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Plan Review Details - Permit 06040135

Plan Review Stops For Permit 06040135

Review Stop	AD			ADDRESSING
Rev No	2	Status	F	Date	2006-06-16			Cont ID
Sent By	lursu			Date	2006-06-16	Time	10:21	Rev Time	0.00
Received By	lursu			Date	2006-06-16	Time	10:21	Sent To

Notes

2006-06-16 00:00:00	SENT E-MAIL TO DEVELOPER WITH THE
	REQUIREMENTS TO NAME THE PRIVATE STREET
	AS "CORPORATE WAY ".THE STREET NAME MUST
	BE DEPICTED ON THE APPROVED SITE PLAN
	BEFORE RELEASING NEW ADDRESS.

Review Stop	AD			ADDRESSING
Rev No	1	Status	F	Date	2006-05-23			Cont ID
Sent By	lursu			Date	2006-05-23	Time	14:02	Rev Time	0.00
Received By	lursu			Date	2006-04-05	Time	15:33	Sent To

Notes

2006-05-23 00:00:00	THE PRIVATE ROADWAY MUST BE NAMED FIRST
	BEFORE ISSUING AN ADDRESS
	E-MAIL WAS SENT TO GEORGE CANTONIS @
	[email protected] ON MAY 19/06
2006-05-19 00:00:00	ADDRESS CHANGE FROM 2200 45TH ST TO A
	NEW ADDRESS BASED ON THE PRIVATE ROADWAY
	IS REQUIRED
2006-05-04 00:00:00	PROJECT UNDER REVIEW

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2006-05-10			Cont ID
Sent By	jwitmer			Date	2006-05-10	Time	09:50	Rev Time	22.77
Received By	jwitmer			Date	2006-05-10	Time	09:50	Sent To

Notes

2006-05-15 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 06040135
	ADD: 2208045TH ST
	CONT:O'CONNORS& TAYLOR, INC.
	TEL: (561)863-7349

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW
	ACTION: DENIED

	1)--- VERY IMPORTANT STATEMENT ---
	PLEASE DO NOT IGNORE!
	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.

	2) PLEASE CONTACT LILI URSA MIS
	ADDRESSING TECHNITION FOR THE CORRECT
	ADDRESS. CITY RECORDS INDICATE THE
	CORRECT ADDRESS TO BE 2200 45TH STREET
	FOR THIS PARCEL. CONTACT LILI @ (561)
	805-1239.

	THE LETTER FROM THE ARMY CORP OF
	ENGINEERS IS FOR THE PROPERTY LOCATED AT
	2200 45TH ST NOT 2208 45TH STREET.

	3) FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED
	WITH THE CLERK OF THE COURT BEFORE A
	PERMIT WILL BE ISSUED. NOTE: 713.13(2)
	IF THE WORK DESCRIBED IN THE NOTICE OF
	COMMENCEMENT IS NOT ACTUALLY COMMENCED
	WITHIN 90 DAYS AFTER THE RECORDING
	THEREOF, SUCH NOTICE IS NULL & VOID.

	4)DLW ARCHITECTS- AA0002714 THE
	CERTIFICATE OF AUTHORIZATION IS NULL &
	VOID SINCE 02/28/2003.
	481.219 F.S.CERTIFICATE OF
	AUTHORIZATION.THE TITLE BLOCK FOR ANY
	SHEET BEARING THE NAME OF AN ARCHITECT
	PRACTICING UNDER A FICTITIOUS NAME, A
	CORPORATION, OR A PARTNERSHIP, OFFERING
	ARCHITECTURAL SERVICES, SHALL INCLUDE
	THE CERTIFICATE OF AUTHORIZATION
	NUMBER.ADD THE NUMBER TO EACH SHEET.
	THIS MAY BE ADDED BY HAND.

	5) ALL A-10 SHEETS (PRODUCT APPROVALS)
	THE DESIGN PROFESSIONAL FAILED TO SIGN
	AND SEAL THESE SHEETS.
	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

	6) THIS STRUCTURE IS CONCIDERED A
	THRESHOLD BUILDING REQUIRING (3) OF ALL
	DOCUMENTS TO BE SUBMITTED TO THE
	BUILDING DEPARTMENT, PLANS, REVISIONS,
	LETTERS,AND OR SUBMITTALS,ETC

	7A) 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.

	7B)FL S. S. 553.71(7) " THRESHOLD
	BUILDING" MEANING ANY BUILDING WHICH IS
	GREATER THAN (3) STORIES OR 50 FT IN
	HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
	CY CLASSIFICATION AS DEINED IN THE
	FLORIDA BUILDING CODE WHICH EXCEEDS
	5,000 SQ FT IN AREA AND AN OCCUPANT
	CONTENT OF GREATER THAN 500 PERSONS.
	105.13.1 THE ENFORCING AGENCY SHALL
	REQUIRE A SPECIAL INSPECTOR TO PERFORM
	SRUCTURAL INSPECTIONS ON A THRESHOLD
	BUILDING PURSUANT TO A STRUCTURAL INSPEC
	TION PLAN PREPARED BY THE ENGINEER OF
	RECORD. THE STRUCTURAL INSPECTION PLAN
	MUST BE SUBMITTED TO THE ENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A
	BUILDING PERMIT FOR THE CONSTRUCTION OF
	A THRESHOLD BUILDING. THE PURPOSE OF
	THE SRUCTURAL INSPECTION PLAN IS TO
	PROVIDE SPECIFIC INSPECTION PROCEDURES
	AND SCHEDULES SO THAT THE BUILDING CAN
	BE ADEQUATELY INSPECTED FOR COMPLIANCE
	WITH THE PERMITTED DOCUMENTS.
	T-0.01INSPECTION PLAN DOESN'T
	INDICATE ANY SHORING OR RESHORING IN THE
	INSPECTION PLAN, NOR LENGTH OF TIME
	SHORING SHOULD BE PLACED THERE.

	8) SOILS REPORT SUBMITTED IS A COPY OF
	THE SOILS ENGINEERS' SIGNATURE. NO
	RAISED SEAL.
	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

	9) 109.3.10* IMPACT OF CONSTRUCTION. ALL
	CONSTRUCTION ACTIVITY REGULATED BY THIS
	CODE SHALL BE PERMORMED IN A MANNER SO
	AS NOT TO ADVERSLY IMPACT THE CONDITION
	OF ADJACENT PROPERTY, UNLESS SUCH
	ACTIVITY IS PERMITTED TO AFFECT SAID
	PROPERTY PURSUANT TO A CONSENT BY THE
	APPLICABLE PROPERTY OWNER, UNDER TERMS &
	CONDITIONS AGREEABLE TO THE APPLICABLE
	PROPERTY OWNER.THIS INCLUDES BUT IS NOT
	LIMITED TO THE CONTROL OF DUST, NOISE,
	WATER OR DRAINAGE RUN-OFF, DEBRIS, AND
	THE STORAGE OF CONSTRUCTION MATERIALS.
	NEW CONSTRUCTION ACTIVITY SHALL NOT
	ADVERSELY IMPACT HISTORICSURFACE WATER
	DRAINAGE FLOWS SERVING ADJACENT
	PROPERTIES, & MAY REQUIRE SPECIAL
	DRAINAGE DESIGNCOMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE
	POSITIVE PATTERNS OF THE AFFECTED
	SITES.ACCORDINGLY, DEVELOPERS,
	CONTRACTORS, AND OWNERS OF ALL NEW
	RESIDENTIAL DEVELOPMENET, INCLUDING
	ADDITIONS, POOLS, PATIOS, DRIVEWAYS,
	DECKS, OR SIMILAR ITEMS, ON EXISTING
	PROPERTIES RESULTING IN A DECREASE IN
	EXCESS OF 800SQ FT OF PERMEABLE LAND
	AREA ON ANY PARCELL SHALL AS A PERMIT
	CONDITION, PROVIDE A PROFESSIONALY
	PREPARED DRAINAGE PLAN CLEARLY
	INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE
	IMPROVEMENT, A CERTIFICATE FROM A
	LICENSED ENGINEER SHALL BE SUBMITTED TO
	THE INSPECTOR IN ORDER TO RECEIVE
	APPROVAL OF THE FINAL INSPECTION.

	10) 109.3.10.1 HURICANE PROTECTION.
	IT SHALL BE UNLAWFUL FOR ANY PERSON TO
	ALLOW CONSTRUCTION RELATED MATERIALS
	EQUIPMENET AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION
	SITE FROM 24 HRS. AFTER A HURRICANE
	WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN
	LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
	EQUIPMENT AND DEBRIS SHALL BE EITHER
	REMOVED FROM THE CONSTRUCTION SITE OR
	SECURED IN SUCH A MANNER AS TO MINIMIZE
	THE DANGER OF SUCH CONSTRUCTION
	MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM
	HIGHWINDS.
	ANY PERSONS WHO FAILS TO COMPLY TO
	REMOVE OR SECURE THE CONSTRUCTION
	MATERIALS EQUIPMENT AND DEBRIS WITHIN
	24 HRS AFTER A HURRICANE WATCH HAS BEEN
	ISSUED SHALL BE SUBJECT TO A FINE NOT TO
	EXCEED $500.00.
	IN ADDITION TO THE ABOVE, A LICENSED
	CONTRACTOR WHO VIOLATES THIS SECTION
	SHALL BE SUBJECT TO DISCIPLINE PURSUANT
	TO SECTION 113 OF THIS CHAPTER.

