLVD
	BOCO RATON, FL
	TEL: (561) 392-3848
	FAX: (561) 392-5402

	STRUC: CHM STRUCTURAL ENG, LLC
	9200 S DADELAND, SUITE 409
	MIAMI, FL
	TEL (305) 667-1621
	FAX (305) 662-9673

	ARCHITECTURAL SHEET A.002, BUILDING
	DATA DOES NOT IDENTIFY TO WHICH CODE
	THIS BUILDING WAS DESIGNED TO. THE
	BUILDING DATA SHEET ALSO DOES NOT
	PROVIDE THE MINIMUM BUILDING DESIGN
	GOVERNED BYINTENDED OCCUPANCYSEE
	503.1.2 AND TABLE 500.

	ARCHITECTURAL SHEET A-251 INDICATES THAT
	THIS PLAN WAS DEVELOPED UNDER THE 2001
	FBC, BUT HAS CODE REFRENCES FOR THE 2004
	FBC. S-0.00 ALSO INDICATES THE PLANS
	WERE DEVELOPED UNDER THE 2001 FBC.
	NOTE A-251 OCCUPANCY R-3 IS FOR SINGLE
	FAMILY THIS WILL BE AN R2 OCCUPANCY
	CLASSIFICATION.

	THIS REVIEW WILL BE COMPLETED UNDER THE:
	2001 FBC
	TYPE: II, SPRINKLERED NFPA 13
	---NOTE---
	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUM-
	BER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICA
	TION PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. THANK
	YOU FOR YOUR ANTICIPATED COOPERATION.


	1) PROVIDE NOC RECORDED WITH THE CLERK
	OF COURT BEFORE A PERMIT CAN BE ISSUED.
	NOTE: FL S S 713.13(2) IF THE NOC IS
	RECORDED AT THE CLERK OF THE COURT AND
	WORK HAS NOT STATED WITH 90 DAYS OF
	RECORDING IT IS NULL & VOID REQUIRING
	RE-RECORDING.

	2)FL BLD CODE 1804.2.2 QUESTIONABLE
	SOILS, WHERE THE BEARING CAPACITY IS
	NOT DEFINETLY KNOWN OR IS IN QUESTION.
	WHERE THE BEARING CAPACITY OF THE SOIL
	IS NOT DEFINITLY KNOWN OR IS IN QUESTION
	THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
	ATIONS, TEST OR OTHER ADEQUATE PROOF AS
	TO THE PERMISSIBLE SAFE BEARING
	CAPACITY. REQUIRED TEST AND RECOMMENDA-
	TIONS SUBMITTED TO VERIFY BEARING CAPA-
	CITY SHALL BE CERTIFIED BY A GEOTECH-
	NICALREPORT FROM A DESIGN PROFESSIONAL
	PROPERLY LICENSED IN THE STATE OF
	FLORIDA.

	3) FBC 13-103.1.2 BEFORE A BUILDING
	PERMIT CAN BE ISSUED, THE SUBMITTED
	ENERGY CODE COMPLIANCE FORMS SHALL BE
	SIGNED BY THE BUILDING OWNER, THE
	OWNER'S ARCHETECT OR OTHER AUTHORIZED
	AGENT LEGALLY DESIGNATED BY THE OWNER.

	4) ARCHITECTURAL SHEETS ARE COPIES OF
	SIGNATURE:
	PLANS, SPECIFICATIONS,REPORTS OR
	OTHER DOCUMENTS PREPARED BY THE DESIGN
	PROFESSIONAL AND BEING FILED FOR PUBLIC
	RECORD SHALL HAVE THE SIGNATURE AND
	SEAL OF THE DESIGN PROFESSIONAL AFFIXED
	TO THE DOCUMENT.
	FL STATE STAT: 61G15-23.002 ENGINEERS
	FL ATATE STAT: 61G16.003 ARCHITECTS

	5) BEFORE A PERMIT TO CONSTRUCT, MAY BE
	ISSUED, IMPACT FEES MUST BE PAID TO PALM
	BEACH COUNTY. THE ACTUAL PERMIT
	SET OF PLANS MUST BE STAMPED BY THAT
	OFFICE, AND A COPY OF THE PAID RECEIPT
	ATTACHED TO THE PERMIT APPLICATION.
	PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

	6)WPB AMENDMENT 105.13.6. W.P.B.
	CONSTRUCTION SERVICES DEPARTMENT
	REQUEST FOR THRESHOLD BUILDINGS A
	SPECIAL INSPECTOR AS REQUIRED BY S.
	553.79(5) FLORIDA STATUTES TO THE MIN-
	IMUM INSPECTIONS REQUIRED BY THIS CODE.
	CONTACT HAROLD PISKURA MANAGER OF THE
	SPECIAL INSPECTOR PROGRAM AT (561)
	805-6711 FOR FURTHER INFORMATION BEFORE
	THE PERMIT MAY BE ISSUED.

	7) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS
	FOR THE BUILDING WHICH ARE REQUIRED TO
	BE SIGNED AND SEALED BY THE ARCHITECT OR
	ENGINEER OF RECORD CON- TAIN A STATEMENT
	THAT, TO THE BEST OF THE ARCHITECT'S PR
	ENGINEER'S KNOWLEDGE, THE PLANS AND
	SPECIFICATIONS COMPLY WITH THE
	APPLICABLE FIRE-SAFETY STANDARDS AS
	DETERMINED BY THE LOCAL AUTHORITY IN
	ACCORDANCE WITH THIS SECTION AND 633
	FLORIDA STATUTE.

	8) CONTACT LILI URSA FOR ADDRESSING
	REQUIREMENTS @ (561)822-1239.

	9) ADDITIONAL INFORMATION REQUIRED FOR
	RECORD KEEPING PURPOSES 104.1.2*:
	10C)A) FLOOD ZONE
	10C)B) FLOOD ELEVATION (IF A ZONE)
	10C)C) LOMAR (IF A ZONE)
	10C)D) NUMBER OF UNITS
	10C)E) NUMBER OF FLOORS
	10C)F) NUMBER OF BEDROOMS
	10C)G) NUMBER OF ROOMS
	10C)H) NUMBER OF BATHROOM
	10C)I) SQ FT LIVING SPACE(TOTAL)
	10C)J) SQ FT FOOT PRINT
	10C)K) SQ FT UNDER ROOF (TOTAL)

	10)SHEET A-002

	10A) AS NOTED ABOVE PLANS ARE TO
	INDICATE THE MINIMUM BUILDING TYPE,
	503.1.2& TABLE 500.

	11) SHEET A-102;

	11A)DEFINITION, TERM TOWNHOUSE:A SINGLE
	FAMILY DWELLING CONSTRUCTED IN A SERIES
	OR GROUP OF ATTACHED UNITS WITH PROPERTY
	LINES SEPARATING EACH UNIT. IF TRUELY
	TOWNHOUSE CONSTRUCTION PROVIDE A REPLAT
	OF THE LAND SHOWING INDIVUAL LOT LINES.
	OTHERWISE RENAME THESE UNITS TO SOME
	OTHER TERMINOLOGY. PLANS ARE NOT BUILT
	TO THE TOWNHOUSE STANDARD FOUND UNDER
	SECTION704.4(1-5).

	11B) THERE APPEARS TO BE NUMBERS ON
	VARIOUS ITEMS OF THE PLANS AND TO THE
	RIGHT NOTES STATING WITH # 1 BUT NO
	OTHER INFORMATION? COMPLETE.

	12 ) SHEET A.300- A.304STAIR TOWER # 1
	ON EACH FLOOR MISSING CLEARENCE AT DOOR
	TO STAIRS.18"X60" LATCH SIDE OF DOOR.
	11-4.13.6 MANEUVERING CLEARENCES
	AT DOORS. MINIMUM MANEUVERING CLEARENCES
	AT DOORS THAT ARE NOT AUTOMATIC OR
	POWER-ASSISTED SHALL BE AS SHOWN IN
	FIG. 25. THE FLOOR OR GROUND AREA WITH
	IN THE REQUIRED CLEARENCES SHALL BE
	CLEAR & LEVEL.

	13) A201/ A202
	13A) PLANS DO NOT PROVIDE A CUT SECTION
	THROUGH STAIRWAYS INDICATING COMPLIANCE
	WITH GUARDRAILS FOR HEIGHT (HEAD
	PROTECTION).COMMON PROBLEM TO ALL
	STAIRWAYS,11-4.4.2 HEAD ROOM. WALKS,
	HALLS, CORRIDORS, PASSAGEWAYS, AILES OR
	OTHER CIRCULATION SPACES SHALL HAVE 80
	INCHES MINIMUM CLEAR HEAD ROOM (SEE
	FIGURE 8(A)). IF VERTICAL CLEARENCE OF
	AN AREA

	ADJOINING AN ACCESSIBLE ROUTE IS REDUCED
	TO LESS THAN 80 IN. (NOMINAL
	DIMENSION),
	A BARRIER TO WARN BLIND OR VISUALLY-
	IMPARED PERSONS SHALL BE PROVIDED. (SEE
	FIGURE 8(C-1)).


	13B ) STAIR TOWER# 4 WINDOWS WITHIN
	10'-0" OF TOWER OPENINGS SEE 1006.1.3.2

	13C) GATES OR DOORS BY THE DRIVE-IN
	GATES ARE NOT ON DOOR SCHEDULE ?

	13D) PROVIDE THE ACCESSIBLE PATH (MEANS
	OF EGRESS)FROM THE 2 STORY LOFT UNITS ON
	THE FIRST FLOOR AROUND THE PERIMETER OF
	THE PARKING GARAGE. THE PATHWAY THAT
	BACKS UP TO THE COMMERCIAL BUILD OUT
	LATER, RIGHT SIDE OF PAGE HAS 2
	PROBLEMS,
	FIRST THE COLUMNS STICK OUT A FOOT
	MAKING A CLEAR ACCESSIBLE PATH OF ONLY
	36", THE SECOND ISSUE IS THE DOORS SWING
	OUT AS REQUIRED BY CODE BUT THEY SWING
	OVER THE MEANS OF EGRESS 36" ONLY
	LEAVING 12" CLEAR 1/2 OF THE REQUIRED
	44" IS 22" MINIMUM. ALSO SEE DOORS 107,
	108.

	13E) ON THE RIGHT SIDE OF 201- 202 THE
	COMMERCIAL AREA, IT APPEARS THERE IS A
	HANDICAPPED RAMP AND STAIRS, BUT NO
	SECTIONS THROUGH FOR FURTHER DETAILS? NO
	ELEVATIONS PROVIDED? IT APPEARS THAT THE
	EXHAUST FROM THE PARKING GARAGE IS
	WITHIN 5'-0" OF THE HANDICAPPED RAMP, IS
	THERE FLARINGS TO DIRECT EXHAUST FROM
	THE RAMP?

	13F) HANDICAPPED SPACE WITHIN PARKING
	GARAGE NEEDS TO SHOW VAN ACCESSIBLE
	PARKING.11-4.1.2(5)(B) IN PARKING
	STRUCTURES, ONE IN EVERY EIGHT
	ACCESSIBLE SPACES, BUT NOT LESS THAN
	ONE, SHALL BE "VAN ACCESSIBLE" AND SHALL
	BE DESIGNED AS REQUIRED BY 11-4.6.3.
	THE VERTICAL CLEARANCE AT SUCH SPACES
	SHALL COMPLY WITH ?11-4.6.5.ALL SUCH
	SPACES MAY BE GROUPED ON ONE LEVEL OF A
	PARKING STRUCTURE.WHEN SUCH SPACES ARE
	PROVIDED IN A PARKING STRUCTURE AND ONLY
	ONE IN EIGHT MEET THE HEIGHT REQUIREMENT
	OF 11-4.6.5, THEY SHALL BE DESIGNATED AS
	REQUIRED BY 11-4.6.4.

	13G) PROVIDE MORE INFORMATION, PLANS
	INDICATE A TRASH ROOM # 103 BUT THERE IS
	AN AREA # 124 TRAASH AREA? EXPLAIN?THIS
	AREA IS NOT AUTOMOBILE STORAGE BUT A S1
	STORAGE REQUIRING A 3HR SEPERATION. SEE
	TABLE 704.1.

