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Plan Review Details - Permit 14050111

Plan Review Stops For Permit 14050111

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2014-08-19			Cont ID
Sent By	jwitmer			Date	2014-08-19	Time	17:26	Rev Time	0.00
Received By	jwitmer			Date	2014-08-19	Time	15:17	Sent To

Notes

2014-08-19 16:30:12	BUILDING PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	3RD REVIEW
	DATE: TUES. AUGUST 19/ 2014

	ACTION:BUILDING PROVISO
	BUILDING APPROVED WITH EXCEPTION!
	THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
	CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
	INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
	ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
	ADDITIONAL REVIEWS WITH ASSOCIATED FEES.

	1) THE PERMIT DESCRIPTION LISTED ABOVE TO BUILD THE
	HOTEL, POOL, POOL DECK & AMENITIES IS A INCLUSIVE
	PACKAGE WITHIN THE SUBMITTED PLANS. THERE ARE CIVIL,
	SITE, LANDSCAPING, IRRIGATION, GREASE INTERCEPTORS,
	FUEL GAS, GENERATOR, FIRE SPRINKLER, FIRE ALARM,
	LOWVOLTAGE, AWNINGS AND SIGNAGE PLANS WITHIN THE
	SUBMITTED DOCUMENTS.
	THESE TYPE OF ACTIVITIES REQUIRE A SEPARATE PERMIT
	APPLICATION, REVIEW AND ASSOCIATED FEES. PLEASE BACK
	OUT THE VALUE OF WORK TO BE COMPLETED UNDER EACH OF
	THESE PERMITS SO THE BUILDING DEPARTMENT DOES NOT
	CHARGE YOU TWICE FOR THESE SERVICES. 2010 WEST PALM
	BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
	1, ADMINISTRATION 105.1 PERMITS

	2) 0211-A2.01/ BASEMENT LEVEL: REVISION IS REQUIRED.
	THE FIRST COMMENT ASKED WHY THER WAS STORAGE BINS IN
	THE CORRIDOR, THE RESPONSE INDICATES THESE ARE SOILED
	LAUNDRY BINS.
	SOILED LAUNDRY IS CONSIDERED AN INCIDENTIAL ACCESSORY
	OCCUPANY IN ITSELF, AND IS TO BE SEPARATE WITHIN A
	ROOM, NOT IN A EXIT ACCESS COORIDOR,
	SEE THE 2010 FBC-B TABLE 508.2.5. IT STATES THAT
	LAUNDRY ROOMS ARE TO BE SEPARATED BY 1 HR ROOM OR
	PROVIDE FIRE SPRINKLERS. PLEASE REVIEW 508.2.5.2
	NONFIRE-RESISTANCE-RATED SEPARATION AND PROTECTION.
	WHERE TABLE 508.2.5 PERMITS AN AUTOMATIC
	FIRE-EXTINGUISHING SYSTEM WITHOUT A FIRE BARRIER, THE
	INCIDENTAL ACCESSORY OCCUPANCIES SHALL BE SEPARATED
	FROM THE REMAINDER OF THE BUILDING BY CONSTRUCTION
	CAPABLE OF RESISTING THE PASSAGE OF SMOKE. THE WALLS
	SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR
	ASSEMBLY BELOW TO THE UNDERSIDE OF THE CEILING THAT IS
	A COMPONENT OF A FIRE-RESISTANCE-RATED FLOOR ASSEMBLY
	OR ROOF ASSEMBLY ABOVE OR TO THE UNDERSIDE OF THE FLOOR
	OR ROOF SHEATHING, DECK OR SLAB ABOVE. DOORS SHALL BE
	SELF- OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE IN
	ACCORDANCE WITH SECTION 715.4.8.3. DOORS SHALL NOT HAVE
	AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN
	EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH
	NFPA 80. WALLS SURROUNDING THE INCIDENTAL ACCESSORY
	OCCUPANCY SHALL NOT HAVE AIR TRANSFER OPENINGS UNLESS
	PROVIDED WITH SMOKE DAMPERS IN ACCORDANCE WITH SECTION
	711.7.

	3) COMPLIED ,LULA LIFT.