	11) 110.2* W. P. B. ADMINISTRATIVE CODE,
	INFORMATION THAT IS REQUIRED FOR RECORD
	KEEPING & FOR CERTIFICATE OF OCCUPANCY:
	A) THE EDITION OFTHE CODE UNDER WHICH
	THE PERMIT WAS ISSUED.
	B) THE USE AND OCCUPANCY, IN ACCORDANCE
	WITH THE PROVISIONS OF CHAPTER 3.
	C) THE TYPE OF CONSTRUCTION AS DEFINED
	IN CHAPTER 6, TABLE 601.
	D) THE DESIGN OCCUPANT LOAD, SEE 1004.
	E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
	PROVIDED, WHETHER THE SPRINKLER SYSTEM
	IS REQUIRED.
	F) ANY SPECIAL STIPULATIONS & CONDITIONS
	OF THE BUILDING PERMIT.
	G) NUMBER OF UNITS
	H) NUMBER OF FLOORS
	I) NUMBER OF BEDROOMS
	J) NUMBER OF ROOMS
	K) NUMBER OF BEDROOMS
	L) SQ. FT. LIV SPACE/ FL
	M) SQ. FT. FOOTPRINT
	N) SQ. FT. UNDER ROOF (TOTAL)
	O) OCCUPANT LOAD
	P) FLOOD ZONE

	12) 1609.1.4(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.

	13) WPB ADMIN CODE 106.3* PRODUCT
	APPROVALS. THOSE PRODUCT WHICH ARE
	REGULATED BY DCA RULE 9B-72 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE
	DESIGNER OF RECORD PRIOR TO SUBMITTAL
	FOR JURISDICTIONAL APPROVAL.

	14) THE DESIGNER OF RECORD PRINTING THE
	PRODUCT APPROVALS AS PART OF THE PLAN
	MAKES IT DIFFICULT TO SEE WHAT APPROVALS
	ARE PRESENT AND WHICH AREN'T. ALSO NOTE
	IF THE CONTRACTOR CHANGES OUT PRODUCTS
	( A REVISION) THE PRODUCT APPROVALS
	PRINTED ON THE ARCHITECTURAL SHEETS WILL
	BE CHARGED A BASE FEE OF $50.00 AND
	$10.00 A PAGE WHERE AS THE PRODUCT
	APPROVAL ITSELF IS CHARGED A TOTAL OF
	$60.00.

	15) FL BLD CODE CHAP 13 ENERGY EFFICENCY
	PROVIDE ENERGY CALS/ W MANUAL "J".
	PLEASE USE THE 2004 FORMS. IF A DESIGN
	PROFESSIONAL PRODUCES THE ENERGY CALS,
	MUST BE SIGNED AND SEALED.

	16A) PLANS DO NOT SHOW AN ACCESSIBLE
	ENTRANCE, PASSENGER LOADING ZONE,
	11-4.1.2(1). FIGURE 10 ACCESS AISLE AT
	PASSENGER LOADING ZONE.

	16B) 11-4.1.3(1) AT LEAST ONE ACCESSIBLE
	ROUTE COMPLYING WITH 11-4.3 SHALL
	CONNECT ACCESSIBLE BUILDINGS OR FACILITY
	ENTRANCES WITH ALL ACCESSIBLE SPACES AND
	ELEMENTS WITHIN THE BUILDING OR
	FACILITY.

	17) A-0.1.1 THE PLANS DO NOT SHOW AN
	ACCESSIBLE ROUTE TO 45TH ST.11-4.1.2(1)
	AN ACCESSIBLE SITE SHALL MEET THE
	FOLOWING MINIMUM REQUIREMENTS:
	(1) AT LEAST ONE ACCESSIBLE ROUTE
	COMPLYING WITH SECTION 11-4.3 SHALL BE
	PROVIDED WITHIN THE BOUNDRY OF THE SITE
	FROM PUBLIC TRANSPORTATION STOPS,
	ACCESSIBLE PARKING SPACES, PASSENGER
	LOADING ZONES IF PROVIDED, AND PUBLIC
	STREETS OR SIDEWALKS, AND ACCESSIBLE
	BUILDING ENTRANCE.

	18) SHEET A-0.1.1 INDICATES THERE TO BE
	A TOTAL OF 102 PARKING SPACES REQUIRING
	(5) HANDICAPPED PARKING SPACES NOT 4.
	SEE 11-4.1.2(5) 101-150 +5 ACCESSIBLE
	SPACES.

	19) SHEET FP-1 PLANS SUBMITTED BY THOMAS
	TOWMEY, PE NOT SEALED,
	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

	20) SHEET FP-6 INDICATES IN (2) SECTIONS
	THAT THE 4" MAIN IS GOING THE LENGTH OF
	THE ATTIC AREA, A-5.1 AND OTHER CUT
	SHEETS INDICATE THE STRUCTURE IS TO HAVE
	A FLAT ROOF WITH ARCHITECTURAL PEDIMENTS

	21A) FIRE SPRINKLER PLANS WERE SUBMITTED
	BUT NO CALCULATIONS?

	21B) FP-5INDICATES USE OF A CPVC
	SPRINKLER SYSTEM WHICH IS A R-13(FOUR
	STORIES) WHERE AS THE PLAN CALLS OUT FOR
	A FULL 13 SYSTEM.903.3.1.1 NFPA 13
	SPRINKLER SYSTEMS.

	22) THE FIRE PUMP STRUCTURE FOUND ON
	FP-1 DOES NOT SHOW UP ON A-0.1.1, OR
	OTHER SHEETS?

	23) S2.03 INDICATES A MECHANICAL ROOM
	FOR THE POOL EQUIPMENT BUT NOT ON THE
	SITE PLAN? NOR DOES THE FIRE PUMP ROOM.

	24) EMERGENCY GENERATOR PROVIDE
	ADDITIONAL INFORMATION:
	GENERATOR SLAB & ANCHOR REQUIREMENT
	PLEASE PROVIDE SIZE OF GENERATOR(WXL),
	PLUS PROVIDE PLANS WITH THE INFORMATION
	DEPICTING HOLD DOWN BRACKETS, TYPE OF
	FASTENER, AND THE MINIMUM EDGE DISTANCE
	THE DEVICE REQUIRES WITHOUT LOAD
	REDUCTION.
	SECOND, PROVIDE INFORMATION ON THE
	SLAB, THICKNESS, WIDTH AND LENGTH, IF
	WIREMESH, FIBER MESH OR IF STEEL REBAR
	WILL BEUSED.
	THE NEW SLAB AND HOLD DOWN DETAILS:
	104.2.1* ALL INFORMATION, DRAWINGS,
	SPECIFICATIONS AND ACCOMPANYING DATA
	SHALL BEAR THE NAME AND SIGNATURE OF THE
	PERSON RESPONSIBLE FOR THE DESIGN.

	25) SHEET A-0.03 RAMP COMMENT(2) READS
	THAT LANDING LENGTH SHALL BE A MINIMUM
	OF 60" CLEAR. SHOULD READ: 11-4.8.4(2)
	ALL LANDINGS ON RAMPS SHALL BE NOT LESS
	THAN 60" CLEAR, AND THE BPTTOM OF EACH
	RAMP SHALL HAVE NOT LESS THAN 72" OF
	STRAIGHT AND LEVEL CLEARENCE.

	26) SHEET A0.05 4.3.3 WIDTH SEE
	EXEMPTION (44") IF PART OF A MEANS OF
	EGRESS.

	27) SHEET A1.1 INDICATES A DETAIL SEE
	A6.2 DETAIL# 3. PLANS INDICATE THAT IT
	IS AN ELEC ROOM# 151, BUT THE DETAIL
	INDICATES A STAIRWELL?

	28) SHEET A6.1 UL LISSTING WALL LISTING
	SHEET, THE PRINTING IS TO LIGHT,
	ILLEGIBLE.

	29)SHEET A1.1 LAUNDRY CHUTE TERMINATION
	ROOM, WALLS ARE TO BE 1HR RATED, A-3.1
	INDICATES A WALL W8 MO SUCH DETAIL?

	30) SAME ENLARGED LAUNDRY DETAIL SHEET
	A-3.1 NOW SHOWS THE LAUNDRY CHUTE ROOM
	IN THE LOWWER RIGHT SIDE OF THE LAUNDRY?

	31) ELEVATOR TO THE LAUNDRY AREA DOESN'T
	INDICATE ANY DOOR, 1 1/2 HR PROTECTIVES,
	SHAFT OPENING.

	32) SHEET A-3.1 LOWER LEFT INDICATES A
	SECTION 5/A3.2A, MISSING, NO SUCH PAGE.

	33) A-1 DOOR# C101 & C102 BOTH APPEAR
	NOT TO HAVE 18" CLEAR ON THE LATCH SIDE.
	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.

	34) A-1.1/ A-3.1 ROOM# 122, 124& 125.
	SAME FOR ALL SLEEPING UNITS. SEE:
	1207.2 AIR-BORNE SOUND.
	WALLS, PARTITIONS AND FLOOR/CEILING
	ASSEMBLIES SEPARATING DWELLING UNITS
	FROM EACH OTHER OR FROM PUBLIC OR
	SERVICE AREAS SHALL HAVE A SOUND
	TRANSMISSION CLASS (STC) OF NOT LESS
	THAN 50 (45 IF FIELD TESTED) FOR
	AIR-BORNE NOISE WHEN TESTED IN
	ACCORDANCE WITH ASTM E 90. PENETRATIONS
	OR OPENINGS IN CONSTRUCTION ASSEMBLIES
	FOR PIPING; ELECTRICAL DEVICES; RECESSED
	CABINETS; BATHTUBS; SOFFITS; OR HEATING,
	VENTILATING OR EXHAUST DUCTS SHALL BE
	SEALED, LINED, INSULATED OR OTHERWISE
	TREATED TO MAINTAIN THE REQUIRED
	RATINGS. THIS REQUIREMENT SHALL NOT
	APPLY TO DWELLING UNIT ENTRANCE DOORS;
	HOWEVER, SUCH DOORS SHALL BE TIGHT
	FITTING TO THE FRAME AND SILL.