	13H) THE 2 STORY LOFT UNITS DO NOT HAVE
	EXIT ACCESS CORRIDORS TO THESE UNITS.
	EXIT ACCESS CORRIDORS WILL BE REQUIRED
	BECAUSE THE GARAGE ENTRY DOOR IS THE
	PRIMARY ENTRY DOOR COVERED UNDER FAIR
	HOUSING. SEE FAIR HOUSING P. 1.22
	ELEVATORS MUST PROVDE ACCESS TO PRIMARY
	ENTRY FLOORS OF 2-STORY DWELLING IN
	ELEVATOR BUILDINGS. NOTED THE 2-STORY
	LOFT UNITS DO HAVE A FRONT DOOR WHERE
	STAIRS ARE PRESENT, THE ENTERIOR ENTRY
	DOOR IS CONSIDERED THE MAIN OR PRIMARY
	ENTRY DOOR.
	1001.1.3 MEANS OF EGRESS SHALL CONSIST
	OF CONTINUOUS AND UNOBSTRUCTED PATHS OF
	TRAVEL TO THE EXTERIOR OF A BUILDING.
	MEANS OF EGRESS SHALL NOT BE PERMITTED
	THROUGH KITCHENS, CLOSETS, RESTROOMS AND
	"SIMILAR AREAS" NOR THROUGH ADJACENT
	TENANT SPACES.
	THE BUILDING OFFICIAL HAS REVIEWED
	THE LAYOUT OF THIS PLAN AND INTERPRETS
	THROUGH THE GARGE AS SIMILAR AREAS.
	1001.1.4 WHEN UNUSUALLY HAZARDOUS
	CONDITIONS EXIST, THE BUILDING OFFICIAL
	MAY REQUIRE ADDITIONAL MEANS OF EGRESS
	TO ASSURE THE SAFETY OF THE OCCUPANTS.

	14) A.203:

	14A) STAIRWELL# 3 THERE IS A WALL JUST
	TO THE LEFT OF THE STAIRWELL, PROVIDE A
	SECTION THROUGH IS THIS A HANDRAIL OR A
	WALL ?

	14B) BOTTOM LEFT OF PAGE WHERE THE
	MATCHLINE STARTS THERE IS A AREA NO ROOM
	REFRENCE, IT APPEARS POSSIBLY A FENCE
	BLOCKS THIS AREA OFF?

	14C) FANS UPPER RIGHT INTAKE OR EXHAUST?

	14D) COLUMN LINE RIGHT SIDE OF PAGE NEXT
	TO THE COMMERCIAL AREA, CUTS INTO THE
	ACCESSIBLE ISLE, MEANS OF EGRESS,
	44"MINIMUM.

	15) A204:

	15A) DOOR 204 SWINGS AGAINST THE TRAFFIC
	FLOW TO THE STAIR TOWER# 1.
	1012.1.2 EGRESS DOORS SHALL BE SIDE
	SWINGING TYPE. DOORS SHALL SWING IN THE
	DIRECTION OF EGRESS.

	15B) AREA JUST RIGHT OF STAIR TOWER# 1,
	IS THIS A WINDOW, OPEN, OR HANDRAIL?

	15C) LEFT SIDE OF PAGE COMMENT# 14 B),
	THERE IS A PAIR OF DOORS THAT SWING INTO
	THE REQUIRED EGRESS PATH AND A COLUMN
	THAT BLOCKS THE CLEAR AREA TO THE
	COLUMN, ONLY 1'-0" CLEAR. SEE 1012.1.4.

	16)A.205;

	16A) CONDO UNIT C-4 IT APPEARS THERE MAY
	BE A SHAFT, NO INFO NO CUT SECTION?

	16B) POOL EQUIPMEENT ROOM JUST ABOVE
	LEFT & RIGHT IT APEARS TO HAVE MASONARY
	WALLS(M3) WWITH SOME TYPE OF OPENING ,
	RAIL? NO SSECTION?

	16C) POOL PAVILION INDICATES A SECTION
	A304 BUT WRONG REFRENCE?PROVIDE SECTION
	OF SINK CABINET.

	16D) PROVIDE ADDITIONAL INFORMATION JUST
	TO THE LEFT OF THE POOL PAVILION THERE
	APPEARS TO BE A GRILL? IF GAS:
	SECTION 2808
	BARBECUES - FACTORY-BUILT
	FACTORY-BUILT BARBECUES SHALL BE OF AN
	APPROVED TYPE AND SHALL BE INSTALLED
	IN ACCORDANCE WITH THE MANUFACTURER'S
	INSTRUCTIONS.

	16E)POOL DECK PLAN DOES N'T INDICATE
	WHAT TYPE OF FINISH OTHER THAN THE PAVER
	DECK, WHAT ARE THE OTHER AREAS COVERED
	WITH? PLANS DO NOT PROVIDE SLOPE TO DECK
	DRAINS OR DECK DRAINS?

	16F) POOL DECK DRAINS WILL BE INSTALLED
	IN A RATED FLOOR, PROVIDE THE TYPE OF
	PIPE TO BE USED AND THE RATED ASSEMBLY
	FOR THIS INSTALATION.
	705.6 PENETRATIONS OF HORIZONTAL
	ASSEMBLIES. ALL PENETRATIONS OF A FLOOR,
	FLOOR/CEILING ASSEMBLY, OR THE CEILING
	MEMBRANE OF A ROOF/CEILING ASSEMBLY
	SHALL BE PROTECTED BY A SHAFT ENCLOSURE
	IN ACCORDANCE WITH 705.2 OR SHALL COMPLY
	WITH ?705.6.1 THROUGH 705.6.4.
	705.6.1 THROUGH-PENETRATIONS.
	THROUGH-PENETRATIONS OF FIRE RATED
	HORIZONTAL ASSEMBLIES SHALL COMPLY
	WITH 705.6.1.1 OR 705.6.1.2.

	16G)NOTE: SEE DEPARTMENT OF HEALTH
	[DOH] RULE 64E-9, FLORIDA ADMINISTRATIVE
	CODE AND CHAPTER 514, FLORIDA STATUTES
	FOR SECURITY & REQUIRED FENCING. TO BE
	IN PLACE AT TIME OF BUILDING C.O.

	16H) NOTE:13-412.1.ABCD.2.4.2 COVERS
	REQUIRED. SPAS AND HEATED SWIMMING POOLS
	SHALL BE EQUIPPED WITH A COVER DESIGNED
	TO MINIMIZE HEAT LOSS.TO BE IN PLACE AT
	TIME OF BUILDING C.O.

	16I) PROVIDE EXITING SIGNAGE FOR POOL
	DECK.1016.1.1 ILLUMINATION OF MEANS OF
	EGRESS SHALL BE PROVIDED IN ACCORDANCE
	WITH THIS SECTION FOR EVERY BUILDING AND
	STRUCTURE.FOR THE PURPOSES OF THIS
	REQUIREMENT, EXIT ACCESS SHALL INCLUDE
	ONLY DESIGNATED STAIRS, AISLES,
	CORRIDORS, RAMPS, ESCALATORS AND
	PASSAGEWAYS LEADING TO AN EXIT.FOR THE
	PURPOSES OF THIS REQUIREMENT, EXIT
	DISCHARGE SHALL INCLUDE ONLY DESIGNATED
	STAIRS, AISLES, CORRIDORS, RAMPS,
	ESCALATORS, WALKWAYS AND EXIT
	PASSAGEWAYS LEADING TO A PUBLIC WAY.

	16J) STAIR TOWER# 4, THE DOOR SWINGS THE
	WRONG WAY:1012.1.2EGRESS DOORS SHALL BE
	SIDE SWINGING TYPE.DOORS SHALL SWING
	IN THE DIRECTION OF EGRESS

	17)A.206

	17A)PAIR OF DOORS # 351 SWING THE WRONG
	WAY AGAINST EXITING PATTERNS.1012.1.2.

	17B) RESIDENT STORAGE ROOM 313, TO BE
	CONSIDERED AN S1 REQUIRING 3 HR
	SEPERATION.TABLE 704.1.

	17C) SEE A-253 LIFE SAFETY PLAN STAIR
	TOWER# 1 AND DOOR 302 CAN'T ACCOMADATE
	THE OCCUPANT LOAD FOR THE UNITS AND THE
	POOL DECK, 1/2 THE LOAD OR 175 HAVE TO
	GO THROUGH DOOR 302. 175X.2=35" OF CLEAR
	OPENING, A 3'-0" DOOR CLEAR IS 34". THE
	STAIR IS 4'-4"/.3=173.3. DOOR 103 AT THE
	BOTTOM OF THE STAIR ALSO WILL BE TO
	SMALL TO ACCOMADATE THE OCCUPANT LOAD
	FROM THIS FLOOR.

	17D) STAIRWELL# 2 IT APPEARS THAT A
	SHAFT IS DIRECTLY IN FRONT OF THE
	STAIRWELL PROVIDE SECTION THROUGH GIVING
	WAAL TYPE AND RATING?705.2.2 SHAFT
	ENCLOSURES. ALL OPENINGS THROUGH A FLOOR
	AND PENETRATIONS THROUGH A FLOOR SHALL
	BE PROTECTED BY A SHAFT ENCLOSURE IN
	ACCORDANCE WITH 705.2.3.

	18) A.208:

	18A) STORAGE UNITS IN ROOM# 411 WILL
	REQUIRE A 3 HR WALL AROUND THE PERIMETER
	OF THE ROOM.

	18B) PROVIDE A CUT SECTION FOR JUST
	OUTSIDE THE FITNESS ROOM AND STORAGE
	ROOM IT APPEARS TO BE A ROOF, NO
	DETAILS.

	19) A.300:

	19A) STAIR TOWER# 1, DOOR# 103,
	1012.1.3 THE ELEVATION OF THE FLOOR
	SURFACES ON BOTH SIDES OF A DOOR SHALL
	NOT VARY BY MORE THAN 1/2 IN. (13 MM).
	THE ELEVATION SHALL BE MAINTAINED ON
	BOTH SIDES OF THE DOORWAY FOR A DISTANCE
	AT LEAST EQUAL TO THE WIDTH OF THE
	WIDEST LEAF.THRESHOLDS AT DOORWAYS
	SHALL NOT BE MORE THAN 1/2 IN. (13 MM)
	IN HEIGHT.RAISED THRESHOLDS AND FLOOR
	LEVEL CHANGES MORE THAN 1/4 IN. (6.4 MM)
	AT DOORWAYS SHALL BE BEVELED WITH A
	SLOPE NOT STEEPER THAN 1:2.

	19B) THE RAMP JUST TO THE LEFT OF THE
	TRASH COMPACTOR ROOM ONLY HAS A 4'-0"
	BOTTOM RAMP.11-4.8.4.(2) LANDINGS. ALL
	LANDINGS ON RAMPS SHALL NOT BE LESS THAN
	60" CLEAR, & THE BOTTOM OF EACH RAMP
	SHALL HAVE NOT LESS THAN 72" OF STRAIGHT
	& LEVEL CLEARENCE.

	20)A.403- A.406 ELEVATIONS:

	20A) ELEVATIONS, PLEASE PROVIDE THE
	POSITIVE AND NEGATIVE PRESSURES FOR ALL
	OPENINGS, INTERIOR AND END ZONES FOR ALL
	OPENINGS. DESIGN TO ASCE 7-98

	20B) PLANS INDICATE THE USE OF FOAM
	BANDS, SEE 1404.1.1 ARCHITECTURAL TRIM
	ON BUILDINGS OF TYPE I, II AND IV
	CONSTRUCTION NOT MORE THAN THREE STORIES
	OR 40 FT (12.2 M) HIGH MAY BE OF TYPE VI
	CONSTRUCTION, AND MAY BE OF TYPE VI
	CONSTRUCTION ON ALL BUILDINGS OF TYPE
	III, V AND VI CONSTRUCTION.TRIM SHALL
	BE SECURED TO THE WALL WITH METAL OR
	OTHER APPROVED BRACKETS OR FASTENERS.
	WHEN ARCHITECTURAL TRIM IS LOCATED ALONG
	THE TOP OF EXTERIOR WALLS, IT SHALL BE
	COMPLETELY BACKED BY THE EXTERIOR WALL
	AND SHALL NOT EXTEND OVER THE TOP OF
	EXTERIOR WALLS.