	4A) NEW COMMENT/ SEMI NEW, NEW LOCATION, THE EXECUTIVE
	LOUNGE HAS BEEN MOVED TO ROOM # 207 THE COMMENTS STILL
	EXIST. THE EXECUTIVE LOUNGE HAS A OCCUPANT LOAD OF 73
	THIS IS AN ASSEMBLY OCCUPANCY PLEASE PROVIDE A
	FURNATURE LATOUT. SHEET A3.00 DOES NOT INCLUDE THIS
	ROOM IN THE PLUMBING FIXTURE COUNT. DEPENDING ON THE
	USAGE THIS MAY BE CONSIDERED EIHER AN A2 OR A3, IF
	CONSIDERED MORE AS A LOUNGE A-2 THE WATER CLOSET RATIO
	WILL BE 1/40 REQUIRING ADDITIONAL FIXTURES.

	4B) ROOM 207 THE EXECUTIVE LOUNGE, THERE IS A SMALL
	ROOM THAT NO INFORMATION HAS BEEN PROVIDED, IS THIS FOR
	STORAGE, BAR OR KITCHEN TO BE USED IN CONJUNCTION WITH
	THE LOUNGE? FBC-B 302.1. NOTE FBC-B 1014.2 EGRESS
	THROUGH INTERVENING SPACES. 4. EGRESS SHALL NOT PASS
	THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED
	FOR SIMILAR PURPOSES.

	5) SHEET A4.20 SECTION THRU BUILDING A12.10 : 2010 WEST
	PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
	CHAPTER 1, ADMINISTRATION
	SHOW COMPLIANCE NOTES ON PLANS QUATING CODE DOES NOT
	MEAN COMPLIED. 107.2.1 INFORMATION ON CONSTRUCTION
	DOCUMENTS SUCH INFORMATION SHALL BE SPECIFIC, AND THE
	TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
	PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
	USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION.
	16A NOTES ON THE PLANS INDICATES THE USE OF ALUMINUM
	COMPOSITE WALL PANELS, PLEASE PROVIDE DOCUMENTATION FOR
	CODE COMPLIANCE WITH: 2010 FBC-B 1407.2 EXTERIOR WALL
	FINISH.
	MCM USED AS EXTERIOR WALL FINISH OR AS ELEMENTS OF
	BALCONIES AND SIMILAR PROJECTIONS AND BAY AND ORIEL
	WINDOWS TO PROVIDE CLADDING OR WEATHER RESISTANCE SHALL
	COMPLY WITH SECTIONS 1407.4 THROUGH 1407.14.

	6) DEFFERED SUBMITTAL; A12.10 DETAILS 1 & 8 BOTH
	INDICATE THE PERIMETER SUN SCREEN , DETAIL 3 A12.09
	ALSO A CLOSE UP OF THE PERIMETER SUNSCREEN INDICATE THE
	USE OF STEEL EMBEDS W/ NELSON BOLTS PER THE
	MANUFACTURERS REQUIREMENTS. PLEASE PROVIDE ENGINEERING
	FOR THIS SYSTEM THAT THE DESIGN AND ATTACHMENTS WILL
	MEET THE WINDLOADS AND HEIGHT ADJUSTMENT FACTORS FOR
	THIS ELEVATION, TO BE DESIGNED TO ASCE 7-10 .1609.1.1
	DETERMINATION OF WIND LOADS. WIND LOADS ON EVERY
	BUILDING OR STRUCTURE SHALL BE DETERMINED IN ACCORDANCE
	WITH CHAPTERS 26 THROUGH 30 OF ASCE 7 OR THE PROVISIONS
	OF THE ALTERNATE ALL HEIGHTS METHOD IN SECTION 1609.6.
	L

	7) THE FPL VAULT REQUIRES 3 HR WALLS 2008 NEC THE DOORS
	ALSO REQUIRE A 3 HR RATING PER 2008 NEC 450.43(A) &
	2010 FBC-B TABLE 715.4.


	8) PLEASE CLARIFY: MICHAEL STELLINO & I HAVE SPOKEN ON
	THIS SUBJECT. WHAT APPEARS TO BE A LINEN CHUTE DOOR IS
	SUPPOSE TO BE A RECESSED FIRE EXTINGUISHER CABINET.
	PLEASE CLARIFY. THE RESPONSE INDICATES THAT THE LINEN
	CHUTE DOOR IS IDENTIFIED AS T26. PLEASE REVIEW THE DOOR
	SCHEDULE ON A14.01, T26 IS FOR THE ICE ROOM NEXT TO THE
	LAUNDRY CHUTE, THAT DOES NOT HAVE ANY DOOR, NOR IS THE
	ARK OF A DOOR INDICATED ON THE PLANS.