	35) 1207.3 STRUCTURE-BORNE SOUND.
	FLOOR/CEILING ASSEMBLIES BETWEEN
	DWELLING UNITS OR BETWEEN A DWELLING
	UNIT AND A PUBLIC OR SERVICE AREA WITHIN
	THE STRUCTURE SHALL HAVE AN IMPACT
	INSULATION CLASS (IIC) RATING OF NOT
	LESS THAN 50 (45 IF FIELD TESTED) WHEN
	TESTED IN ACCORDANCE WITH ASTM E 492.

	36) A-1.2- A-1.6.THE 2ND THROUGH THE
	6TH FLOORS, ELEVATOR LOBBIES REQUIRED.
	SEE 2004 CODE COMMENTARY. "EFFECTIVELY,
	THE FOLLOWING BUILDINGS THAT CONTAIN
	ELEVATOR OPENINGS INTO A CORRIDOR WOULD
	RECEIVE ELEVATOR LOBBIES:
	FIVE STORY AND HIGHER FULLY SPRINKLERED
	BUILDINGS OF GROUP H,I-1 AND R.
	ALL GROUPI-3 BUILDINGS.
	NONSPRINKLERD BUILDINGS OF ALL GROUPS
	THAT HAVE REQUIRED FIRE-RESISTANCE-RATED
	CORRIDORS, EXCEPT OFFICE BUILDINGS IN
	COMPLIANCE WITH EXCEPTION # 1.
	707.14.1 ELEVATOR LOBBY.
	ELEVATORS OPENING INTO A
	FIRE-RESISTANCE-RATED CORRIDOR AS
	REQUIRED BY SECTION 1016.1 SHALL BE
	PROVIDED WITH AN ELEVATOR LOBBY AT EACH
	FLOOR CONTAINING SUCH A CORRIDOR. THE
	LOBBY SHALL SEPARATE THE ELEVATORS FROM
	THE CORRIDOR BY FIRE PARTITIONS AND THE
	REQUIRED OPENING PROTECTION. ELEVATOR
	LOBBIES SHALL HAVE AT LEAST ONE MEANS OF
	EGRESS COMPLYING WITH CHAPTER 10 AND
	OTHER PROVISIONS WITHIN THIS CODE.

	37) PRODUCT APPROVALS:
	37A) KAWNEER DOORS A10.16, FL 629
	NOA 04-0123.02, PLEASE HIGHLIGHT WHICH
	GLAZING SYSTEM IS TO BE USED.

	37B) STANLEY AUTO DOOR A10.18, FL 3627
	REPORT NOT FOUND ON THE STATE WEBSITE
	FBC 2004.FOUND FL 5503 & 6249.

	37C)SENTRY GLASS (R) & SAF-GLAS POLY
	CARBONATE 11/32" METRO-DADE NOA NO FL
	LISTING, NEEDS TO BE A TESTED ASSEMBLY
	TAS 201 (LARGE MISSLE).

	37D) A10.36 BERRIDGE MANUFACTURING
	REPORT SUBMITTED IS FL 489/ 2001 PLANS
	ARE FILED UNDER FBC 2004.SEE NEW
	LISTINGS. HIGHLIGHT SYSTEMS USED.

	37E) A10.48 PGT HORIZONTAL SLIDERS,
	FL 242-R1/ FBC 2001, PLANS FILED UNDER
	FBC 2004.

	37F) A10.50 PGT FIXED WINDOWS,
	FL 243-R1/ FBC 2001, PLANS FILED UNDER
	FBC 2004.

	37G) SIMPSON STRONG-TIE FL 474 2001 FBC,
	PLANS FILED UNDER FBC2004.

	37H) JAMES HARDIE BOARD FL 889 2001 FBC

	37I) FLAT ROOF NO REPORT SUBMITTED.
	HIGHLIGHT WHICH SUBSYSTEM TO BE USED.

	37J) DRYVIT SYSTEMS, NO REPORT
	SUBMITTED.NOTE SEE SYSTEMS LIMITATIONS
	FOR HORIZONTAL USEAGE!

	37K) TRUSS ANCHORS, NO REPORT SUBMITTED

	37L) DENSEGLASS GOLD- NO REPORT
	SUBMITTED.

	38) SHEET A-3.3 DETAIL #9 A5.5 AND
	DETAIL# 10 BOTH DEAL WITH THE PORTACO
	ROOF SHEATHING, WALL AND ROOF SHEATHING.
	THE PLANS ARE NOT CLEAR AS TO WHAT TYPE
	OF MATERIAL WILL BE USED. TABLE 601 FOR
	TYPE IB ROOF CONSTRUCTION FOOTNOTE "C"
	WILL NOT ALLOW FIRE RETARDANT TREATED
	WOOD SINCE THE BUILDING IS OVER (2)
	STORIES TALL.

	39) SAME SHEET A5.5 DETAILS 2 & 3 DEAL
	WITH STEEL EXTERIOR FRAMING, WHERE AS
	S-2.01 INDICATES THE USE OF BLOCK.PLEASE
	PROVIDE MORE INFORMATION.

	40) A5.5 PLAN OF PORTACO INDICATES THE
	USE OF STEEL C BEAMS FOR ROOF FRAMING
	MEMBERS.S2.02 DETAIL "B" INDICATES A 2X
	PLATE, (SEE 38) AND SIMPSON TRUSS
	ANCHORS. PLANS DO NOT PROVIDE THE
	VERTICAL, HORIZONTAL OR GRAVITY LOADS TO
	BE RESISTED. NOR WHAT TYPE OF FASTENER
	TOBE USED FOR ANCHORS.

	41) A5.6 PLANS INDICATE TO SEE
	STRUCTURAL PLANS FOR FRAMING OF PORTACO,
	WHERE?

	42) A5.6 PLANS INDICATE THE USE OF 5/8"
	PLYWOOD SHEATHING, SEE COMMENT38 TYPE IB
	BUILDING.

	43) TYPE IB BUILDING TABLE 601 REQUIRES
	VARIOUS FIRE RATINGS DEPENDING ON THE
	STRUCTURAL ELEMENT, PROVIDE INFORMATION
	ON CODE COMPLIANCE?

	44) A5.5 & A5.6 BOTH SHOW DETAILS OF
	FOAM TRIM, 1406.2.2ARCHITECTURAL TRIM
	THAT EXCEEDS 40 FEET (12 192 MM) IN
	HEIGHT ABOVE GRADE PLANE SHALL BE
	CONSTRUCTED OF APPROVED NONCOMBUSTIBLE
	MATERIALS AND SHALL BE SECURED TO THE
	WALL WITH METAL OR OTHER APPROVED
	NONCOMBUSTIBLE BRACKETS.

	45) A6.2 DETAIL# 4 STAIR HANDRAIL
	MISSING EXTENTION AT THE BOTTOM OF
	STAIR.1009.11.5 HANDRAIL EXTENSIONS.
	HANDRAILS SHALL RETURN TO A WALL, GUARD
	OR THE WALKING SURFACE OR SHALL BE
	CONTINUOUS TO THE HANDRAIL OF AN
	ADJACENT STAIR FLIGHT. WHERE HANDRAILS
	ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE
	HANDRAILS SHALL EXTEND HORIZONTALLY AT
	LEAST 12 INCHES (305 MM) BEYOND THE TOP
	RISER AND CONTINUE TO SLOPE FOR THE
	DEPTH OF ONE TREAD BEYOND THE BOTTOM
	RISER.

	46) HANDRAIL DISCREPANCY, A6.2DETAIL # 5
	INDICATES A ROUND HANDRAIL WHERE AS
	DETAIL# 1 INDICATES USE OF A 1 1/2" SQ
	ALUM TUBE.1009.11.3 HANDRAIL
	GRASPABILITY.
	HANDRAILS WITH A CIRCULAR CROSS SECTION
	SHALL HAVE AN OUTSIDE DIAMETER OF AT
	LEAST 1.25 INCHES (32 MM) AND NOT
	GREATER THAN 2 INCHES (51 MM) OR SHALL
	PROVIDE EQUIVALENT GRASPABILITY. IF THE
	HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE
	A PERIMETER DIMENSION OF AT LEAST 4
	INCHES (102 MM) AND NOT GREATER THAN
	6.25 INCHES (160 MM) WITH A MAXIMUM
	CROSS-SECTION DIMENSION OF 2.25 INCHES
	(57 MM). EDGES SHALL HAVE A MINIMUM
	RADIUS OF 0.01 INCH (0.25 MM).

	47) A6.4 WINDOW DETAILS INDICATE BEING
	FLUSH WITH THE EXTERIOR. WITH THE EFIS
	FINISH THE ANCHORING SCREWS OR TAPCONS
	ARE NOT ATTACHING TO ANY FRAMING?

	48) SHEET A-6.5.3 PLANS DO NOT SPECIFY
	THE TYPE OF MATERIAL VARIOUS COMPONENTS
	OF TRIM ARE MADE OF.FOAM PLASTICS THAT
	ARE USED AS INTERIOR FINISH SHALL ALSO
	MEET THE FLAME SPREAD INDEX REQUIREMENTS
	FOR INTERIOR FINISH IN ACCORDANCE WITH
	CHAPTER 8 . FOAM PLASTICS INSTALLED AS
	INTERIOR TRIM SHALL COMPLY WITH SECTION
	2604.2 .