	20C) EXTERIOR ALUMINIUM RAILINGS TO
	COMPLY WITH1608.2.2.1 GUARDRAIL SYSTEMS
	SHALL BE DESIGNED AND CONSTRUCTED FOR A
	CONCENTRATED LOAD OF 200 LB (890 N)
	APPLIED AT ANY POINT AND IN ANY
	DIRECTION AT THE TOP OF THE GUARDRAIL.
	1608.2.2.4 LOADING CONDITIONS IN
	1608.2.2.1, ?1608.2.2.2 AND 1608.2.2.3
	SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT
	EACH SHALL BE APPLIED TO PRODUCE MAXIMUM
	STRESS IN EACH OF THE RESPECTIVE
	COMPONENTS OR ANY OF THE SUPPORTING
	COMPONENTS.

	20D)PRODUCT APPROVALS SUBMITTED WITH
	PERMIT APPLICATION AFTER OCTOBER 1, 2003
	ARE REQUIRED TO COMPLY WITH THE FLORIDA
	PRODUCT APPROVAL SYSTEM. FOR INFORMATION
	PLEASE SEE THE STATE WEBSITE AT
	WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
	STATEWIDE APPROVAL ARE REQUIRED TO BE
	SUBMITTED WITH A COVER SHEET THAT LISTS
	THE PRODUCT IDENTITY NUMBER FROM THE
	STATE. IF THE PRODUCT DOES NOT HAVE
	STATEWIDE APPROVAL, SUBMIT AN APPLICA-
	TION FOR LOCAL PRODUCT APPROVAL OR SITE
	SPECIFIC FORM PER RULE 9B-72. SEE
	ATTACHMENT. WWW.FLORIDABUILDING.ORG

	20E)1606.1.4(1) IN WIND BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES
	POSITIVE PRESSURE IN BUILDINGS SHALL BE
	ASSUMED TO BE OPENINGS UNLESS SUCH
	GLAZING IS IMPACT RESISTANT OR PROTECTED
	WITH AN IMPACT RESISTANT COVERING MEET-
	ING THE REQUIREMENTS OF SSTD 12, ASTM
	E 1886 AND ASTM E 1996 OR MIAMI-DADE.
	1) GLAZED OPENINGS LOCATED WITHIN 30 FT
	OF GRADE SHALL MEET THE REQUIREMENTS OF
	LARGE MISSLE TEST.

	20F) FL BLD CODE 1606.1.5: COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
	OLD OR RESIDENT INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS
	FOLLOWS:
	A) WINDOWS FIXED/ STOREFRONT
	B) WINDOWS OPERATABLE
	C) MULLIONS
	D) EXTERIOR DOORS GLAZED, SLIDERS
	E) EXTERIOR LOUVERED DOORS
	F) DOORS STEEL
	G)EXTERIOR OVERHEAD DOORS
	H)HANDRAILS
	I) STORM SHUTTERS
	J) TRUSS ANCHORS
	K) ROOFING ASSEMBLIES
	L) PREMANUFACTURED A/C STANDS
	M) STORM SHUTTERS

	20G)) AN INTERPRETATION FROM THE
	BUILDING OFFICIAL ON STORM SHUTTERS THAT
	ARE USED ON LARGE PROJECTS:
	QUESTION# 13) RECOGNIZING SUCH CONCERNS
	AS ABSENTEE OWNERS, OR CASES WHERE
	LONGER TIME AND EFFORT IS NECESSARY TO
	SECURE SHUTTERS ON LARGE OR MULTI-STORY
	BUILDINGS, WHAT MEASURES ARE BEING
	RECOMMENDED OR IMPLEMENTED TO ENSURE
	THAT COMPLETE INSTALLATION OR SECURING
	IS DONE SUFFICIENTLY IN ADVANCE OF THE
	HURRICANE EVENT?

	IN MATTERS FLORIDA BUILDING CODE, 2004
	EDITION, PROVIDES THE ABILITY FOR THE
	BUILDING OFFICIAL TO IMPLEMENT
	REQUIREMENTS FOR ENSURING STABILITY,
	STRENGTH, AND PROPER OPERATION OF
	EXISTING BUILDINGS.

	IN ORDER TO ASSURE THE SECURING OF
	SHUTTERS ON LARGE OR MULTI-STORY
	BUILDING, OR MULTIPLE BUILDINGS ON THE
	SAME PROPERTY, PRE-STORM PREPARATION
	PLANS MUST BE SUBMITTED BY THE PROPERTY
	OWNERS OR MANAGING AGENTS FOR REVIEW BY
	THE CONSTRUCTION SERVICES DEPARTMENT.
	ANY SUCH PLAN SHALL INCLUDE, AT A
	MINIMUM, ON-SITE LOCATION OF SHUTTERS,
	PARTY RESPONSIBLE FOR SECURING THE
	SHUTTERS (SAID PARTIES MUST BE LOCATED
	WITHIN PALM BEACH COUNTY), TOTAL NUMBER
	OF OPENINGS TO BE PROTECTED AND TOTAL
	TIME REQUIRED TO SECURE ALL OPENINGS.
	PROTECTION OF OPENINGS SHALL BE
	ACCOMPLISHED WITHIN TWELVE (12) HOURS OR
	LESS OF THE OFFICIAL NOTIFICATION BY THE
	NATIONAL WEATHER SERVICE OF A HURRICANE
	WATCH.

	PROVISIONS IN THE BUILDING CODES (AND
	THIS STANDARD) ARE NOT INTENDED TO
	PROHIBIT THE USE OF ALTERNATIVE
	MATERIALS AND METHODS, AND ALLOW THE
	BUILDING OFFICIAL TO REVIEW AND APPROVE
	ANY ALTERNATE DEEMED EQUIVALENT IN
	QUALITY, STRENGTH, EFFECTIVENESS, FIRE
	RESISTANCE, DURABILITY AND SAFETY
	PRESCRIBED BY CODE. BASED UPON THIS CODE
	PROVISION, ACCEPTANCE OF ALTERNATE
	MATERIALS AND METHODS MAY BE APPROVED ON
	A CASE-BY-CASE BASIS AND SHALL REQUIRE
	SUFFICIENT EVIDENCE OR PROOF TO
	SUBSTANTIATE ANY CLAIM MADE REGARDING
	THE ALTERNATE.

	QUESTION# 14) ARE REMOVABLE STORM PANELS
	APPROPRIATE FOR USE ON VERY LARGE, MID
	OR HIGH-RISE STRUCTURES?

	NO, EXCEPT ON THE GROUND FLOOR. ON
	COMMERCIAL AND MULTI-UNIT RESIDENTIAL
	STRUCTURES, ABOVE THE FIRST LEVEL,
	IMPACT RESISTANT GLAZING OR PERMANENTLY
	AFFIXED PROTECTIVE DEVICES SHALL BE
	INSTALLED. PERMANENTLY AFFIXED
	PROTECTIVE DEVICES SHALL REQUIRE THE
	WRITTEN APPROVAL OF THE BUILDING
	OFFICIAL.

	20H) PROVIDE STORM PANEL INFORMATION
	WITH
	INSTALLATION SCHEDULE AND KEY PLAN WITH
	SPECIFIC ANCHORS AND MOUNTING TO BE USED
	FOR ALL NON-IMPACT GLAZING.
	FBC 1606.1.4.

	20I) FL BLD CODE 2001 SECTION 103.6,
	1606.1.4, 1707.4 & 3401.7.2.4.
	PROCEDURES: 1(B) A COMPLETE INSTALLATION
	SCHEDULE SUMMARIZING & IDENTIFYING
	OPENING SIZES, STORY HEIGHTS, UNIT MARK
	NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
	BAR REINFORCING REQUIREMENTS, WALL PRES-
	SURE ZONES, SLAT TYPES, ETC., SHALL BE
	SUBMITTED AT TIME OF PERMIT APPLICATION
	TO FACILITATE PLAN REVIEW AND PERMIT
	ISSUANCE.

	20J) PROVIDE ROOF PRESSURE ZONES FOR
	ZONES 1,2& 3. SEE 1606.6/ ASCE 7-98.

	21) A.550/ A.650:

	21A) THERE ARE VARIOUS
	DETAILS SHOWING ROOF SECTIONS WITH METAL
	STUD FRAMING. THERE IS NO NOTES AS TO
	THE TYPE OF FRAMING MEMBER TO BE USED,
	IF STRUCTURAL, SIZE, GAUGE, DESCRIPTION
	OF TYPE FRAMING , FLANGE WIDTH OR
	MATERIAL THICKNESS. C/C.
	PLANS DO NOT PROVIDE WHAT TYPE OF
	DECKING IS TO BE USED ON THIS PROJECT.

	21B)SECTION 06 IS FOR A SUN SHADE, A
	SEPERATE PERMIT IS REQUIRED. PROVIDE
	ENGINEERING FOR FRAME & CANVAS FOR 140
	MPH WIND.

	21C) SECTION 07 IS A DESIGN THAT WILL BE
	INCORPORATED INTO THE GUARDRAIL DESIGN.
	1015.3 OPENINGS. OPEN GUARDRAILS SHALL
	HAVE INTERMEDIATE RAILS OR ORNAMENTAL
	PATTERN SUCH THAT A 4-INCH (102 MM)
	DIAMETER SPHERE CANNOT PASS THROUGH ANY
	OPENING UP TO A HEIGHT OF 34 INCHES.A
	BOTTOM RAIL OR CURB SHALL BE PROVIDED
	THAT WILL REJECT THE PASSAGE OF 2-INCH
	(51 MM) DIAMETER SPHERE.


	22) A.651:

	22A) DETAIL# 05 PROVIDE PRODUCT TESTING
	REPORT FOR EXHAUAST FAN FOR PRESURES+/-
	ZONES 1,2 & 3.

	22B) DETAIL# 09 IS A BOXED IN RAIN
	LETTER, PLEASE PROVIDE LOCATON ON FLOOR
	PLAN, MORE COMMENTS MAY APPEAR.

	22C) DETAIL# 14 RAILING TO MECHANICAL
	PENTHOUSE PROVIDE THE HEIGHT OF
	GUARDRAIL?1015.2 HEIGHT. GUARDRAILS
	SHALL FORM A VERTICAL PROTECTIVE BARRIER
	NOT LESS THAN 42 INCHES (1067 MM) HIGH.

	22D) DETAIL# 22 REMOVE THE WORD
	TOWNHOUSE,

	23) A.701 ELEVATOR MACHINE ROOMS;

	23A) 3003.6.1 VENTS. HOISTWAYS OF ELEVA-
	TORS SERVING MORE THAN 3 FLOORS SHALL BE
	PROVIDED WITH MEANS OF VENTING SMOKE AND
	HOT GASES TO THE OUTER AIR IN CASE OF
	FIRE.

	23B)3003.6.2 VENTS SHALL BE LOCATED
	BELOW THE FLOOR OR FLOORS AT THE TOP OF
	THE HOISTWAY, AND SHALL BE EITHER DIR-
	ECTLY TO THE OUTER AIR OR THROUGH NON-
	COMBUSTIBLE DUCTS TO THE OUTER AIR.

	23C)3003.6.3 THE AREA OF THE VENTS
	SHALL BE NOT LESS THAN 3 SQ FT FOR EACH
	ELEVATOR CAR, WHICHEVER IS GREATER.

	24)SHEET A.704:

	24A) TRASH CHUTE PLANS DO NOT INDICATE A
	TWO HR WALL FOR SHAFT.705.2.4.2 REFUSE
	AND LAUNDRY CHUTE ENCLOSURES. A SHAFT
	CONTAINING AREFUSE OR LAUNDRY CHUTE
	SHALL BE USED FOR NO OTHER PURPOSE AND
	SHALL BE PROTECTED BY A SHAFT ENCLOSURE
	IN ACCORDANCE WITH ?705.2.3.

	24B)705.2.4.6 AUTOMATIC SPRINKLERS. AN
	APPROVED AUTOMATIC SPRINKLER SYSTEM
	SHALL BE INSTALLED AT THE TOP AND AT
	ALTERNATE FLOOR LEVELS IN REFUSE AND
	LAUNDRY CHUTES AND IN THE TERMINATION
	AND INCINERATOR ROOMS.