	SHEET A2.10 SHOWS THE LAUNDRY CHUTE LOCATED ON THE GRID
	LINES X.1 JUST NORTH & Y.2 CENTERED ON THE GRID LINE
	WHICH IS LOCATED IN THE MAIDS ROOM.FLOORS 10-12 SEE
	SHEET A2.11 THE LAUBDRY CHUTE IS OFFSET TO THE
	NORTHEAST OR TO THE EAST OF GRID LINE Y.2 . THE PLANS
	SHOW THE ACCESS TO THE ACCESS CHUTE DOOR LOCATED WITH
	THE CORRADOR. PLEASE CONFORM WITH:

	2010 FBC-B 708.13.3 REFUSE AND LAUNDRY CHUTE ACCESS
	ROOMS.
	ACCESS OPENINGS FOR REFUSE AND LAUNDRY CHUTES SHALL BE
	LOCATED IN ROOMS OR COMPARTMENTS ENCLOSED BY NOT LESS
	THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE
	WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED
	IN ACCORDANCE WITH SECTION 712, OR BOTH. OPENINGS INTO
	THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING
	PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS
	THAN 3/4 HOUR. DOORS SHALL BE SELF- OR
	AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE IN
	ACCORDANCE WITH SECTION 715.4.8.3.

	8B) . SHEET A12.16 SHOWS A NEW DETAIL WITH A FIRE RISER
	WITHIN THE 2 HR FIRE RATED CHASE BUT THE SPRINKLER HEAD
	DOES NOT PENETRATE INTO THE THE LINEN CHUTE NOR DOES
	THERE SHOW HOW THE SPRINKLER HEAD HAS ACCESSIBILITY FOR
	MAINTENANCE.
	SHEET A7.15 THE LINEN CHUTE DETAILS DO NOT MENTION THE
	REQUIREMENT OR ANY ALLOWANCES FOR FIRE SPRINKLERS IN
	THE LINEN CHUTE. THE FIRE SPRINKLER SHEETS ONLY PROVIDE
	A DEAIL ON FP0.01 INDICATING SERVICE CHUTE DETAIL.
	708.13.6 AUTOMATIC SPRINKLER SYSTEM.
	AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE
	INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2 F]
	903.2.11.2 RUBBISH AND LINEN CHUTES.
	AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE
	TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL
	ROOMS. CHUTES EXTENDING THROUGH THREE OR MORE FLOORS
	SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED WITHIN
	SUCH CHUTES AT ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL
	BE ACCESSIBLE FOR SERVICING.

	THE LAUNDRY CHUTE DETAIL SHEET ALSO DOESN'T MAKE
	REFERANCE TO THE REQUIREMENT FOR CHUTE SPRINKLERS SHALL
	BE ACCESSIBLE FOR SERVICING THIS MAY BE A ISSUE WHERE
	THE RECESSED FIRE EXTINGUISHER BOXES ARE LOCATED ON THE
	10-12TH FLOORS IN FRONT OF THE LAUNDRY CHUTE.

	9A) DEFERRED SUBMITTAL UNDER 107.3.4.2 BUT THE
	PRESSURES HAVE TO BE INALLIZED BEFORE PERMIT ISSUANCE.
	2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
	COMPONENTS & CLADDING.
	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	9B) DEFERRED SUBMITTAL UNDER 107.3.4.2. 2010 FBC
	107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
	REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015
	(2) THE ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND
	REVIEWING ALL PROJECT DATA, REPORTS, SHOP DRAWINGS
	ETC..

	THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2014-08-06			Cont ID
Sent By	jwitmer			Date	2014-08-06	Time	07:45	Rev Time	0.00
Received By	jwitmer			Date	2014-08-01	Time	07:05	Sent To

Notes

2014-08-02 14:06:53	BUILDING PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	2ND REVIEW
	DATE: SAT. AUGUST 02/ 2014