	2604.2 INTERIOR TRIM.
	FOAM PLASTIC USED AS INTERIOR TRIM SHALL
	COMPLY WITH SECTIONS 2604.2.1 THROUGH
	2604.2.4 .

	2604.2.1 DENSITY.
	THE MINIMUM DENSITY OF THE INTERIOR TRIM
	SHALL BE 20 PCF (320 KG/M 3 ).

	2604.2.2 THICKNESS.
	THE MAXIMUM THICKNESS OF THE INTERIOR
	TRIM SHALL BE 0.5 INCH (12.7 MM) AND THE
	MAXIMUM WIDTH SHALL BE 8 INCHES (204
	MM).

	2604.2.3 AREA LIMITATION.
	THE INTERIOR TRIM SHALL NOT CONSTITUTE
	MORE THAN 10 PERCENT OF THE AGGREGATE
	WALL AND CEILING AREA OF ANY ROOM OR
	SPACE.

	2604.2.4 FLAME SPREAD.
	THE FLAME SPREAD INDEX SHALL NOT EXCEED
	75 WHERE TESTED IN ACCORDANCE WITH ASTM
	E 84. THE SMOKE-DEVELOPED INDEX SHALL
	NOT BE LIMITED.

	49) A-6.5.6 DETAIL# 11 DEALS WITH THE
	INSWING RESTROOM DOORS VS FIXTURE CLEAR
	FLOOR SPACE. 11-4.19.3 CLEAR FLOOR
	SPACE.
	A CLEAR FLOOR SPACE 30 INCHES BY 48
	INCHES (760 MM BY 1219 MM) COMPLYING
	WITH SECTION 11-4.2.4 SHALL BE PROVIDED
	IN FRONT OF A LAVATORY TO ALLOW FORWARD
	APPROACH. SUCH CLEAR FLOOR SPACE SHALL
	ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
	AND SHALL EXTEND A MAXIMUM OF 19 INCHES
	(485 MM) UNDERNEATH THE LAVATORY (SEE
	FIGURE 11-32 ). INDICATE A 30"X48" CLEAR
	FLOOR SPACE FOR THE LAV.11-4.22.2 DOORS.

	(1)ALL DOORS TO ACCESSIBLE TOILET
	ROOMS SHALL COMPLY WITH SECTION 11-4.13
	. DOORS SHALL NOT SWING INTO THE CLEAR
	FLOOR SPACE REQUIRED FOR ANY FIXTURE.

	50) S-0.01DESIGN CRITERIA WRONG EDITION
	OF THE FBC.

	51) S-0.01 WIND LOAD DOES NOT PROVIDE TO
	WHICH EDITION OF ASCE-7 THIS BUILDING
	WAS DESIGNED TOO?

	52) S-0.02 WIND DESIGN AGAIN THE WRONG
	CODE EDITION, THE WRONG EDITION OF
	ASCE-7 AND THE WRONG WIND SPEED, SHOULD
	BE 140 MPH ,3 SECOND GUST.

	53) S-0.02 OPENING FASTENING CHART
	INDICATES A 130MPH THIS IS A CONVERSION
	FROM 110 MPH FASTEST MILE EQUALS 130MPH
	3 SECOND GUST. PLEASE INDICATE TO WHICH
	METHOD OF TESTING THIS CHART IS IN
	REFRENCE TOO.

	54) S-0.03 ROOF END ZONES, THE
	ILLUSTRATON OF THE ROOF IS THE TYPICAL
	SQUARE BOX TAKEN FROM ASCE7-02. PLEASE
	PROVIDE AN ACCURATE DRAWING OF THE
	MULTIPLE END ZONES THAT WILL CONFORM TO
	THIS STRUCTURE.

	55) PORTE COCHERE THE T.A.= 50 PLEASE
	REVISIT THIS CALCULATION IF THE LEAST
	DIMENSION OF THE PORT COCHERE IS 30'
	WOULD THE END ZONES BE A TRIBUTARY AREA
	OF 10' NOT 50'?

	56) S-1.01 THE ELEVATOR FOUNDATION IS
	NOT SHOWN ON THE FOUNDATION SCHEDULE.
	THERE IS A DETAIL A/ S202 WHICH PROVIDES
	THE WIDTH BUT NOT THE LENGHT OF THE
	FOUNDATION. PLEASE PROVIDE.

	57) S-2.03 POOL MECHANICAL ROOM, PART OF
	THIS PERMIT? INDICATE ON APPLICATION AS
	IF ANY OTHER BUILDINGS?

	58) S-2.03 POOL MECHANICAL BUILDING
	THERE IS NO INFORMATION AS TO DESIGN?

	59) S-2.03 POOL MECH BUILDING, PLAN
	INDICATES ROOF FRAMING MEMBERS 2X4, WHAT
	TYPE OF MATERIAL? SPACING? DECK? LOADS
	TO BE IMPOSED? TYPE OF ROOFING
	ASSEMBLIES?

	60) ELEVATOR VENTS:
	3004.2 LOCATION OF VENTS.
	VENTS SHALL BE LOCATED BELOW THE FLOOR
	OR FLOORS AT THE TOP OF THE HOISTWAY,
	AND SHALL OPEN EITHER DIRECTLY TO THE
	OUTER AIR OR THROUGH NONCOMBUSTIBLE
	DUCTS TO THE OUTER AIR. NONCOMBUSTIBLE
	DUCTS SHALL BE PERMITTED TO PASS THROUGH
	THE ELEVATOR MACHINE ROOM PROVIDED THAT
	PORTIONS OF THE DUCTS LOCATED OUTSIDE
	THE HOISTWAY OR MACHINE ROOM ARE
	ENCLOSED BY CONSTRUCTION HAVING NOT LESS
	THAN THE FIRE PROTECTION RATING REQUIRED
	FOR THE HOISTWAY. HOLES IN THE MACHINE
	ROOM FLOORS FOR THE PASSAGE OF ROPES,
	CABLES OR OTHER MOVING ELEVATOR
	EQUIPMENT SHALL BE LIMITED SO AS NOT TO
	PROVIDE GREATER THAN 2 INCHES (51 MM) OF
	CLEARANCE ON ALL SIDES.

	3004.3 AREA OF VENTS.
	EXCEPT AS PROVIDED FOR IN SECTION
	3004.3.1 , THE AREA OF THE VENTS SHALL
	NOT BE LESS THAN 3? PERCENT OF THE AREA
	OF THE HOISTWAY NOR LESS THAN 3 SQUARE
	FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR,
	AND NOT LESS THAN 3? PERCENT NOR LESS
	THAN 0.5 SQUARE FOOT (0.047 M 2 ) FOR
	EACH DUMBWAITER CAR IN THE HOISTWAY,
	WHICHEVER IS GREATER. OF THE TOTAL
	REQUIRED VENT AREA, NOT LESS THAN
	ONE-THIRD SHALL BE OF THE PERMANENTLY
	OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON
	DETECTION OF SMOKE FROM ANY OF THE
	ELEVATOR LOBBY SMOKE DETECTORS.

	61)3006.5 SHUNT TRIP.
	WHERE ELEVATOR HOISTWAYS OR ELEVATOR
	MACHINE ROOMS CONTAINING ELEVATOR
	CONTROL EQUIPMENT ARE PROTECTED WITH
	AUTOMATIC SPRINKLERS, A MEANS INSTALLED
	IN ACCORDANCE WITH NFPA 72, SECTION
	3?9.4, ELEVATOR SHUTDOWN, SHALL BE
	PROVIDED TO DISCONNECT AUTOMATICALLY THE
	MAIN LINE POWER SUPPLY TO THE AFFECTED
	ELEVATOR PRIOR TO THE APPLICATION OF
	WATER. THIS MEANS SHALL NOT BE
	SELF-RESETTING. THE ACTIVATION OF
	SPRINKLERS OUTSIDE THE HOISTWAY OR
	MACHINE ROOM SHALL NOT DISCONNECT THE
	MAIN LINE POWER SUPPLY.

	62) 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.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2006-05-14			Cont ID
Sent By	dpalmer			Date	2006-05-14	Time	13:36	Rev Time	0.00
Received By	dpalmer			Date	2006-05-14	Time	11:00	Sent To

Notes

2006-05-14 00:00:00	ONE ROLL IN ELEC FOR REVIEW,
	****** UNSAT 2ND REVIEW *****

	**FAIRFIELD INN/SUITES, FIRST REVIEW
	UNDER 2004 FBC.

	** PLEASE KNOW, PLANS ARE NOT COMPLETE
	AT THIS TIME FOR A COMPLETE REVIEW FOR
	CODE COMPLIANCE.


	** PLEASE KNOW, PLANS ORIGINALLY CAME IN
	UNDER THE 2001 FBC AND NOW PLANS ARE
	SUBMITTED UNDER THE 2004 FBC. PLEASE SEE
	MOST OF THE COMMENTS ARE NEW, HOWEVER
	SOME ARE FROM PREVIOUS REVIEW.

	** PLEASE BE SURE TO COMPLETELY REMOVE
	ANY OLD/VOIDED SHEETS FROM SETS AND ONLY
	INSERT NEW REVISED SHEETS INTO COMPLETE
	SETS FOR REVIEW AND STAMPING.