	24E) 705.2.4.2 REFUSE AND LAUNDRY CHUTE
	ENCLOSURES.ALL OPENINGS INTO THE SHAFT
	ENCLOSURE, INCLUDING THOSE FROM ACCESS
	ROOMS AND TERMINATION ROOMS, SHALL BE
	PROTECTED IN ACCORDANCE WITH TABLE
	705.1.2.SUCH OPENING PROTECTIVES SHALL
	BE SELF-CLOSING OR AUTOMATIC-CLOSING
	UPON DETECTION OF SMOKE, EXCEPT THAT
	THE OPENING PROTECTIVE BETWEEN THE SHAFT
	AND THE TERMINATION ROOM MAY BE CLOSED
	BY A HEAT-ACTIVATED DEVICE.

	25) SHEET A.801-A807A/ A.903

	25A) SEE FAIR HOUSING PRIMARY ENTRY
	DOORS AS WELL AS USABLE DOORS .SEE PAGES
	3.1-3.5
	ACCESSIBLE DOORS- DWELLING UNIT ENTRY
	DOORS ARE TO MEET ANSI 4.13 WITH A 32"
	CLEAR MEAASUREMENT, A 2'-10" DOOR
	REQUIRED.
	USABLE DOORS- 32" NOMINAL CLEAR WIDTH
	IS REQUIRED FOR USABLE DOORS.

	25B) A901-A902 DOOR SCHEDULE FOR ALL
	FIRE RATED DOORS THE HARDWARE SCHEDULE
	IS MISSING REQUIRED SILLS. 705.1.3.1
	SILLS, IN ACCORDANCE WITH THE
	REQUIREMENTS OF NFPA 80.

	26) A903 :

	26A)DOOR NOTES,HURRICANE MISSLE IMPACT
	NOTES , FRENCH DOORS TO COMPLY WITH
	STATEMENT 20G.

	26B) BURGLAR INTRUSION NOTES
	3) INDICATE USE OF BOLTS OR PINS FOR
	EXTRA SECURITY DEVICES, SEE FAIR HOUSING
	SECONARY EXTERIOR DOORS, SLIDING GLASS
	DOORS PAGE 3.10-3.12 FOR CLEAR WIDTH AND
	HARDWARE.

	(7) INACTIVE LEAF OF A PAIR OF DOORS
	SHALL BE PROVIDED WITH MULTIPLE POINT
	LOCKS AS REQUIRED BY PRODUCT APPROVALS.
	AGAIN THESE LOCKS HAVE TO BE ABLE FOR
	THE HANDICAPPED TO BE ABLE TO OPERATE
	FROM A WHEELCHAIR!!!!!

	27) A9.05

	27A) DETAILS FOR RATED WALL U-419/ U-423
	WITH A RATED CEILING RAE NOT SHOWN IN
	THE UL DIRECTORY, IN BOTH CASES UL
	STATES THE DRYWALL IS TO GO TO THE FLOOR
	OR ROOF DECK ABOVE.
	704.2.1.3 ALL OTHER PARTITIONS REQUIRED
	TO HAVE A FIRE RESISTANCE RATING SHALL
	EXTEND FROM THE TOP OF THE FLOOR BELOW
	TO THE CEILING ABOVE AND SHALL BE
	SECURELY ATTACHED THERETO.WHERE SAID
	CEILING IS NOT A PART OF AN ASSEMBLY
	HAVING A FIRE RESISTANCE RATING AT LEAST
	EQUAL TO THAT REQUIRED FOR THE
	PARTITION, THE PARTITION SHALL BE
	CONSTRUCTED TIGHT AGAINST THE FLOOR OR
	ROOF DECK ABOVE.

	27B) MASONARY WALLS DO NOT GIVE THERE
	MINIMUM EQUAVALENT THICKNESS FOR HOUR
	RATING.

	27C) WALL TYPE NOTES:
	ALL PLYWOOD SHEATHING TO BE FIRE
	RETARDANT TREATED PLYWOOD. SEE SECTION
	604 ALL STRUCTURAL MEMBERS ARE TO BE
	NONCOMBUSTIBLE WITH VARYING HR RATINGS
	TABLE 600 PROVIDES THE HR RATINGS
	REQUIRED FOR EACH TYPE OF STRUCTURAL
	COMPONENT. FIRE RETARDANT TREATED
	PLYWOOD WHEN EXPOSED TO FLAME WILL BURN
	AS LONG AS FIRE IS AVAILABLE.

	28) S-0.00

	28A) CODES INDICATE FBC 2001 BUT ALL
	REFRENCES 02 ACI 318-02 CORRECT

	28B)
	WIND LOADS ARE FIGURED 130MPH SHOULD
	READ 140 MPH 3 SECOND GUST,
	AND ASCE 7-98

	28C) IMPORTANCE FACTOR 1 IS BUILDINGS
	SUCH AS FARM BUILDINGS RECLASSIFY

	28D) EXPOSURE CATEGORY "C" THE CITY IS
	LOCATED IN A "B" ZONE, IF DESIGNING TO
	THE MORE RIGID "C" ZONE THE PRESSURES
	REQUESTED ITEM (20A) WILL HAVE TO
	REFLECT THE HIGHER VALUES FOR WALLS
	OPENINGS AND ROOF PRESSURES.

	28E) THRESHOLD BUILDING INSPECTION PLAN:
	WRONG ADDITION TO ASCE7-98 CORRECT
	EDITION FOR FBC 2001.
	28F) BALCONY MOISTURE PROTECTION THIS
	SECTION OF THE CODE IS FOR THE HIGH WIND
	VELOCITY ZONES DADE & BROWARD ONLY!

	29) S3.2 FOTTER, COLUMN & BEAM SCHEDULES
	NOT FILED IN MUST COMPLETE FOR REVIEW.

	30) M0.2

	30A) ROOF TOP CONDENSING UNITS TO MEET
	THE CLEARENCE REQUIREMENTS:
	1511.7 ROOF MOUNTED MECHANICAL UNIT
	S SHALL BE MOUNTED ON CURBS RAISED A
	MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
	FACE, OR WHERE ROOFING MATERIALS EXTEND
	BENEATH THE UNIT, ON RAISED EQUIPMENT
	SUPPORTS PROVIDING A MINIMUM CLEARENCE
	HEIGHT IN ACCORDANCE WITH TABLE 1511.7.


	30B) 1503.4.4 PROTECTION AGAINST DECAY &
	TERMITES. CONDENSATE LINES & ROOF DOWN
	SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
	AWAY FROM THE STRUCTURE SIDEWALL,
	WHETHER BY UNDERGROUND PIPING, TAIL EX-
	TENSIONS, OR SPLASH BLOCKS.

	PLANS ARE NOT COMPLETE ENOUGH TO DO A
	THOROUGH PLAN REVIEW, ADDITIONAL
	COMMENTS MAY OCCUR ON THE NEXT REVIEW
	WITH THE NEW INFORMATION BEING
	SUBMITTED.
	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2005-12-20			Cont ID
Sent By	dpalmer			Date	2005-12-20	Time	10:40	Rev Time	10.00
Received By	dpalmer			Date	2005-12-19	Time	18:28	Sent To

Notes

2005-12-20 00:00:00	******* UNSAT **********


	MIZNER LAKES BLDG #4.


	1)NOTE: PLEASE CORRELATE BLDG PLANS AND
	PERMIT APPLICATION WITH ELECTRICAL
	PLANS. PLEASE SEE BLDG SHEETS INDICATE
	120 UNITS, ALTHOUGH PERMIT APPLICATION
	AND ELECTRICAL PLANS INDICATE 117.
	PLEASE ALSO CORRELATE SQ FT FROM BLDG
	SHEET (A) WITH ELECTRICAL PLANS AS THE
	A/C SQ FT DO NOT SEEM TO MATCH UP.

	2)NOTE: PLEASE SEE ALL ARCHITECTUAL
	SHEETS CONTAIN A "RUBBER STAMP" IN LEIU
	OF THE REQUIRED ORIGINAL SIGNATURE FROM
	THE ARCHITECT OF RECORD. FS 481.221
	PLEASE ALSO SEE BLDG REVIEW COMMENTS.
	THIS IS NOT A KAMM CONSULTING COMMENT.

	3)NOTE: PLEASE BE SURE ALL ARCHITECTUAL
	AND ELECTRICAL SHEETS CONTAIN REFERENCE
	TO THE 2002 NFPA-70, 2003 NFPA-101,
	2002 NFPA-72, NFPA-20 2002 WITH ANY
	OTHER CODES CURRENTLY IN EFFECT NEEDED.

	4)NOTE: PLEASE SEE FP SHEETS AND A
	SHEETS INDICATE A FIRE PUMP AND FIRE
	HOUSE, HOWEVER THERE IS NOT INDICATION
	OF THIS ON ELECTRICAL RISER ETC.
	PLEASE KNOIW, AS PER DISCUSSION WITH
	CHIEF ELECTRICAL INSPECTOR AND FIRE
	MARSHAL'S OFFICE, GENERATOR BACK UP MAY
	BE REQUIRED IF ELECTRIC FIRE PUMP AND
	NOT DIESEL.
	IT WAS ALSO MENTIONED THERE MAY BE ONE
	FOR EACH BLDGOR ONE FOR BOTH?
	PLEASE SEE NFPA-20 FOR MIN REQUIREMTNS
	AND 695 OF NEC.(2002).

	5)NOTE: IF AN ELECTRICAL FIRE PUMP IS
	INSTALLED, PLEASE SUBMIT ALL
	SPECS/MANUFACTURES CUT SHEETS FOR PUMP,
	FIRE PUMP CONTROLLER, GENERATOR AND ANY
	SUB-BASE FUEL TANKS.
	PLEASE BE SURE ALL SPECS/CUT SHEETS
	CONTAIN A LISTING FROM A NRTL.

	6)NOTE: PLEASE PROVIDE COMPLETE
	PHOTOMETRICS FOR ALL EGRESS PATHS,
	CORRIDORS, GARAGES, STAIRS TOWERS.
	PLEASE SEE 101, 7.8 WHICH REQUIRES A MIN
	OF 10 FT CANDLES UNDER NORMAL POWER AND
	1 FT CANDLE MIN UNDER EMERGENCY POWER OR
	BATTERY BACK UP.

	7)NOTE: PLEASE KNOW, A MIN BATTERY BACK
	UP FIXTURE OF SOME TYPE WILL ALSO BE
	REQUIRED IN MAIN ELECTRICAL RM,
	ELECTRICAL RMS, FIRE PUMP RM/HOUSE,
	ELEVATOR EQUIPMENT RMS.
	700.16,7.8,7.9 ETC.

	8)NOTE:PLEASE SEE 620.23 WHICH ALSO
	REQUIRESDEDICATED BRANCH CIRCUIT(S)
	FOR RECEPT IN ELEVATOR MACHINE ROOM.

	9)NOTE: PLEASEIDENTIFY THE FIXTURE
	TYPES IN STAIR TOWERS. PLEASE LABEL.

	10)NOTE: PLEASE PROVIDE DETAIL FOR
	DISCONNECT(S) FOR ROOF TOP UNITS.
	440.11, MAY BE A "TYPICAL" DETAIL FOR
	CU'S.

	11)NOTE: PLEASE COMPLETE ALL CIRCUITING
	ON PLANS, INCLUDING ALL COMMON AREAS ,
	PLEASE ALSO SEE UNITS WHICH ARE MISSING CIRCUITING.
	MOST ARE ON PLANS SOME ARE
	MISSING. SEE SOME REDLINED.

	12)NOTE: PLEASE PROVIDE ALL AREA AND
	ROOM DESIGNATIONS ON PLANS. NEED TO
	VERIFY FOR CIRCUITING OF DINING AREAS
	ETC.

	13)NOTE: PLEASE SEE 210.52B1 WHICH
	REQUIRES RECEPTS IN DINING AREAS/ROOMS T
	BE ON THE ONE OR MORE SMALL APPLIANCE
	CIRCUITS. PLEASE SEE LIGHTING ETC MAY
	NOT BE ON THESE CIRCUITS. THIS WOULD
	ALSO INCLUDE ANY BREAKFAST NOOKS/AREAS.

	14)NOTE: PLEASE SEE SOME UNITS WHICH
	INDICATE "J-BOX" FOR HABITABLE
	RMS/EGRESS PATHS WILL BE REQUIRED TO
	CONTAIN SOME SORT OF LIGHT FIXTURE TO
	MEET 210.70, LS101 7.8
	PLEASE SEE REDLINED PLANS.

	15)NOTE: PLEASE BE SURE FIXTURE SCHEDULE
	CORRELATE WITH PLANS AND "LABELING" OF
	SOME SORT ALSO CORRELATES.