	ACTION: DENIED

	1) THE PERMIT DESCRIPTION LISTED ABOVE TO BUILD THE
	HOTEL, POOL, POOL DECK & AMENITIES IS A INCLUSIVE
	PACKAGE WITHIN THE SUBMITTED PLANS. THERE ARE CIVIL,
	SITE, LANDSCAPING, IRRIGATION, GREASE INTERCEPTORS,
	FUEL GAS, GENERATOR, FIRE SPRINKLER, FIRE ALARM,
	LOWVOLTAGE, AWNINGS AND SIGNAGE PLANS WITHIN THE
	SUBMITTED DOCUMENTS.
	THESE TYPE OF ACTIVITIES REQUIRE A SEPARATE PERMIT
	APPLICATION, REVIEW AND ASSOCIATED FEES. PLEASE BACK
	OUT THE VALUE OF WORK TO BE COMPLETED UNDER EACH OF
	THESE PERMITS SO THE BUILDING DEPARTMENT DOES NOT
	CHARGE YOU TWICE FOR THESE SERVICES. 2010 WEST PALM
	BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
	1, ADMINISTRATION 105.1 PERMITS

	2) UNDER CONSIDERATION BY THE BUILDING OFFICIAL. THE
	APPLIED VALUE OF THE HOTEL IS VALUED AT $35,000,000.00.
	THE CALCULATED VALUE OF THE PROJECT IS $55,930,374.00
	(312,216 SQ FT X $179.14 BUILDING ONLY, NO SITE
	DEVELOPMENT) USING THE ICC BUILDING VALUATION DATA FOR
	BOTH AUGUST 2013 & FEB, 2014. W P B ADMINISTRTIVE CODE
	108.2 SCHEDULE OF PERMIT FEES. ON BUILDINGS,
	STRUCTURES, ELECTRICAL, GAS, MECHANICAL, AND PLUMBING
	SYSTEMS OR ALTERATIONS REQUIRING A PERMIT, A FEE FOR
	EACH PERMIT SHALL BE PAID AS REQUIRED, IN ACCORDANCE
	WITH THE SCHEDULE ESTABLISHED BY THE APPLICABLE
	GOVERNING AUTHORITY.
	IF A BUILDING BREAK OUT OF SQUARE FOOTAGE UNDER EACH
	OCCUPANCY CLASSIFICATION THIS NUMBER WOUD DROP SOME
	WHAT, THIS WAS UNOT COMPLETED UNDER THE OCCUPANCY
	CLASSIFICATION, PROBANLY BECAUSE OF UNLIMITED AREA FOR
	A TYPE 1A BUILDING TYPE.

	108.3* BUILDING PERMIT VALUATION.
	IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
	CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
	ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
	APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
	PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
	VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
	REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
	SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
	STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
	FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
	BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
	COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
	VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
	DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
	(MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
	FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
	CONGRESS.

	3) 0210-A2.00:

	3) COMPLIED.
	4) 0211-A2.01/ BASEMENT LEVEL:

	4A) 2ND REQUEST, THE FIRST COMMENT ASKED WHY THER WAS
	STORAGE BINS IN THE CORRIDOR, THE RESPONSE INDICATES
	THESE ARE SOILED LAUNDRY BINS.
	SOILED LAUNDRY IS CONSIDERED AN INCIDENTIAL ACCESSORY
	OCCUPANY IN ITSELF, AND IS TO BE SEPARATE WITHIN A
	ROOM, NOT IN A EXIT ACCESS COORIDOR,
	SEE THE 2010 FBC-B TABLE 508.2.5. IT STATES THAT
	LAUNDRY ROOMS ARE TO BE SEPARATED BY 1 HR ROOM OR
	PROVIDE FIRE SPRINKLERS. PLEASE REVIEW 508.2.5.2
	NONFIRE-RESISTANCE-RATED SEPARATION AND PROTECTION.
	WHERE TABLE 508.2.5 PERMITS AN AUTOMATIC
	FIRE-EXTINGUISHING SYSTEM WITHOUT A FIRE BARRIER, THE
	INCIDENTAL ACCESSORY OCCUPANCIES SHALL BE SEPARATED
	FROM THE REMAINDER OF THE BUILDING BY CONSTRUCTION
	CAPABLE OF RESISTING THE PASSAGE OF SMOKE. THE WALLS
	SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR
	ASSEMBLY BELOW TO THE UNDERSIDE OF THE CEILING THAT IS
	A COMPONENT OF A FIRE-RESISTANCE-RATED FLOOR ASSEMBLY
	OR ROOF ASSEMBLY ABOVE OR TO THE UNDERSIDE OF THE FLOOR
	OR ROOF SHEATHING, DECK OR SLAB ABOVE. DOORS SHALL BE
	SELF- OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE IN
	ACCORDANCE WITH SECTION 715.4.8.3. DOORS SHALL NOT HAVE
	AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN
	EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH
	NFPA 80. WALLS SURROUNDING THE INCIDENTAL ACCESSORY
	OCCUPANCY SHALL NOT HAVE AIR TRANSFER OPENINGS UNLESS
	PROVIDED WITH SMOKE DAMPERS IN ACCORDANCE WITH SECTION
	711.7.