	1) NOTE: PLEASE SEE ADDRESSING FOR
	PROJECT SHOULD BE ON TITLE BLOCK FOR
	LOCATION OF PROJECT.
	FAC61G1-16.004, 61G15-23.002

	2) NOTE: PLEASE CLARIFY TITLE BLOCK ON
	COVER SHEETS AND ALL TRADE SHEETS.
	PLEASE ALSO SEE STUCTURAL, MECHANICAL
	AND PLUMBING SHEETS AS THESE DO NOT
	CONTAIN ANY TITLE BLOCKS FOR THE
	ENGINEERS OR ENGINEERING FIRMS AS LISTED
	ON COVER SHEETS.
	** PLEASE SEE A PRINT OUT FROM THE
	STATE'S WEBSITE IS NOW ATTACHED TO
	NOTES, AS THE CERTIFICATE OF
	AUTHORIZATION NUMBER AS INDICATE ON
	TITLE BLOCKS FOR ARCHITECTURAL FIRM IS
	"NULL AND VOID" PER DEPARTMENT OF
	BUSINESS AND PROFESSIOAL REGULATION.
	PLEASE SEE ELECTRICAL SHEETS DO NOT
	INDICATE THIS AND LIST THE ENGINEER AS
	AN INDIVIDUAL?
	PLEASE SEE FAC 61G15-23.002, FS 471.023,
	IF ARCHITECTURAL FIRM IS OFFERING
	ENGIEERING SERVICES, PLEASE PROVIDE
	CERTIFICATE OF AUTHORIZATION FOR THIS.
	THE CA # WAS ADDED FOR ARCHITECTURAL
	FIRM AS REQUESTED ON PREVIOUS REVIEW
	HOWEVER AS NOTED ABOVE, SEEMS NOT BE
	ACTIVE.
	** PLEASE SEE TITLE BLOCKS ARE MISSING
	THE PRINTED NAME AND LICENSE NUMBER THE
	ARCHITECT AS REQUIRED PER FAC
	61G1-16.004

	** PLEASE BE SURE ALL THREE SETS ARE
	SIGNED, DATED AND SEALED AS REQUIRED
	UNDER FS 481.221,471.025, FAC
	61G1-16,61G15-23.002
	PLEASE SEE MANY SHEETS IN SOME SETS ARE
	NOT SIGNED OER SEALED. PLEASE ALSO SEE
	SOME ROLLS SUBMITTED ARE NOT SIGNED AND
	SEALED AT ALL??
	***************************************
	**THIS IS FOR ALL TRADES AND FOR ALL
	REVIEWS, WHETHER OR NOT COMMENT IS MADE
	BY OTHER REVIEWER(S).
	**************************************

	3) NOTE: PLEASE SEE FP SHEETS, AS SOME
	SHEETS IN SOME SETS ARE PHOTO-COPIES OF
	SIGNED AND SEALED PLANS.

	4) NOTE: PLEASE KNOW, PLANS ARE NOW
	BEING SUBMITTED UNDER THE 2004 FBC,
	HOWEVER NO CHANGES IN ELECTRICAL DESIGN
	WERE MADE TO THE NEW 2004 CHAPTER 13.
	PLEASE SEE CHAPTER 13, 13-413.1ABC.1,
	PLEASE PROVIDE ALL WORST CASE CALCS, AND
	ADJUST AS NEEDED FOR LONGEST RUNS.
	PLEASE SEE 13-415.1.ABC.1.1, &.2, & .3
	WHICH GREATLY AFFECT ELECTRICAL DESIGN.
	COULD NOT LOCATE ANY INFORMATION FOR
	THIS ON PLANS.?
	PLEASE SEE ALL OTHER CHANGES IN CHAPTER
	13. FIXTURE TYPES, TANDEM WIRING ETC.

	5)NOTE: PLEASE PROVIDE COMPLETE
	PHOTO-METRICS FOR ALL EGRESS
	AREAS/PATHS.
	PLEASE SEE NFPA-101 2003, 7.8.1.3,
	7.9.2.2. PLEASE SEE STAIRS FOR EGRESS
	SHALL CONTAIN A MIN OF 10FT CANDLES AVG
	UNDER NORMAL CONDITIONS AND 1FT CANDLE
	AVG UNDER EM POWER.
	PLEASE SEE MIN REQUIRED FOR ALL OTHER
	PATHS SHALL BE 1FT CANDLE.
	PLEASE ALSO KNOW, AN EM BATTERY BACK UP
	FIXTURE OF SOME TYOE WILL BE REQUIRED IN
	THE MAIN ELECTRICAL ROOM.
	** PLEASE SEE NOTES ON PLANS MENTIONS
	THE 10 FT CANDLES AT "WAIST LEVEL"?
	PLEASE SEE NFPA-101, AS THIS IS MEASURED
	AT THE WALKING SURFACE.

	6) NOTE:PLEASE SEE THE FOLLWOING WAS
	ALSO NOTED ON PREVIOUS REVIEW NOTE #15.
	PLEASE SEE NO INFORMATION WAS SUBMITTED
	FOR THE FIRE PUMP, FIRE PUMP CONTROLLER.
	PLEASE KNOW, ALL PLANS AND INFORMATION
	FOR THIS SHALLBE SUBMITTED.
	PLANS NOW INDICATE A FIRE PUMP LOCATED
	IN A DETACHED BUIDLING? WHICH WILL FEED
	TWO DIFFERENT HOTELS.
	PLEASE KNOW, APPROVAL BY THE FIRE
	MARSHAL'S OFFICE SHALL FIRST BE OBTAINED
	FOR THIS SCENERIO. PLEASE ALSO KNOW,
	PERMIT FOR EITHER BUILDING CAN NOT BE
	PASSED FOR PERMITING UNTIL ALL
	INFORMATION, PLANS ETC FOR FIRE PUMP,
	FIRE PUMP CONTROLLER CAN BE REVIEWED. IF
	ELECTRICAL DRIVEN FIRE PUMP, PLEASE
	PROVIDE ALL INFORMATION.
	PLEASE SEE FP SEEMS TO INDICATE
	ELECTRICAL FIRE PUMP.PLEASE SEE THIS
	FIRE PUMP IS STILL BEING SHOWN BEING FED
	FROM THE MSB WHICH IS NOT PERMITTED AS
	STATED IN PREVIOUS NOTES. PLEASE SEE
	695.4 NEC, NFPA-20 2002.
	PLEASE KNOW, THIS INFORMATION WILL BE
	REQUIRED UNDER THIS PERMIT. THE FIRE
	SPRINKLER AND FIRE ALARM ARE ALSO UNDER
	A SEPARATE PERMIT.MININUM INFORMATION IS
	REQUIRED FOR THE PERMIT ISSUANCE OF EACH
	HOTEL.

	7) NOTE: PLEASE SEE PLANS ARE NOW
	INDICATING A BACK UP GENERATOR OF SOME
	SORT? IF ANY PART OF THIS SYSTEM IS
	GOING TO BE INSTALLED, PLEASE SUBMIT ALL
	INFORMATION FOR ATS, GENERATOR,
	ELECTRICAL RISER, SUB BASE FUEL ETC.
	PLEASE SEE TWO SEPARATE ATS'S ARE BEING
	SHOWN ON PLANS AT THIS TIME, HOWEVER
	THIS IS NOTBEING SHOWN WIRED INTO
	RISER?
	PLEASE KNOW, IF NO PART OF THIS SYSTEM
	IS GOING TO BE INSTALLED AT THIS TIME,
	PLEASE REMOVE FROM PLANS AS LONG AS ALL
	MIN LIFE SAFETY BACK UP SYSTEMS ARE
	PROVIDED BY OTHER MEANS.
	**
	PLEASE SUBMIT ALL MANUFACTURE CUT
	SHEETS/SPEC FOR GEN, ATS'S, FIRE PUMP,
	FIRE PUMP CONTROLLER, AND ANY FUEL TANKS
	FOR ITEMS BEING INSTALLED.

	8) NOTE: PLEASE SEE PANEL "P" ON SHOWS
	MCB AS REQUIRED, YET PANEL SCHEDULE
	SHOWS THIS PANEL AS "MLO". PLEASE KNOW,
	THIS PANEL IS NOT SHOWN ON PLANS AND
	COULD NOT BE LCOATED?? IS THIS IN A
	DETACHED STRUCTURE? PLEASE KNOW A MEANS
	OF DISCONNECT WILL BE REQUIRED PER
	225.31 AND ALL GROUNDING SHALL BE
	INDICATED PER 250.32

	9) NOTE: PLEASE SEE GROUNDING ELECTRODE
	CONDUCTOR ON RISER IS SHOWN AS 1/0?
	PLEASE SEE MIN SHALL BE SIZED PER
	250.66. PLEASE SEE GROUNDING DETAIL
	SUBMITTED INDICATE 1/0 AND 3/0??
	PLEASE CORRELATE WITH MIN REQUIRED.

	10) NOTE: PLEASE PROVIDE REFERENCES TO
	THE FOLLOWING CODES ON ELECTRICAL PLANS.
	NFPA-101 2003, NFPA-70 2002, NFPA-72
	2002, NFPA-110 2002, NFPA-20 2002.
	** PLEASE SEE REPSONSE MENTIONS TO SEE
	COVER SHEET FOR CORRECTED CODES, HOWEVER
	PLEASE SEE COVER SHEETS REFERENCE A
	"2003" NEC? PLEASE SEE WE ARE UNDER 2002
	AND A 2003 IS NOT IN ISSUE. (MISPRINT)?