	16)NOTE: PLEASE SEE NFPA-72 11.5.1.1
	WHICH REQUIRES ALL SMOKE DETECTORS TO BE
	WIRED "INLINE", HOWVER PLEASE SEE
	REDLINED PLANS WHERE SD'S IN THE SAME
	UNITS ARE ON MORE THAN ONE CIRCUIT.

	17)NOTE: PLEASE CORRELATE ALL CIRCUITING
	OF SD'S ON PLANS WITH PANEL SCHEDULES.
	PLEASE SEE THERE ARE MANY SD'S SHOWN ON
	DIFFERENT CIRCUITS OTHE THAN WHAT IS
	LISTED ON PANEL SCHEDULE.

	18)NOTE: PLEASE SEE MANY SD'S WHICH DO
	NOT INDICATE THE REQUIRED ARC FAULT
	PROTECTION AS MANY OTHERS ARE SHOWN.
	MAY ALSO INDICATE LISTING OF REQUIRED
	ARC FAULT CIRCUITS IN PANEL SCHEDULES.
	210.12, 2002 NEC.

	19)NOTE: PLEASE SEE 210.11C, 220.16B
	WHICH REQUIRES A MIN OF 1.5KW FOR
	LAUNDRY/WASHER CIRCUITS.
	PLEASE SEE MOST SHOWN AS 1.2KW, AND SOME
	SHOWN WITHOUT LOADS.

	20)NOTE: PLEASE SEE ONLY ONE UNIT PANEL
	SCHEDULE CONTAINS THE "**" AT LOAD
	LOCATIONS.(REDLINED)

	21)NOTE: PLEASE CORRELATE ALL SQ FT
	CALCULATIONS ON ELECTRICAL PLANS WITH
	"A" SHEETS WHICH DOES NOT CORRELATE WITH ELECTRICAL SQ
	FT.

	22)NOTE: PLEASE MOVE MANY SD'S INTO
	BEDRM AREAS. PLEASE SEE MANY UNITS SEEM
	TO INDICATE SOME SORT OF CEILING HEIGHT
	CHANGE LINE.
	PLEASE SEE NFPA-72 11.8.3.5 WHICH
	REQUIRES ALL SD;S TO BE LOCATED WITHIN
	12" OF A FLAT CEILING, AND WITHIN 3' OF
	THE PEAK OF A SLOPED CEILING.
	PLEASE ADJUST LOCATIONS.
	PLEASE SEE REDLINED PLANS. C3,C4 ETC

	23)NOTE: PLEASE SEE PANEL SCHEDULES NOTE
	SD'S AND KITCHEN LTS, HOWEVER MANY UNITS
	SHOWS SD'S TO OTHER BEDRM CIRCUITS.
	PLEASE ALSO SEE PREVIOUS NOTE LISTED
	ABOVE WITH RESPECT TOARC FAULT AND
	CIRCUIITNG.

	24)NOTE: PLEASE SEE LOCATIONS ON PLANS
	FOR MISSING RECEPTS PER 210.52, DINING
	RM WALL C-2, RAIL AREAS,WALLS BY STAIRS
	ETC.SEE OTHERS REDLINED.

	25)NOTE: PLEASE INDICATE THE REQUIRED
	GFI PROTECTION FOR JACUZZI TUB, RECEPT/BRKR.680.71

	26)NOTE: PLEASE IDENTIFY THE PANELS IF
	THEY ARE "TYPICAL" FOR MULTIPLE UNIT
	TYPES, (A,B, C ETC).

	27)NOTE: PLEASE SEE SOME CIRCUITING
	MISSING ON PLANS FOR BATH ETC C-5

	28)NOTE: PLEASE SEE 210.70 FOR MIN LT
	REQUIRED FOR A/C CLOSETS.

	29)NOTE: PLEASE SEE CLOTHES CLOSET FOR
	MIN CLEARENCE REQUIRED FOR LT
	FIXTURE(S).
	410.8, SEE REDLINED.

	30)NOTE: PLEASE SEE POSSIBLE MISSING
	RECEPT FOR KITCHEN COUNTERSPACE PER
	210.52C1, C-4

	31)NOTE: PLEASE VERIFY TYOE OF CONTROLS
	LABLED AS FUTURE FOR J-BOX RIGHT ON THE
	EDGE OF THE JACUZZI???
	PLEASE SEE 680 FOR MIN CLEARENCES FOR
	ANY PROPOSED DEVICES.

	32)NOTE: PLEASE SEE 210.52D FOR MISSING
	BATH GFI RECEPT(S) REQUIRED. TH3 ETC

	33)NOTE: PLEASE SEE 210.11C3 WHICH ONLY
	PERMITS TWO WAYS OF CIRCUITING FOR
	DEDICATED BATH CIRCUIT(S).
	PLEASE SEE PLANS INDICATE MORE THAN ONE
	BATH ON THE SAME CIRCUIT.
	TH3 ETC, PLEASE ADJUST ANY OTHERS AS
	NEEDED.

	34)NOTE: PLEASE PROVIDE MIN CURB DETAIL
	FOR THROUGH FLOOR PENETRATIONS.368.6
	FOR BUS-DUCT RISER.

	35)NOTE: PLEASE SEE MANY A/C HEAT LOADS
	ARE SHOWN AS "0"??
	PLEASE ALSO SEE OTHERS WHICH INDICATE
	65% OF 4KW AS 20KW? PLEASE RE-FIGURE
	LOADS FOR A/C'S AND PLEASE ADJUST PANELS
	AND LOAD CALCULATIONS.

	36)NOTE: PLEASE PLACE NOTE ON "ROOF TOP"
	PLANS WHICH WILL BE WORDED TO MENTION:
	ANY PROPOSED LIGHTNING PROTECTION
	SYSTEM, SHALL BE INSTALLEDPER
	NFPA-780" OR WORDS TO THAT AFFECT.

	37)NOTE: PLEASE VERIFY FEEDER CONDUCTOR
	TYPES FOR UNITS. COPPER, ALUMINUM.

	38)NOTE: PLEASE VERIFY WHY MSB AND SBA
	BOTH INDICATE GFP PROTECTION, WHEN
	240.13, 230.95 ETC DOES NOT SEEM TO
	TRIGGER THE REQUIREMENT. THIS IS NOT A
	CODE COMPLIANCE VIOLATION AND MAY BE
	DONE, IT IS ONLY NOTED, AS IF THIS IS
	SHOWN ON PLANS, THEN THIS WILL BE
	REQUIRED.

	39)NOTE: PLEASE SEE 200A OPC FROM MSB TO
	PANEL L1HB WHICH IS SHOWN AS A 125A
	PANEL.

	40)NOTE: PLEASE VERIFY MSB SCHEDULE
	INDICATES A "HOUSE PUMP" ON MSB-8,
	HOWEVER RISER DIAGRAM DOES NOT CORRELATE
	WITH THIS?

	41) NOTE:PLEASE VERIFY THE LAUNDRY
	CIRCUIT ON KITCHEN WALL? TH1
	SHOWN IN WHAT APPEARS TO BE LIVING RM IN
	TH2? PLEASE SEE OTHER LOCATIONS AND
	CORRELATE WITH ACTUAL LOCATIONS OF ANY
	SUCH WASHER/LAUNDRY UNITS.

	** PLEASE SEE MANY OF THE ABOVE ITEMS
	HAVE BEEN REDLINED AT LOCATIONS OF
	COMMENTS ON ONE SET OF THE PLANS
	SUBMITTED.

	**PLEASE SEE ANY POSSIBLE COMMENTSFROM
	OTHER TRADES WHICH MAY AFFECT ELECTRICAL PLANS/DESIGN.

	** PLEASE REMOVE ALL OLD/VOIDED SHEETS
	FROM SETS COMPLETELY AND ONLY INSERT NEW
	REVISED SHEETS INTO COMPLETE SETS FOR
	REVIEW AND STAMPING. ONE SET OF ALL
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.


	PLEASE SUBMIT THE ABOVE INFORMATION FOR
	REVIEW. IF THERE ARE ANY QUESTIONS,
	PLEASE DO NOT HESITATE IN CONTACTING
	THIS OFFICE.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	561-805-6717
	[email protected]
2005-12-19 00:00:00	PLANS WILL GO INTO "F" STATUS,
	NOTES TO FOLLOW UPON COMPLETION OF
	REVIEW.
2005-12-15 00:00:00	IN ELECTRICAL FOR REVIEW.

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2005-10-19			Cont ID
Sent By	mamini			Date	2005-10-19	Time	09:53	Rev Time	1.00
Received By	mamini			Date	2005-10-19	Time	09:53	Sent To

Notes

2005-10-19 00:00:00	FAILED:

	1. PLEASE SUBMIT CALCULATION FOR THE
	PROPOSED STORM WATER SYS.
	2.PLEASE SUBMIT A COPY OF THE SFWMD
	PERMIT FOR OUR RECORD.
	3. PLEASE NOTE THAT A POLLUTION
	PREVENTION PLAN MUST BE INCLUDED IN
	CIVIL, SILT FENCE, TURBIDITY BARRIER,
	ETC. IT MUST BE IN PLACED PRIOR TO ANY
	CONSTRUCTION ACTIVITIES.
	4. A SEPARATE PERMIT AT NO COST FOR ALL
	THE WORK WITHIN PUBLIC R.O.W FROM PUBLIC
	UTILITIES AND ENG. IS REQUIRED, CONTACT
	WINDEL PALMER AT 494-1086, MOT MUST BE
	PROVIDED AT THE TIME OF APPLICATION.
	5. SHEET C-8 SHOWSADDITIONAL WATER
	CONNECTION FROM EXISTING 10" WM IN HANK
	ARRON TO THE BUILDING 5, PLEASE VRIFY.
	6. SHEET C-8, COULD NOT FIND ANY WATER
	SUPPLY CONNECTION FOR BUILDING 4, PLEASE
	VERIFY.
	7. A CLEAN OUT FOR EACH SEWER LATERAL
	MUST BE PROVIDED.
	8. PLEASE NOT THAT CIVIL PLAN MUST BE
	APPROVED FOR ALL THE CONNECTIONS TO THE
	CITY SERVICES BY THE PUBLIC UTILITIES &
	ENG.

	IF ANY QUESTION PLEASE CONTACT 805-6723
	MOHAMMAD R. AMINI

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2005-11-30			Cont ID
Sent By	mwennerg			Date	2005-11-30	Time	15:29	Rev Time	0.00
Received By	mwennerg			Date	2005-11-30	Time	15:29	Sent To

Notes

2005-11-30 00:00:00	****DENIED****

	1) NFPA 101, 2003 EDITION SHALL BE
	REFERENCED AFTER JAN. 1, 2005.

	2) PERMIT APPLICATION INDICATES 117
	UNITS AND SHT A-002 SHOWS 120. PLEASE
	CORRULATE.

	3) DO THE TURN AROUNDS MEET THE 50'
	RADIUSREQUIREMENTS OF NFPA 1?

	4) PARKING GARAGE TO MEET SEPARATION AND
	ALL OTHER REQUIREMENTS OF FBC AND NFPA
	88A.

	5) PLEASE INDICATE TYPE AND QUANTITY OF
	STORAGE PLANNED FOR POOL EQUIPMENT AREA.


	6) THE LOBBY ENTRANCE DOORS AT END OF
	CORRIDERS APPEAR TO SWING AGAINST THE
	DIRECTION OF TRAVEL.

	7) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
	REQUIREMENT FOR HANDRAILS AND GUARDS.

	8) STAIRS ARE TO BE KEPT UP WITH
	CONSTRUCTION.

	9) THE DOORS LEADING FROM POOL AREA TO
	CORRIDOR SWING AGAINST THE DIRECTION OF
	TRAVEL BASED ON OCCUPANT LOAD OF >50.

	10) OCCUPANT LOADS SHOWN AT STAIRS AND
	LIVING UNITS DON'T CORRULATE.

	11) WILL CARD READING DEVICES IMPACT
	REQUIRED EXITING?

	12) PLEASE REVIEW ALL DOOR SWINGS THAT
	SERVE AREAS WITH OCCUPANT LOADS GREATER
	THAN 50.

	13) AN ADDRESS IS REQUIRED ON BUILDING
	THAT SHALL BE A MINIMUM OF 3" IN HEIGHT
	AND CONTRASTING TO BACKGROUND.