	10) NOTE: PLEASE INDICATE ALL ELECTRICAL
	PANELS ON ALL SHEETS FOR POWER.PLEASE
	SEE ELECTRICAL ROOMS ARE BEING SHOWN
	WITH EGRESS THORUGH "MAIDS CLOSETS".
	THIS WILL NOT BE PERMITTED. MAY NOT
	ACCESS ELECTRICAL ROOMS THROUGH STORAGE
	CLAOSETS OF ANY TYPE.
	PLEASE SEE ALL EGRESS SHALL CONTAIN A
	CLEAR AND UN-OBSTRUCTED PATH OF TRAVEL.
	110.26,408.7,240.24 ETC

	11) NOTE: PLEASE SEE PLANS FOR "LARGE
	SCALECOMMERCIAL AREA" ARE NOT
	COMPLETE. PLEASE SEE MISSING LAYOUT FOR
	AREAS LOCATED ON THE FIRST FLR.?
	PLEASE COMPLETE SETS AND PLANS. 215.5

	12) NOTE: PLEASE SEE 210.8B3 FOR
	KITCHENS, SEE ALL RECEPTS 15/20A 120 V
	SHALL BE GFI/GFI PROTECTED.
	PLEASE SEE MOST AREAS WERE DONE, HOWEVER
	PLEASE SEE ALL AREAS ARE REQUIRED.
	PREVIOUS REVIEW COMMENT.

	13) NOTE: PLEASE SEE GUEST RMS WHICH ARE
	BEING NOTED AS SUITES/DWELLINGS AND
	ROOMS.
	PLEASE SEE 210.60,210.52 PLEASE ADJUST
	ALL CIRCUITING AND LOAD CALCULATIONS,
	PANELS ON PLANS.
	215.5

	14) NOTE: PLEASE SUBMIT WIND LOAD
	CALCUALTIONS FOR SITE LIGHTING POLES AS
	REQUESTED ON PREVIOUS REVIEW. THIS COULD
	NOT BE LOCATED ON SITE LIGHTING PLANS?
	215.5

	15) NOTE: PLEASE SEE A PREVIOUS NOTE
	MENTIONED THE USE OF A SHUNT TRIP
	BREAKER AND THE MCB STILL BEING REQUIRED
	TO HAVE A MANUAL MEANS OF DISCONNECT
	LOCATED ON THE OUTSIDE RATED RATED FOR
	THE LOAD SERVED. 230.76,230.79 ETC.
	PLEASE SEE PLANS SHALL INDICATE A
	MANUALS MEANS, ETC.
	** PLEASE ALSO SEEPLANS INDICATE A
	"SERVICE MAIN" LOCATED OUTSIDE HOWEVER
	THIS IS NOT INCLUDED IN RISER?
	215.5

	16) NOTE: PLEASE INDICATE PANELS AS
	"FEEDE-THRU" AS PANEL BOARDS SHALL NOT
	CONTAIN MORE THE 42 SPACES.408.15
	PLEASE SEE ALL PANELS ON UPPER FLRS.

	17) NOTE: PLEASE SEE A/C UNIT IN ROOMS
	CONSIDERED TO MEET DWELLING UNIT BEDRMS
	SHALL ALSO MEET 210.12B NEC. 2002

	18) NOTE: PLEASE SEE NOTES ON RISER AS
	THESE WILL BE AFFECTED BY REVISONS ON
	PLANS.

	19) NOTE: PLEASE SEE FIRE REVIEW
	COMMENTS FOR STRETCHER ACCESSIBLE ELEV.

	20) NOTE: PLEASE SUBMIT HP RATINGS OF
	ELEVATOR MOTORS, UNABLE TO VERIFY AT
	THIS TIME. NO HP RATING SOR SIZES
	SUBMITTED.
	215.5

	21) NOTE: PLEASE SEE CIRCUITES FOR
	ELEVATOR EQUIPMENT DOES NOT CORRELATE
	WITH MSB>.
	215.5

	22) NOTE: PLEASE ALSO CORRELATE
	SERVICE MAIN.
	PLEASE SEE RISER IDENTIFIES MAIN AS MSB
	AND SCHEDULE SHOWS MDP?
	PLEASE KEEP IN MIND THE PREVIOUS NOTE
	WIH RESPECT TO THE PLANS ALSO INDICATING
	A "MAIN SERVICE DISC" OUTSIDE?
	215.5

	23) NOTE: PLEASE SEE A PANEL "EG" IS
	SHOWN ON PANEL SCHEDULES, HOWEVER NOT
	INFORMATION ON RISER FOR THIS?:
	PLEASE SEE THIS IS ALSO ON PLANS,
	HOWEVER THERE IS NOT ENOUGH INFORMATION
	FOR THIS PANEL, ATS ETC.
	215.5

	24) NOTE: PLEASE SEE PANEL 1A SHOWS
	CIRCUITED TO MSB W/ 100A OCP, YET
	MSB/MDP LIST THIS WITH 125A OCP?? PLEASE
	CORRELATE.


	** PLEASE KNOW, BASED ON THE PLANS AND
	INFORMATION SUBMITTED THERE MAY BE OTHER
	COMMENTS AS A COMPLETE REVIEW FOR CODE
	COMPLIANCE COULD NOT BE DONE AT THIS
	TIME.
	PLEASE BE SURE TO SEE ALL OF THE 2004
	FBC CHAPTER 13 FOR ELECTRICAL CHANGES.

	** PLEASE KNOW, ONE SET OF PLANS ARE
	BEING RETAINED.

	** PLEASE SEE ANY OTHER COMMENTS FROM
	OTHER TRADES WHICH MAY AFFECT ELECTRICAL
	PLANS.

	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]

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2006-07-14			Cont ID
Sent By	rchokshi			Date	2006-07-14	Time	15:26	Rev Time	0.00
Received By	rchokshi			Date	2006-07-14	Time	15:21	Sent To

Notes

2006-07-14 00:00:00	PLEASE SUBMIT FOR REVIEW DRAINGE PLANS &
	CALCULATIONS TO VERIFY CONSISTENCY WITH
	SFWMD ERP.

	ALSO REQUIRES UTILITIES REVIEW OF WATER
	& SANITARY SEWER.

	FOR ANY QUESTIONS PLEASE CALL US
	STEVE SARLEY 494-1095 OR RASIK CHOKSHI
	805-6723
	PLEASE IGNORE " THIS IS A TEST./WRT."
2006-07-13 00:00:00	THIS IS A TEST./WRT.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2006-06-15			Cont ID
Sent By	mwennerg			Date	2006-06-15	Time	15:01	Rev Time	0.00
Received By	mwennerg			Date	2006-06-15	Time	15:01	Sent To

Notes

2006-06-15 00:00:00	*DENIED*

	1) TEMPORARY STANDPIPES REQUIRED WHEN
	BUILDING REACHES (3) STORIES OR 30' IN
	HEIGHT.

	2) PLEASE REFER TO NFPA 101, 2003
	EDITION SEC. 28.2.6 REGARDING TRAVEL
	DISTANCE REQUIREMENTS FOR NEW HOTELS.

	3) ADDRESS REQUIRED ON BUILDING THAT
	SHALL BE MINIMUM OF 6" IN HEIGHT AND
	CONTRASTING TO THE BACKGROUND. PLEASE
	SHOW ON ELEVATIONS.

	4) PLEASE PROVIDE MANUFACTURER SPEC
	SHEETS FOR GENERATOR AND ASSOCIATED
	EQUIPMENT.

	5) POOL AREA SHOWS (1) EXIT. DOES THIS
	AREA MEET EXCEPTION FOR SINGLE EXIT?

	6) WILL CARD READERS IMACT REQUIRED
	EXITING FROM BUILDING?

	7) EMERGENCY INSTRUCTIONS SHALL BE
	POSTED IN COMPLIANCE WITH NFPA 101, SEC.
	28.7.4.

	8) ELEVATORS SHALL COMPLY WITH ASME
	17.1.

	9) SIGNAGE SHALL BE PROVIDED IN
	STAIRWELLS INDICATING FLOOR
	IDENTIFICATION, TOP, BOTTOM AND
	DIRECTION TO EXIT DISCHARGE.

	10) TACTILE SIGNAGE REQUIRED AT EXIT
	STAIRS.

	11) SAIRS ARE TO BE KEPT UP WITH
	CONSTRUCTION.

	12) HANDRAILS AND GUARDS TO COMPLY WITH
	NFPA 101, CHAPTER 7. INCORRECT EDITION
	REFERENCED ON SHT A-6.2.

	13) SEPARATE SHOPDRAWINGS AND PERMITS
	REQUIRED FOR FIRE SPRINKLER AND FIRE
	ALARM SYSTEMS.

	14) FIRE ALARM SYSTEM SHALL BE UL
	CERTIFIED FOR CENTRAL STATION SERVICE.

	15) FIRE SPRINKLER SYSTEM TO COMPLY WITH
	NFPA 13, 2002 EDITION.

	16) FIRE DEPARTMENT VALVES SHALL BE 2
	1/2"- 1 1/2" REDUCER WITH CHAIN.

	17) NO FIRE SPRINKLER SHOWN IN WOMENS
	ROOM, SHT FP-4.

	18) PLEASE SUBMIT MANUFACTURER SPEC
	SHEETS FOR FIRE PUMP AND ASSOCIATED
	EQUIPMENT.

	19) LOCKING KNOX CAPS REQUIRED ON FIRE
	DEPARTMENT CONNECTIONS.

	20) SOME OF THE GUEST ROOMS SHOW SMOKE
	DETECTORS TIED TO FA. SINGLE STATION
	TYPES ARE REQUIRED AS SHOWN ON SHT
	4.1.1E.

	21) ADDITIONAL EXIT SIGNS AND EMERGENCY
	LIGHTS ARE REQUIRED ON SHT 1.1EA.