	14) PLEASE INDICATE INTERIOR FINISH
	CLASSIFICATION OF WALL AND CEILINGS IN
	TERMS OF CLASS A,B OR C.

	15) IN ACCORDANCE WITH LOCAL
	REQUIREMENTS, DUCT SMOKE DETECTORS SHALL
	BE WIRED TO CAUSE A GENERAL FIRE ALARM
	WHEN ACTIVATED.

	16) EXIT SIGNS ARE MISSING IN CORRIDORS
	ON SHT E-2.3.2

	17) EXIT SIGNS TO BE MOUNTED AT
	DISTANCES NOT TO EXCEED 100' APART.

	18) COOLING TOWERS TO COMPLY WITH NFPA
	214.

	19) FIRE ALARM SYSTEM TO BE UL CERTIFIED
	FOR CENTRAL STATION SERVICE.

	20) FIRE ALARM TO BE CLASS A, STYLE D OR
	FULLY ADDRESSABLE.

	21) PLANS DON'T SHOW SMOKE DETECTORS IN
	CORRIDORS. PLEASE EXPLAIN.

	22) ARE AUDIBLE DEVICES PLANNED FOR
	LIVING UNITS?

	23) SEPARATE SHOP DRAWINGS AND PERMITS
	REQUIRED FOR FIRE SPRINKLER AND FIRE
	ALARM SYSTEMS.

	24) FIRE PUMP TO COMPLY WITH NFPA 20,
	2003 EDITION.

	25) SEPARATE SHOP DRAWINGS AND PERMITS
	WITH MANUFACTURER SPEC SHEETS REQUIRED
	FOR FIRE PUMP.

	26) A 1000 GPM FIRE PUMP IS PROPOSED.
	PLEASE PROVIDE INFORMATION REGARDING THE
	MEETING WITH THE CITY FIRE MARSHAL AND
	WHAT ARRANGEMENT HAS BEEN ACCEPTED BY
	THIS OFFICE. PLEASE PROVIDE TOTAL OF
	WHAT BUILDINGS THE FIRE PUMP WILL
	SUPPLY.

	27) FDV'S ON STANDPIPES ARE REQUIRED TO
	BE 2 1/2" TO 1 1/2" REDUCER WITH CHAIN.

	28) IN ADDITION TO ELECTRONIC SWITCHES,
	THE DOUBLE CHECK DETECTOR ASSEMBLY SHALL
	BE SECURED WITH A LOCK AND CHAIN.

	29) WET FIRE HYDRANTS ARE REQUIRED PRIOR
	TO, DURING AND AFTER CONSTRUCTION.

	30) PLANS INDICATE THAT THE BUILDING
	HEIGHT IS LESS THAN 75'. THAT WOULD NOT
	MEET THE REQUIREMENTS FOR HIGHRISE.
	PLEASE VERIFY.

	31) KNOX BOX WILL BE REQUIRED ON
	BUILDING AT FRONT ENTRANCE.

	32) NO CUTTING OR WELDING OPERATIONS TO
	OCCUR WITHOUT APPROVAL OF THE BUREAU OF
	FIRE PREVENTION AND COMPLIANCE WITH NFPA
	51B.

	33) LOCKING KNOX BOX CAPS REQUIRED ON
	FIRE DEPARTMENT CONNECTION.


	MIKE WENNERGREN, CAPTAIN/WPBFR
	FIRE PLAN REVIEW (561) 805-6722

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date				Cont ID
Sent By				Date	2006-03-03	Time		Rev Time	0.00
Received By	adarroug			Date	2005-09-30	Time	13:40	Sent To

Notes

2005-10-04 00:00:00	TO "COMM" BD#48/PLANS ON RACK 4 ROLLS
2005-09-30 00:00:00	WAITING FOR "COMM" BD

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2006-01-12			Cont ID
Sent By	hmoser			Date	2006-01-12	Time	09:48	Rev Time	0.00
Received By	hmoser			Date	2006-01-12	Time	09:48	Sent To

Notes

2006-01-12 00:00:00	PLAN DENIED BLDG. #4
	1)PLEASE MARK DUCT SIZE ON THE PLANS FOR
	FLEX DUCT.
	2) NEED RETURN GRILL SIZE ON THE PLANS
	FOR UNIT C-2 PAGE M4.1.IN THE MASTER
	BEDROOM.
	3) MISSING BATHROOM EXHAUST IN GUEST
	BATHROOM.UNITS C-1 AND C-3 PAGE M4.1
	4) PLEASE REFER TO SECTION 504.6
	DONESTIC DRYERS.(25 FT.RUN)
	5) PLEASE EXPLAIN MECHANICAL PLANS FOR
	LOBBY PAGE M4.4
	6) PLEASE REFER TO TABLE 403.3 2001 FBC
	(M) PRIVIT GARAGE.
	7) PLEASE PROVIDE TYPE OF METRIALS USED
	CONDENSER WATER PIPING ON THE PLANS.
	8) PLEASE REFER TO SECTION 602.2.1
	MATERIALS EXPOSED WITHIN PLENUMS.
	(DOORS ONMECHANICAL CLOSETS MUST BE
	NONCOMBUSTIBLE)
	9) PLEASE SUBMIT MANUFACTURERS
	INSTRUCTIONS ON AHU,CCC,AND RTU WITH
	THE PLANS.
	10)PLEASE REFER TO SECTION 306.1
	CLEARANCE FOR MAINTENANCE AND
	REPLACEMENT.
	11)PLEASE REFER TO SECTION 307.2.3
	AUXILIARY DRAIN PANS.
	12)PLEASE INDECATE ON PLANS WITCH RTU IS
	NUMBER TWO.
	13)PLEASE SUBMIT DETAIL ON AHU ON THE
	PLANS.

	PLAN REVIEW BY HAROLD MOSER 561-805-6732

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2006-01-09			Cont ID
Sent By	kstevens			Date	2006-01-09	Time	07:36	Rev Time	0.00
Received By	kstevens			Date	2006-01-09	Time	07:36	Sent To

Notes

2006-01-09 00:00:00	DENIED
	REFERENCE: FBC-2001 PLUMBING
	FBC-2001 FUEL GAS
	FBC-2001 BUILDING
	FBC-2001 CHAPTER 1
	FBC-2001 CHAPTER 11
	FHA-98 DESIGN MANUAL
	CITY WPB CODE
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	1. ALL ARCHITECTURAL SHEETS: THE
	PERSONAL SEAL, SIGNATURE, AND THE DATE
	THE ARCHITECT SHALL APPEAR ON ALL
	DOCUMENTS TO BE FILED FOR PUBLIC RECORD.
	THE SIGNATURE IS A "STAMP OF THE
	SIGNATURE" AND AS SUCH IS NOT APPROVED.
	THERE IS NOT DATE ON THE SEAL WHEN IT
	WAS AFFIXED TO THE PLANS. FAC
	61G1-16.003 61G1-16.004(5) & FS 481.2055
	2. SHT A.003 DETAILS 1(A)(B)(C)(D),
	2(A)(B), & 4(A)(B(C)(D), WATER CLOSETS
	ADJACENT TO WALLS SHALL BE 1'6", NOT
	1'6" MINIMUM. THIS IS AN ABSOLUTE
	MEASUREMENT. SEE PAGES 6.3 & 6.5 FHA
	DESIGN MANUAL.
	3. SHT A.003 SUBMIT DETAILS FOR SHOWERS
	PER REQUIREMENTS #6 & 7B FHA DESIGN
	MANUAL. THE CLEAR FLOOR SPACE FOR THE
	SHOWERS SHALL BE PARALLEL WITH THE
	FIXTURE AND FLUSH WITH THE CONTROL WALL.
	SEE PAGE 7.56 FHA DESIGN MANUAL.
	4. SHT A.003 UNIT DETAILS INDICATE
	"APPLICABLE TO UNITS A, B, C, D ETC. BUT
	FLOOR PLANS INDICATE UNITS C1, C2, C3,
	C4 ETC. PLEASE CORRELATE FLOOR PLANS
	WITH TYPICAL DETAILS. SECTION 104.2.1.
	5. SHT A.003 INDICATE WHICH POWDER ROOM
	DETAILS APPLY TO WHICH "TH" UNITS.
	SECTION 104.2.1.
	6. SHT A.003 DETAIL 1(C) PER HUD, THE
	BIDET HAS NO REQUIREMENTS, BUT THE BIDET
	SHALL NOT ENCROACH INTO THE CLEAR FLOOR
	SPACE OF THE WATER CLOSET.
	7. SHT A-106 BUSINESS OFFICE (553)
	ACCESS TO TOILET FACILITIES SHALL BE
	LOCATED NOT MORE THAN ONE STORY ABOVE OR
	BELOW THE EMPLOYEES REGULAR WORK AREA.
	SECTION 403.4.
	8. SHT A-108 SUBMIT CALCULATION FOR
	PRIMARY AND SECONDARY ROOF DRAINS. SHOW
	THE SF FOR EACH AREA DRAINED, ALONG WITH
	1/2 AREA OF ALL VERTICAL WALLS AND ANY
	AREA OF ROOF THAT DRAINS ONTO THE ROOF
	FROM ABOVE. SECTIONS 1106 & 1107 AND ALL
	SUBSECTIONS.
	9. SHTS A-801 THRU A-802C & A-808 ALL
	"TH" UNITS: PRIMARY LEVEL TO BE COVERED
	PER FHA DESIGN MANUAL. SHOW THE FLOOR
	PLAN FOR EACH TYPE OF "TH" UNIT WITH
	CLEAR FLOOR SPACE REQUIRED BY PAGES 7.43
	& 7.47. ALSO SHOW MAX HIEGHT FOR LAV AT
	34" REQUIRED ON PAGE 7.52 FHA DESIGN
	MANUAL.
	10. SHTS A-803 THRU A-807A INDICATE
	SPECIFICATION "A" OR "B" FOR EACH UNIT -
	BATHROOM AS REQUIRED ON PAGES 7.34 &
	7.44 OF THE FHA DESIGN MANUAL.
	11. SUBMIT A FINISH SCHEDULE FOR PUBLIC
	- COMMON USE TOILET FACILITIES ON THE
	THIRD FLOOR. SECTIONS 1204.2 & 104.2.1.
	12. SHT PO.1 PLUMBING SHEET INDEX: SHTS
	P2.6.1, P2.6.2, P2.7.1, P2.7.2, P2.8.1,
	P2.8.2, & P3.6.1 SHOWN ON THE INDEX HAVE

	NOT BEEN SUBMITTED. - P1.1 NOT SHOWN ON
	THE INDEX. P5.1.5 & P5.1.6 DO NOT
	REFLECT THE INDEX SHEETS. - SHTS P5.1.4,
	P5.1.5, & P6.1.4 HAVE BEEN SUBMITTED BUT
	ARE NOT ON THE PLUMBING SHEET INDEX. -
	SHT P5.1.3 ARE SANT. RISERS, BUT ARE
	INDICATED AS STORM. PLEASE CLARIFY.
	SECTION 104.2.1.
	13. ALL PLUMBING SHEETS: INDICATE RISER
	NUMBER FOR EACH SYSTEM THROUGH ALL
	FLOORS IN ORDER TO TRACE RISERS THROUGH
	BUILDING. SECTION 104.2.1.
	14. SHT P2.1.1 SD UP RISER NEXT TO 4"
	SAN DOWN (70DFU) SHOWS NO PIPING TO
	BUILDING DRAIN. SECTION 104.2.1.
	15. P2.1.2 FLOOR DRAINS IN THE TRASH
	ROOM/AREA AND IN THE CORRIDOR SHALL BE
	VENTED. SECTION 901.2.1. - 3/4"
	CONDENSATE UP NOT SHOWN ON THE FLOOR
	ABOVE. - SANT. UP NOT SHOWN ON THE
	FLOOR ABOVE. (S.W. CORNER). - RISERS
	STATE "DOWN" BUT PLUMBING LEGEND SHOWS
	"UP". (THIS IS ALSO SHOWN ON SHT P2.1.2)
	PLEASE CLARIFY SECTION 104.2.1.
	16. SHT P2.2.2 SANT. RISERS #24 & #26
	ARE NOT SHOWN ON FLOOR PLAN. - TWO SETS
	OF STORM RISERS SHOWN ON THE FLOOR PLAN
	WERE NOT SHOWN ON PREVIOUS LEVEL FLOOR
	PLAN. - ONE SET OF STORM RISERS SHOWN ON
	THE FLOOR PLAN WERE NOT SHOWN ON THE
	FOLLOWING LEVEL FLOOR PLAN. PLEASE
	CLARIFY. SECTION 104.2.1.
	17. SHT P2.3.1 SHOW THE LOCATION OF ALL
	SECONDARY DRAINS REQUIRED BY SECTION
	1107. SUBMIT CALCULATION FOR PRIMARY AND
	SECONDARY DRAINS PER 1106 & 1107. SEE
	COMMENT NUMBER 8.
	18. RETAIL SPACES ARE SHELL ONLY THIS
	PERMIT. SEPARATE PERMITS ARE REQUIRED
	FOR THE BUILDOUT FOR THE TENANT SPACES.
	THIS IS INFORMATIONAL ONLY.
	19. SHT P2.3.2 INDICATES 1-1/2" CD
	RISER, (NEXT TO LOBBY), BUT NOT SHOWN ON
	FLOOR PLAN ABOVE. PLEASE CLARIFY.
	SECTION 104.2.1.
	20. SHT P2.4.2 CONDENSATE LINE BETWEEN
	ROOMS 433 & 407 IS NOT SHOWN.
	21. SHT P2.5.1 INDICATE CONDENSATE PLAN
	NOTE NUMBER FOR AHU IN UNIT C-5A(720) -
	CONDO UNIT C-2(515) INDICATES PLAN NOTE
	#3. PLEASE CLARIFY. SECTION 104.2.1.
	22. SHT P2.5.2 CONDENSATE RISER IN
	UNIT C-1(730) INDICATES PLAN NOTE #2.
	PLEASE CLARIFY. SECTION 104.2.1.
	23. FIRST SHT P2.5.1 DOES NOT INDICATE A
	FLOOR LAVEL, SECOND SHT P2.5.1 SHOW THE
	LOCATION FOR ALL VENTS THRU ROOF AND
	INDICATE RISER NUMBER FOR EACH. -
	SUBMIT CALCULATION FOR PRIMARY AND
	SECONDARY ROOF DRAINS. SEE COMMENT #8.
	SECTIONS 1106 & 1107 AND ALL SUBSECTONS.
	24.SECOND SHT P2.5.2 SUBMIT CALCULATIONS
	FOR PRIMARY AND SECONDARY ROOF DRAINS.
	SEE COMMENT #8. SECTIONS 1106 & 1107. -
	DRAINS FOR CCC UNITS SHALL BE LOCATED
	UNDER THE UNITS TO PREVENT TRIPPING
	HAZARDS AND TO KEEP STORM WATER FROM
	DRAINING INTO THE SANT. SYSTEM. ONE
	DRAIN FOR EACH UNIT REQUIRED. CITY CODE
	90-125(5).
	25. SHT P3.1.2 COLD WATER UP TO CHUTE
	WASHDOWN REQUIRES BACKFLOW PROTECTION.
	INDICATE METHOD OF PROTECTION. SECTION
	608.
	26. PLEASE CHECK SHEET NUMBERS AS THERE
	ARE REPEAT NUMBERS. ALSO CHECK THE SHEET
	NUMBERS AGAINST THE PLUMBING SHEET INDEX
	TO MAKE SURE ALL SHEETS ARE SUBMITTED
	AND TO MAKE SURE ALL SHEETS SUBMITTED
	ARE ON THE INDEX. SECTION 104.2.1.
	27. SHT P3.3.1 SEPARATE BACKFLOW
	PROTECTION REQUIRED FOR POOL FILL LINE.
	AN RPZV BACKFLOW IS REQUIRED. SECTION
	608.13.2.
	28. SHEET INDICATING WATER SUPPLY PLAN
	4TH FLOOR-NORTH SECTION MIS-NUMBERED.
	PLEASE CLARIFY/CORRELATE WITH PLUMBING
	SHEET INDEX. SECTION 104.2.1.
	29. SHT INDICATING WATER SUPPLY PLAN 5TH
	FLOOR "SOUTH" SECTION, PREVIOUS SHEETS
	WERE DESIGNATED AS "EAST" OR "WEST".
	THIS IS ALSO THE THIRD SHEET NUMBERED
	P3.4.2. - INDICATE WHAT DESIGNATION WSCB
	& WSH ETC STANDS FOR. - NOTE STATES "SEE
	UNIT LAYOUTS ON SHEET P4.1". SHT P4.1
	NOT SUBMITTED. SECTION 104.2.1.
	30. SHT P4.1.1INDICATES TWO "TYPICAL
	UNIT "C2" FOR THE WATER SUPPLY. ONLY ONE
	C2 FLOOR PLAN FOUND. PLEASE CLARIFY.
	SECTION 104.2.1.
	31. PLEASE SUBMIT WATER SUPPLY PLANS AND
	FLOOR PLANS FOR THE FOLLOWING UNITS:
	C-1A, C-2A, C-2B, C-2C, C-2D, C-2E,
	C-2F, C-2G, C-2H, C-5A, TH-1A, TH-1B,
	TH-1C, TH-1D, TH-2A, TH-2B, TH-2C.
	32. SHT P5.1.1 VENTS ARE REQUIRED ON THE
	FLOOR DRAINS IN THE TRASH ROOM/AREA &
	CORRIDOR. SECTION 901.2.1. - CLEANOUTS
	REQUIRED IN BLDG PLUMBING DRAIN MAXIMUM
	100' SECTION 708.3.2. - DFU'S FOR SOME
	RISERS DO NOT RELFECT THE FLOOR PLANS. -
	RISER DOES NOT REFLECT THE FLOOR PLAN
	WHERE RISER #13 CONNECTS TO THE BUILDING
	DRAIN. - INDICATE RISER # FOR VENT
	CONNECTION FOR M/B IN UNIT UPSTREAM OF
	RISER #12. PLEASE CLARIFY. SECTION
	104.2.1.
	33. CLEANOUTS FOR BUILDING DRAIN SHALL
	BE INSTALLED A MAXIMUM OF 100'. SECTION
	708.3.2. - CLEANOUT AT END OF RUN BY
	SANT. RISER #8 NOT SHOWN. - BLDG DRAIN
	DOES NOT REFLECT THE FLOOR PLAN WHERE
	THE DRAIN SPLITS TOWARD RISERS #1 &
	RISERS 4 THRU 8. SECTION 104.2.1.
	34. SHTS P5.1.3 THRU P5.1.5, EVERY VENT
	STACK SHALL CONNECT TO THE BASE OF THE
	DRAINAGE STACK. ALL RISERS WITH VENT
	STACKS SHALL COMPLY. SECTION 903.4.
	35. SHT P5.1.3 SANT RISER #2 DOES NOT
	REFLECT THE FLOOR PLAN. AN EXTRA LAV IS
	SHOWN. SECTION 104.2.1.
	36. SHT P5.1.3 SANT RISER #4 DOES NOT
	REFLECT THE FLOOR PLAN. SHOWS A SHOWER,
	BUT A TUB IS ON FLOOR PLAN.- A VENT IS
	REQUIRED ON LAV IN THE MASTER BATH.
	SECTIONS 104.2.1 & 901.2.1.
	37. SHT P5.1.3 SANT RISER #6 DOES NOT
	REFLECT THE FLOOR PLAN WHERE THE RISERS
	& BRANCH LINES CONNECT TO THE BUILDING
	DRAIN. SECTION 104.2.1.
	38. SHT P5.1.3 SANT. RISER #8 DOES NOT
	REFLECT THE FLOOR PLAN FOR 2 BATHROOM
	GROUPS ALL FLOORS, AND THE FIRST
	BATHROOM GROUP 3RD FLOOR. SECTION
	104.2.1.
	39. SHT P5.1.4 SANT. RISER #9 DOES NOT
	REFLECT THE FLOOR PLAN WHERE THE RISERS
	AND BRANCH LINES CONNECT TO THE BUILDING
	DRAIN. SECTION 104.2.1.
	40. SHT P5.1.4 SANT. RISER #10 DOES NOT
	REFLECT THE FLOOR PLAN AT LAV ARMS BY
	JAC2. SECTION 104.2.1.
	41. SHT P5.1.4 SANT. RISER #12 DOES NOT
	REFLECT THE FLOOR PLAN AT LAV ARMS BY
	JAC2, NOR WHERE THE RISERS & BRANCH
	LINES CONNECT TTO THE BUILDING DRAIN.
	SECTION 104.2.1.
	42. SHT P5.1.4 SANT. RISER #13 DOES NOT
	REFLECT THE FLOOR PLAN. 1ST & 2ND FLOORS
	ARE NOT SHOWN ON RISER. SECTION 104.2.1.
	43. SHT P5.1.4 SANT. RISER #14 DOES NOT
	REFLECT THE FLOOR PLAN AT LAV ARM NEXT
	TO JAC2. SECTION 104.2.1.
	44. SHT P5.1.4 SANT. RISERS #'S 16 & 20
	DRAIN REQUIRED FOR EACH CCC UNIT ON THE
	ROOF LOCATED UNDERNEATH THE UNITS TO
	PREVENT A TRIPPING HAZARD AND TO PREVENT
	STORM WATER FROM ENTERING THE SANT.
	SYSTEM.
	45. SHT P5.1.4 SANT RISER #17 BATHROOM
	GROUPS DO NOT REFLECT THE FLOOR PLAN 3RD
	THRU 7TH FLOORS. SECTION 104.2.1.
	46. SHT P5.1.5 SANT. RISER #18 DOES NOT
	REFLECT THE FLOOR PLAN. SECTION 104.2.1.
	47. SHT P5.1.5 SANT. RISER #21 DOES NOT
	REFLECT THE FLOOR PLAN WHERE THE RISERS
	AND BRANCH LINES CONNECT TO THE BUILDING
	DRAIN. SECTION 104.2.1.
	48. SHT P5.15 SANT. RISER #22 DOES NOT
	REFLECT THE FLOOR PLAN ON THE 1ST FLOOR
	AT TH W/C AND LAV. SECTION 104.2.1.
	49. SHT P5.1.5 SANT. RISER #23 DOES NOT
	REFLECT THE FLOOR PLAN. SECTION 104.2.1.
	50. SHTS P5.2.1, P5.2.2 & P5.2.3 -
	SECONDARY DRAINS ARE NOT SHOWN FOR THE
	POOL DECK LEVEL AS REQUIRED BY SECTION
	1107. DISCHARGE SHALL BE ABOVE GRADE IN
	A LOCATION WHICH WOULD NORMALLY BE
	OBSERVED BY THE BUILDING OCCUPANTS OR
	MAINTENANCE PERSONAL, AND SEPARATE
	SYSTEMS ARE REQUIRED FOR PRIMARY AND
	SECONDARY DRAINS. SECTION 1107.2-
	SIZING OF STORM SYSTEM TO BE CHECKED
	AFTER CALCULATIONS FOR PRIMARY AND
	SECONDARY ROOF DRAINS ARE SUBMITTED.
	SECTION 1106 & 1107.
	51. SUBMIT STORM BLDG. DRAIN ISOMETRIC
	RISER DIAGRAM SHOWING ALL PIPE SIZES,
	I.D. ALL RISERS & SHOW SF AS IT
	ACCUMULATES IN THE SYSTEM.
	52. SHT P6.1.3 TYPICAL UNIT "C1" WATER
	HAMMER ARRESTORS ARE REQUIRED ON ICE
	MAKER LINE, AND ON BOTH HOT & COLD LINES
	FOR THE W/M & KITCHEN SINK. SECTION
	604.9.
	53. SHT P6.1.3 TYPICAL UNIT "C2" WATER
	HAMMER ARRESTOR REQUIRED ON COLD WATER
	AT KITCHEN SINK FOR ICE MAKER. SECTION
	604.9.
	54. SHT P6.1.3 TYPICAL UNIT "C3" WATER
	HAMMER ARRESTOR REQUIRED ON HOT WATER
	AT KITCHEN SINK & FOR ICE MAKER LINE. -
	RISER DOES NOT REFLECT THE FLOOR PLAN AT
	THE SHOWER IN M/B. SECTIONS 104.2.1 &
	604.9.
	55. SHT P6.1.3 TYPICAL UNIT "TH-1" WATER
	HAMMER REQUIRED ON ICE MAKER LINE.
	SECTION 604.9.
	56. SHT P6.1.3 SHOWS 2 OTHER "TYPICAL
	UNITS C1". THESE DO NOT REFLECT ANY
	FLOOR PLAN. PLEASE CLARIFY. SECTION
	104.2.1.
	57. SUBMIT WATER ISOMETRICS FOR THE
	FOLLOWING UNITS: C-1A, C-1B, C-2A, C-2B,
	C-2C, C-2D, C-2E, C-2F, C-2G, C-2H,
	C-5A, TH-1A, TH-1B, TH-1C, TH-1D, TH-2,
	TH-2A, TH-2B, TH-2C.
	58.SHT P6.1.4 GAS PIPING ISOMETRIC:
	SUBMIT APPROVED TABLES FOR SIZING PIPE
	PER FBC-2001 FUEL GAS CODE.
	59. INFORMATIONAL: PLANS DO NOT APPEAR
	TO BE COMPLETE AT THIS TIME. MORE
	COMMENTS MAY BE FORTHCOMING UPON NEXT
	SUBMITTAL OF PLAN AND DEPENDING UPON
	COMMENT RESPONSES.
	60. SUBMIT A DETAIL FOR THE BOILERS.
	SHOW ALL PIPING WITH PIPE SIZES, VALVES,
	ETC. PIPING SHALL INDICATE THAT ALL
	BOILERS SHALL BE DRAWN FROM
	SIMULTANEOUSLY. SECTION 104.2.1.
	61. THE FOLLOWING INFORMATION IS
	REQUIRED FOR THE GAS APPLICATION FOR
	PERMIT:
	A. SUBMIT AN ISOMETRIC DRAWING THAT
	CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
	AND CORRESPONDING LENGHTS PER FBC-2001
	FUEL GAS.
	B. SHOW TYPE OF PIPING MATERIAL BEING
	INSTALLED, ALL PIPE SIZES, (AND THE EDH
	NUMBER OF CORRUGATED STAINLESS STEEL
	TUBING FOR EACH PIPE SIZE BEING USED.
	C. TYPE OF GAS, (LP OR NATURAL)
	D. BTU LOAD OF EACH APPLIANCE AND THE
	TOTAL BTU LOAD ON THE SYSTEM. REFER TO
	THE FBC-2001 FUEL GAS CODE SECS. 401.8
	THRU 402.5.2 AND TABLES 402(1) THRU
	402(34).
	E. SHOW THE DISTANCE FROM THE POINT OF
	DELIVERY, (METER), TO THE MOST REMOTE
	OUTLET IN THE BUILDING AND/OR SYSTEM PER
	FBC-2001 FUEL GAS CODE APPENDIX A - USE
	OF CAPACITY TABLES (A)(3).
	F. SUBMIT CALCULATIONS FOR COMBUSTION
	AIR (IF APPLICABLE) PER FBC-2001 FUEL
	GAS CODE SECTION 304.
	G. INDICATE THE DELIVERY PRESSURE (PSI)
	PER FBC-2001 FUEL GAS CODE SEC. 402.2.
	NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
	H. SUBMIT A DETAIL SHOWING THE TYPE,
	LOCATION, SIZE AND TERMINATION OF THE
	GAS VENTS PER FBC-2001 FUEL GAS CODE
	SECS. 502 THRU 506.
	I. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
	EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND THE
	FBC-2001 FUEL GAS CODE SEC 402.2
	J. CLEARLY SHOW THE LOCATION AND CAP-
	ACITY OF LP TANK(S), TYPE OF TANK (DOT
	OR ASME), THE DISTANCE OF THE TANK FROM
	THE BUILDING AND ADJACENT PROPERTY LINES
	THE DISTANCE OF THE TANK FROM ALL SOUR-
	CES OF IGNITION, OTHER CONTAINERS, BUILD
	INGS, AND THE LOCATION OF ANY BUILDING
	OPENINGS BELOW THE RELIEF VALVE OF THE
	TANK PER NFPA 58, TABLE 3-2.2.2.
	K. CLEARLY INDICATE ON THE PLAN IF THE
	LP TANK IS ABOVE OR BELOW GROUND, AND
	SHOW REQUIRED PROTECTION OF THE TANK AND
	APPURTENANCES PER NFPA 58. IF THE TANK
	IS BELOW GROUND THE CONTAINER SHALL BE
	SECURILY ANCHORED PER NFPA 58 SECTION
	3-2.2.7(H).
	L. IF REGULATORS ARE USED, SUBMIT MANUF.
	SPECIFICATIONS FOR THE REGULATORS. IF
	REGULATORS ARE VENTED, SUBMIT ISOMETRICS
	SHOWING SIZE, MATERIAL, AND LOCATION OF
	VENT TERMITATIONS. SECTION 104.2.1.