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

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date				Cont ID
Sent By				Date	2006-06-14	Time		Rev Time	0.00
Received By	ptjomsto			Date	2006-06-14	Time	10:41	Sent To

Notes

2006-06-14 00:00:00	SUB/APPLICATION/COPY GIVEN TO LILI FOR
	VERIFICATION

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2006-07-17			Cont ID
Sent By	mmclean			Date	2006-07-12	Time	06:59	Rev Time	0.00
Received By	mmclean			Date	2006-04-06	Time	13:33	Sent To

Notes

2006-04-25 00:00:00

TO "COMM" BD#25

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2006-06-15			Cont ID
Sent By	pkrauss			Date	2006-06-15	Time	13:32	Rev Time	0.00
Received By	pkrauss			Date	2006-06-15	Time	12:57	Sent To

Notes

2006-06-15 00:00:00	CCCDENIED:2004 FLORIDA BUILDING CODE

	1.PLAN SHEET A-6.1, PARTITION DETAILS
	ARE NOT LEGIBLE ON TYPES W1 THROUGH W7
	AND W9 THROUGH W11.

	2.PLAN SHEET M-1.01 PLEASE CLARIFY THE
	SHAFTS LOCATED IN ROOM 181 & 151.
	ACCORDING TO THE PLAN THE SHAFT WILL
	START AT THE SECOND FLOOR AND A FIRE
	DAMPER WILL BE INSTALLED AT THE
	PENETRATION THROUGH THE 1ST FLOOR
	CEILING/2ND FLOOR SLAB, IS THIS CORRECT?

	3.PLAN SHEET A-1.1 AHU CLOSET IN ROOM
	159 (MAINT/ENGINEERING) INDICATES A 20
	MINUTE LOUVERED DOOR.WILL THE LOUVER
	HAVE A FIRE DAMPER?PLEASE CLARIFY IF
	THIS WILL BE USED FOR STORAGE?THE DOOR
	SCHEDULE ON PLAN SHEET A-6.3.2 INDICATES
	THIS AS A "JANITOR" ROOM.RETURN AIR IS
	ONLY REQUIRED FROM HABITABLE ROOMS,
	STORAGE & LAUNDRY ROOMS ARE EXCLUDED.
	2004 FMC 601.4 EXCEPTION #3.

	4.MECHANICAL CLOSETS SHALL COMPLY WITH
	2004 FMC 603.9.

	5.PLEASE PROVIDE ENERGY AND MANUAL N
	CALCULATIONS IN ACCORDANCE WITH
	407.1.ABC.1 & SECTION 3.1 OF APPENDIX
	13-B.

	6.PLEASE PROVIDE MANUFACTURE SUBMITTAL
	DATA FOR THE GENERATOR INSTALLATION.
	PLAN SHEET P-3.05 INDICATES NATURAL GAS
	AS THE FUEL TYPE.PLEASE NOTE,
	GENERATOR SHALL BE PROTECTED FROM
	DAMAGE 2004 FMC 303.4.

	7.PLEASE PROVIDE DETAIL FOR THE
	VENTING OF THE GAS DRYERS.PLEASE
	INDICATE DUCT SIZE, MATERIAL &
	TERMINATION. SHOW COMPLIANCE WITH 2004
	FFGC 614 & APPENDIX B.PLEASE INDICATE
	IF THE DRYERS WILL BE DUCTED SINGLE
	APPLIANCE OR TWO OR MORE APPLIANCES
	VENTED TOGETHER.PLEASE PROVIDE
	MANUFACTURE SUBMITTAL DATA FOR THE GAS
	DRYERS.

	8.PLEASE PROVIDE COMBUSTION AIR
	CALCULATIONS FOR THE LAUNDRY ROOM.

	9.PLEASE PROVIDE MANUFACTURE SUBMITTAL
	DATA FOR THE LAUNDRY CHUTE.SHOW
	COMPLIANCE WITH 2004 FBC 903.2.10.2 &
	NFPA 13.15.2.1.1.

	10. PLEASE PROVIDE ANCHORING DETAIL FOR
	THE CONDENSING UNITS IN ACCORDANCE WITH
	2004 FMC 301.13 & 301.13.1.

	11. PLEASE PROVIDE SUBMITTAL FOR MAU-1 &
	2.

	12. PLEASE PROVIDE ANCHORING DETAIL FOR
	THE CURBS LOCATED ON THE ROOF.

	13. FAN SHUTDOWN BY DUCT SMOKE DETECTOR.
	PER 2004 FMC 606.2.1.

	IF YOU HAVE ANY QUESTIONS, PLEASE
	CONTACT PATTY KRAUSS AT (561)805-6719.

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2006-06-09			Cont ID
Sent By	kstevens			Date	2006-06-09	Time	18:47	Rev Time	0.00
Received By	kstevens			Date	2006-06-03	Time	11:53	Sent To

Notes

2006-06-09 00:00:00	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FBC-2004 CHAPTER 11
	FBC-2004 FUEL GAS
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	**THIS PLAN HAS BEEN REVIEWED UNDER
	PERMIT NUMBER 05090945 WHICH HAS BEEN
	VOIDED. ORIGINALLY REVIEWED UNDER
	FBC-2001. SINCE A NEW PERMIT HAS BEEN
	APPLIED FOR, THIS REVIEW WILL BE UNDER
	FBC-2004. THE FOLLOWING COMMENTS ARE
	FROM THE PREVIOUS REVIEW. THE COMMENT
	NUMBER WILL REMAIN THE SAME:

	(FIRST REVIEW THIS PERMIT NUMBER)

	1. PLANS SHALL BE ROUTED TO DBPR HOTEL &
	RESTURANT DIVISION FOR REVIEW PRIOR TO
	RESUBMITTING TO THE CITY WPB FOR REVIEW.
	SUBMIT A MINIMUM OF 3 SETS OF PLANS
	STAMPED BY DBPR WITH THE TWO PAGE "WORK
	SHEETS" TO EACH SET. SECTION 101.4.7.
	***NO RESPONSE NOTED. NO STAMPED SHEETS
	FROM DBPR FOUND, WORKSHEETS NOT
	ATTACHED. SECTION 102.2.1.

	4. SHT 3.1 TOILET ROOMS SHOW CLEAR FLOOR
	SPACE FOR EACH ACCESSIBLE FIXTURE. SHOW
	TURNING AREA IN EACH TOILET ROOM.
	SECTION 11-4.22.3.
	***RESPONSE NOTED, BUT CLEAR FLOOR SPACE
	PER 11-4.22.3 NOT TUB CONTROLS WAS
	REQUESTED. THE CLEAR FLOOR SPACE FOR THE
	W/C'S ARE NOT SHOWN. SECTION 11-4.22.3.

	5. SHTS A-2.01 & A-2.02 SUBMIT
	CALCULATIONS FOR MINIMUM FACILITIES PER
	TABLES 1003.1 & 403.1 FOR ALL COMMON
	AREAS. SHOW THE SQUARE FOOTAGE OF EACH
	COMMON AREA ON THE FLOOR PLAN.
	***RESPONSE NOTED, (ON COMMENT #6), BUT
	SHEET A-2.02 NOT SUBMITTED, AND SHEET
	A-2.2 IS A BUILDING EXTERIOR ELEVATION.
	INFORMATION REQUESTED NOT FOUND. PLEASE
	CLARIFY. SECTION 106.1.1. (SEE TABLES
	1004.1.2 & 403.1).

	6. SHT A-3.1 SINK IN EMPLOYEE BREAK ROOM
	#156 SHALL COMPLY WITH SECTION 11-4.24
	AND ALL SUBSECTIONS.
	***RESPONSE NOTED, BUT SECTION 11-4.24.4
	SINK DEPTH STILL NOT SHOWN. PLEASE
	INDICATE ON DETAIL FOR SINK.

	11. SUBMIT A BUILDING DRAIN SANITARY
	ISOMETRIC SHOWING ALL PIPE SIZES, DFU'S
	AS THEY ACCUMULATE IN THE SYSTEM, AND
	SHOW RISER LOCATIONS WITH RISER
	DESIGNATION NUMBERS. SECTION 104.2.1 AND
	104.3.1.1.
	***RESPONSE NOTED, BUT RISER SUBMITTED
	ON SHT P-3.03 DOES NOT REFLECT THE FLOOR
	PLAN. BUILDING SANT. DRAIN IS SHOWN
	EXITING THE BUILDING AT RISERS 14 & 15
	ON THE FLOOR PLAN, BUT EXITING AT RISERS
	1 & 2 ON THE RISER ISOMETRIC. RISER #5
	DOES NOT SHOW THE OFFSET ON THE
	ISOMETRIC AS SHOWN ON THE FLOOR PLAN.
	RISER ISO. DOES NOT SHOW UNIT K-125 AS
	SHOWN ON FLOOR PLAN. FS-1 AND RISER S-15
	DO NOT REFLECT THE FLOOR PLAN AT THE
	CONNECTION TO THE BUILD. DRAIN. FS-1
	SHOWN BETWEEN RISER S-1 & S-3 NOT SHOWN
	ON THE FLOOR PLAN. INDICATE WHERE THE
	BUILDING SANT. DRAIN CHANGES FROM 4" TO
	6" AND SHOW DFU'S AT THAT POINT. SECTION
	106.3.5.1.3 AND TABLE 710.1(1).