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUM-
	BER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICA
	TION PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. THANK
	YOU FOR YOUR ANTICIPATED COOPERATION.

	REVIEW BY KEN STEVENS
	(561) 805-6721
	FAX (561) 653-2692
	E-MAIL [email protected]

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2006-03-03			Cont ID
Sent By	eschneid			Date	2006-03-03	Time	13:49	Rev Time	0.00
Received By	eschneid			Date	2006-03-03	Time	13:49	Sent To

Notes

2006-03-03 00:00:00	1) PER ORDINANCE NO. 3914-05, PRIOR TO
	THE ISSUANCE OF THE FIRST BUILDING
	PERMIT, THE APPLICANT/OWNER SHALL:

	A) RECORD PUBLIC ACCESS EASEMENTS FOR
	ROADWAYS AND ADJACENT SIDEWALKS
	THROUGHOUT THE SITE.THIS MAY BE DONE
	ON A PLAT OR SEPARATE INSTRUMENT.

	B) RECORD A RESTRICTIVE DEED OR COVENANT PREVENTING THE
	GATING OF ANY OF THE
	ROADWAYS IN THE MIZNER PARK RPD.

	C) RECORD A MAINTENANCE AGREEMENT FOR
	THE PAVERS AND LANDSCAPING IN THE HANK
	AARON DRIVE TRAFFIC OVAL.

	D) RECORD A MAINTENANCE AGREEMENT FOR
	THE LAKE PATH AND LANDSCAPING ADJACENT
	TO THE MIZNER LAKES RPD.

	2) THE MONUMENT SIGN HAS CHANGED
	LOCATION AND CONFIGURATION FROM THE
	PLANS APPROVED BY ORDINANCE NO. 3914-05.
	APPROVAL OF A MINOR AMENDMENT IS
	REQUIRED FOR THE NEW LAYOUT.

	3) THE DETENTION AREAS HAVE CHANGED
	CONFIGURATION FROM THE PLANS APPROVED BY
	ORDINANCE NO. 3914-05.APPROVAL OF A
	MINOR AMENDMENT IS REQUIRED FOR THE NEW
	LAYOUT.

	4) THE DISABLED PARKING SPACE DETAIL
	DOES NOT APPEAR TO PROVIDE ADEQUATE
	DEPTH TO PREVENT A CAR TO INTRUDE INTO
	THE DROVE AISLE.VERIFY GRAPHICALLY
	THAT THE DEPTH IS ADEQUATE.

	5) THE PARKING SPACE DETAILS SHALL STATE
	THAT WHEEL STOPS BE LOCATED TWO (2) FEET
	FROM THE FRONT OF THE SPACE.

	6) THE LANDSCAPE PLAN DOES NOT MATCH THE
	SITE AND ENGINEERING PLANS.THE
	ON-STREET PARKING AT THE NORTHWEST
	CORNER OF THE BUILDING HAS BEEN CHANGED
	FROM WHAT WAS APPROVED BY ORDINANCE NO.
	3914-05 ON THE SITE AND ENGINEERING
	PLANS BUT NOT THE LANDSCAPE PLAN.
	APPROVAL OF A MINOR AMENDMENT IS
	REQUIRED FOR THE NEW LAYOUT.

	7) THE LAYOUT OF THE PARKING STRUCTURE
	HAS CHANGED FROM WHAT WAS APPROVED BY
	ORDINANCE NO. 3914-05.APPROVAL OF A
	MINOR AMENDMENT IS REQUIRED FOR THE NEW
	LAYOUT.

	8) IS THE SPACE IN THE NORTHWEST CORNER
	OF THE GARAGE A LOADING ZONE OR A
	PARKING SPACE?IT IS LABELED
	DIFFERENTLY ON THE SITE, LANDSCAPE AND
	ENGINEERING PLANS AND SHEETS WITHIN THE
	PLANS.

	9) THE PARKING CALCULATION TABLE ON
	SHEET A-002 IS INCORRECT.IT SHOWS THE
	WRONG NUMBER OF UNITS COMPARED TO THE
	UNIT BREAKDOWN TABLE.IT SHOULD ONLY
	LIST THE PARKING PROVIDED WITH THE
	PERMIT FOR BUILDING NO. 4 LIMITS OF
	WORK.THE SPACES PROVIDED SHALL EQUAL
	OR EXCEED THE SPACES REQUIRED. WHILE NO
	LOADING SPACES ARE REQUIRED FOR BUILDING
	NO. 4, ENUMERATE ANY THAT ARE PROVIDED.

	10) PROVIDE VERIFICATION FROM THE CITY?S ENGINEERING
	AND PARKING DEPARTMENTS THAT
	THE CITY RECOGNIZES THE SAME NUMBER OF
	PARALLEL PARKING SPACES ON HANK AARON
	DRIVE AS SHOWN ON THE SUBMITTED PLANS.
	SOME OF THE SPACES ON THE PLAN SCALE OUT
	AS TOO SHORT AND THUS MAY NOT COUNT
	TOWARD THE PROVIDED PARKING.

	11) THE FOOTPRINT OF THE BUILDING, TO
	INCLUDE ENTRYWAYS AND SIDEWALKS, HAS
	CHANGED FROM WHAT WAS APPROVED BY
	ORDINANCE NO. 3914-05.APPROVAL OF A
	MINOR AMENDMENT IS REQUIRED FOR THE NEW
	LAYOUT.

	12) THE LAYOUT OF THE POOL/AMENITY DECK
	HAS CHANGED FROM WHAT WAS APPROVED BY
	ORDINANCE NO. 3914-05.APPROVAL OF A
	MINOR AMENDMENT IS REQUIRED FOR THE NEW
	LAYOUT.

	13) THE LAYOUT OF THE PERIMETER AND POOL
	AMENITY DECK LANDSCAPING HAS CHANGED
	FROM WHAT WAS APPROVED BY ORDINANCE NO.
	3914-05.APPROVAL OF A MINOR AMENDMENT
	IS REQUIRED FOR THE NEW LAYOUT.

	14) THE WATER FEATURE SHOWN ON THE PLANS
	APPROVED BY ORDINANCE NO. 3914-05 IS
	SHOWN AS A PUMP HOUSE ON THE SUBMITTED
	PLANS.WHILE STAFF PREFERS TO SEE A
	COMMUNITY AMENITY AT THIS LOCATION, A
	MINOR AMENDMENT APPROVAL IS REQUIRED FOR
	THE NEW LAYOUT.THE PUMP HOUSE NEEDS TO
	BE SCREENED BY LANDSCAPE.

	15) SHOW THE HANK AARON DRIVE PROPERTY
	LINE ON THE SHEETS WITH THE FLOOR AND
	ROOF PLANS INCLUDING A DIMENSION LINE TO
	SHOW THE SETBACK OF THE BUILDING,
	BALCONIES AND ROOF FROM THE PROPERTY
	LINE.

	16) REMEMBER THAT THE DEVELOPER IS
	RESPONSIBLE FOR CONSTRUCTING THAT
	PORTION OF THE LAKE PATH ADJACENT TO THE
	SUBJECT SITE TO CITY STANDARDS AT THE
	OWNER?S EXPENSE AND WILL CONTINUE THE
	THEME THAT HAS BEEN ESTABLISHED ADJACENT
	TO THE HOME DEPOT DEVELOPMENT PRIOR TO
	THE ISSUANCE OF A CERTIFICATE OF
	OCCUPANCY FOR THE FIRST RESIDENTIAL UNIT
	IN THE MIZNER LAKES RPD. THE DEVELOPER
	OR PROPERTY OWNER?S ASSOCIATION IS
	RESPONSIBLE FOR THE MAINTENANCE OF SAID
	PORTION OF THE LAKE PATH.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.