	12. SHT P-3.01 ALL SANT. RISER DIAGRAMS,
	(EXCEPT S-16), DO NOT REFLECT THE FLOOR
	PLAN, NOR DO THEY MEET CODE
	REQUIREMENTS.
	***RESPONSE NOTED, BUT NOT RISER 15 DOES
	NOT REFLECT THE FLOOR PLAN. SHOWS FLOOR
	DRAIN NOT FLOOR SINK, AND W.B. CONNECTS
	UPSTREAM OF FLOOR DRAIN ON FLOOR PLAN.
	RISER 14 SHOWS A HORIZONTAL DRY VENT AT
	THE BASE OF THE STACK. THIS IS NOT
	APPROVED PER SECTIONS 905.3 & 905.4.
	(VENT SHOULD CONNECT TO THE STACK WITH
	AN UPRIGHT WYE FITTING ON THE VERTICAL
	PORTION OF THE STACK).

	13. SUBMIT A WATER RISER DIAGRAM IN
	ISOMETRIC FORM FOR THE LAUNDRY AND ALL
	COMMON AREAS SHOWNING ALL PIPE SIZES,
	VAVLES, AND WATER HAMMER ARRESTORS,
	(WHERE REQUIRED BY SECTION 604.9).
	***RESPONSE NOTED, BUT NO WATER LINES
	SHOWN TO THE GUEST LAUNDRY EQUIPMENT
	LAYOUT PLAN, SHT A3.2.

	14. SUBMIT A WATER RISER DIAGRAM IN
	ISOMETRIC FORM FOR THE WATER
	DISTRIBUTION SYSTEM SHOWING THE LOCATION
	OF THE WATER ENTERING THE BUILDING, ALL
	PIPING NOT SHOWN ON THE RISERS, ALL PIPE
	SIZES, WATER HAMMER ARRESTORS, LOCATION
	OF WATER RISERS CONNECTING TO THE
	DISTRIBUTION LINE WITH RISER DESIGNATION
	NUMBERS ETC. SECTIONS 104.2.1 AND
	104.3.1.1.
	***RESPONSE NOTED, BUT WATER HAMMER
	ARRESTORS LOCATED AT THE CLOTHES WASHERS
	TO BE LOCATED NEAR THE FIXTURES IN AN
	"EFFECTIVE RANGE" NOT IN THE CEILING AS
	SHOWN. CAN WASH IS INDICATED AS H.B. ON
	THE FLOOR PLAN. PLEASE CORRELATE. NO
	WATER PIPING SHOWN TO 1ST FLOOR UNITS
	122, 124, 125. RISER DOES NOT REFLECT
	THE FLOOR PLAN AT EW-1. SEPARATE LINE
	SHOWN ON THE FLOOR PLAN TO THIS FIXTURE.
	PLEASE CORRELATE FLOOR PLAN AND RISER
	INFORMATION. SECTION 106.1.1, PDI-WH 201
	& MANUF. INSTALLATION INSTRUCTIONS.

	16. THE FOLLOWING INFORMATION IS
	REQUIRED FOR A GAS PERMIT:

	B. SHOW TYPE OF PIPING MATERIAL BEING
	INSTALLED, ALL PIPE SIZES, (AND THE EDH
	NUMBER OF CORRUGATED STAINLESS STEEL
	TUBING FOR EACH PIPE SIZE IF BEING
	USED).
	***NO RESPONSE NOTED FOR PIPE MATERIAL.

	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).
	***RESPONSE NOTEE, BUT BTU'S FOR THE GAS
	GENERATOR AND FIREPLACE AND TOTAL BTU'S
	REFLECTING THE ADDITIONAL BUT'S OF THE
	GENERATOR AND FIREPLACEBTU'S NOT SHOWN.
	FBC-2004 FUEL GAS CODE SECTIONS 401.8
	THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(33).

	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).
	***RESPONSE NOTED, BUT THE DISTANCE IS
	NOT CORRECT. WHEN ADDING THE DISTANCE TO
	THE GENERATOR AS SHOWN, THE TOTAL
	DEVELOPED LENGTH IS 372.5 FT. PLEASE
	CLARIFY. FBC-2004 FUEL GAS APPENDIX A -
	USE OF CAPACITY TABLES A.3.1(4).

	H. 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.
	***NO RESPONSE NOTED, AND MANUF.
	SPECIFICATION SHEETS NOT FOUND. FBC-2004
	FUEL GAS CODE SECTION 402.2, NFPA 54, &
	NFPA 58.

	19. ALL INFORMATION REQUIRED BY FAC
	61G1-16.004 & FS 481.219 TO BE IN THE
	TITLE BLOCK OF THE ARCHITECT.
	***RESPONSE NOTED, BUT INFORMATION STILL
	NOT SHOWN ON ALL SHEETS, AND THE FIRM
	LICENSE HAS BEEN NULL & VOID SINCE
	02-28-2003.

	************NEW COMMENTS************

	1B. SHT A-1.7 SUBMIT CALCULATIONS FOR
	PRIMARY AND SECONDARY ROOF DRAINS.
	INDICATE THE SQUARE FOOTAGE BEING
	DRAINED BY EACH DOWNSPOUT. SHOW 1/2 AREA
	OF ALL VERTICAL WALLS INCLUDING PARAPETS
	FOR EACH AREA. - SUBMIT A DETAIL FOR THE
	OPENING TO EACH DOWNSPOUT SHOWING HEIGHT
	& WIDTH ETC. - SUBMIT A DETAIL FOR THE
	EMERGENCY OVERFLOW SCUPPERS. INDICATE
	THE SIZE, (LENGHT & WIDTH), AS WELL AS
	THE MEASUREMENT FROM THE ROOF TO THE
	FLOW LINE OF SCUPPER. (2" TO 4") -
	SCUPPERS SHALL BE SIZED PER SECTIONS
	1101.7 & 1107.3 ALONG WITH TABLE 1106.7.
	THE SIZING OF THE SCUPPERS CAN NOT BE
	DETERMINED WITHOUT REFERENC TO THE
	DEFLECTION OF THE ROOF. PLEASE INDICATE
	ON PLANS THE CLACULATIONS FOR THE
	SCUPPERS.

	2B. SHT A-3.2 INDICATES A GUEST WASH
	MACHINE & DRYER WITH NO APPARANT ACCESS,
	SANITARY PIPING OR WATER SUPPLY. PLEASE
	CLARIFY. SECTION 106.1.1.

	3B. SHT A-3.3 CANOPY. SUBMIT
	CALCULATIONS FOR PRIMARY AND SECONDARY
	ROOF DRAINS. SHOW SF BEING DRAINED BY
	EACH PRIMARY DRAIN. INDICATE DRAIN SIZE,
	RWL SIZE, FOR PRIMARY AND OVERFLOW
	DRAINS. SUBMIT RISER DIAGRAMS FOR BOTH
	SYSTEMS INDICATING PIPE SIZE, OFFSETS
	AND TERMINATION POINTS. SECTIONS 1106 &
	1107 AND TABLE 1106.3.

	4B. SHTS A10.62 THRU A10.65 REFERENCE A
	"HEAT N GLO" GAS FIREPLACE. THIS IS
	SHOWN ON THE FLOOR PLAN, BUT NOT THE GAS
	RISER DIAGRAM. PLEASE CLARIFY. SECTION
	106.1.1.

	5B. SHT P-1.07 INDICATES A DRAIN FOR THE
	FIRE SPRINKLER SYSTEM IN THE STAIRWELL
	ADJACENT TO RISER W-2. PLEASE INDICATE
	WHAT THE DRAIN WILL DRAIN INTO. SECTION
	106.1.1.

	6B. SHT P-2.01 LAUNDRY WATER HEATER,
	THERMAL EXPANSION CONTROL REQUIRED PER
	SECTION 607.3.2.

	7B. SHT P-3.04 WATER MAIN PIPE SIZES DO
	NOT REFLECT PIPE SIZES SHOWN ON SHTS
	P-1.07 & P-5.01. PIPE SIZES TO FROM 3"
	TO 2" THEN BACK TO 2-1/2". PLEASE
	CORRELATE WATER DISTRIBUTION RISERS,
	FLOOR PLAN. SECTION 106.1.1.

	8B. ALL ARCHITECTURAL SHEETS, ALL PME
	SHEETS: IF THE DESIGN PROFESSIONAL IS AN
	ARCHITECT OR ENGINEER LEGALLY RESISTERED
	UNDER THE LAWS OF THIS STATE REGULATING
	THE PRACTICE OF ARCHITECTURE AS PROVIDED
	FOR IN CHAPTER 481, FLORIDA STATUTES,
	PART 1, OR ENGINEERING AS PROVIDED FOR
	IN CHAPTER 471, FLORIDA STATUTES, THEN
	HE OR SHE SHALL AFFIX HIS OR HER
	OFFICIAL SEAL, SIGNATURE AND DATE SEAL
	IS AFFIXED TO SAID DRAWINGS,
	SPECIFICATIONS AND ACCOMPANYING DATA, AS
	REQUIRED BY FLORIDA STATUTES. SECTION
	106.1.

	9B. A SEPARATE IRRIGATION PERMIT AND
	PLANS ARE REQUIRED. THIS MAY BE
	SUBMITTED AT A LATER DATE. SECTIONS
	105.1 AND 106.3.5.1.3.

	10B. SUBMIT A ROOF PLAN SHOWING THE
	LOCATION OF ALL VENTS FOR THE SANITARY
	SYSTEM.

	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) 805-6731
	E-MAIL [email protected]

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2006-07-12			Cont ID
Sent By	eschneid			Date	2006-07-12	Time	13:56	Rev Time	0.00
Received By	eschneid			Date	2006-07-12	Time	13:56	Sent To

Notes

2006-07-12 00:00:00	PER SHIRLEY GRAHAM -

	NO LANDSCAPE PLANS INCLUDED.