	1ST REVIEW COMMENT. THE SERVICE COORIDOR B000 IN FRONT
	OF THE HOUSEMANS STORAGE AND HOUSE KEEPING LAUNDRY IT
	APPEARS THERE IS STORAGE CABINETS BEING STORED WITHIN
	THE CORRIDOR? PLEASE EXPLAIN THE USAGE OF THIS AREA?
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.

	4B) COMPLIED.

	5) 0212-A2.02/ LEVEL 0100

	5A-B) COMPLIED.

	5C) 2ND REQUEST. THE RESPONCE INDICATES THE LULA LIFT
	IS TO BE ON STANDBY POWER. THE NOTE ABOVE THE LULA LIFT
	INDICATES THAT IT IS GOING TO BE HOOKED UP TO JRH-31
	WHICH IS FOR THE JUNIOR BALL ROOM, ISN'T THE LIFT ON
	THE CONNVENTION CENTER SIDE OF THE PROPERTY LINE, AND
	SHOULDN'T ALL THE POWER FOR THIS SIDE OF THE PROPERTY
	BE COMING FROM THE CONVENTION CENTER?
	NOTE THE PERMIT FOR THE HOTEL STOPS AT THE PROPERTY
	LINE, A SECOND PERMIT WILL BE NEEDED FOR THE
	CONSTRUCTION ACTIVITIES ON THE CONVENTION CENTER
	PROPERTY. AGAIN THE LULA LIFT IS CONSIDERED AN ELEVATOR
	AND TREATED AS SUCH. FBC-B 403.4.7.2 (3) DOES NOT SAY
	ANYTHING ABOUT LIFTS.
	[F] 403.4.7.2 STANDBY POWER LOADS.
	THE FOLLOWING ARE CLASSIFIED AS STANDBY POWER LOADS: 3.
	STANDBY POWER SHALL BE PROVIDED FOR ELEVATORS IN
	ACCORDANCE WITH SECTIONS 1006.2.4, 3003, 3007 AND 3008.

	5D-F COMPLIED.

	5G) 2ND REQUEST, NOT SHOWN ON THIS SHEET BUT A4.04 DOES
	SHOW THE WEST PROPERTY LINE GOING THROUGH THE CABANAS
	AND POOL ON THE WEST OF THE PROPERTY.
	UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE
	TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS
	WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'
	SHALL BE
	RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE
	RECORDED 'UNITY OF OF TITLE' DOCUMENT SO THAT FBC TABLE
	601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
	NOT APPLICABLE.
	SEE WEBSITE FOR APPLICATION:
	HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
	"APPLICATION FOR UNITY OF TITLE"
	HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
	-38-UNITYOFTITLE3.PDF

	6A-B) COMPLIED.

	6C) NEW COMMENT/ SEMI NEW, NEW LOCATION, THE EXECUTIVE
	LOUNGE HAS BEEN MOVED TO ROOM # 207 THE COMMENTS STILL
	EXIST. THE EXECUTIVE LOUNGE HAS A OCCUPANT LOAD OF 73
	THIS IS AN ASSEMBLY OCCUPANCY PLEASE PROVIDE A
	FURNATURE LATOUT. SHEET A3.00 DOES NOT INCLUDE THIS
	ROOM IN THE PLUMBING FIXTURE COUNT. DEPENDING ON THE
	USAGE THIS MAY BE CONSIDERED EIHER AN A2 OR A3, IF
	CONSIDERED MORE AS A LOUNGE A-2 THE WATER CLOSET RATIO
	WILL BE 1/40 REQUIRING ADDITIONAL FIXTURES.

	6D) ROOM 207 THE EXECUTIVE LOUNGE, THERE IS A SMALL
	ROOM THAT NO INFORMATION HAS BEEN PROVIDED, IS THIS FOR
	STORAGE, BAR OR KITCHEN TO BE USED IN CONJUNCTION WITH
	THE LOUNGE? FBC-B 302.1. NOTE FBC-B 1014.2 EGRESS
	THROUGH INTERVENING SPACES. 4. EGRESS SHALL NOT PASS
	THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED
	FOR SIMILAR PURPOSES.

	7-15) COMPLIED.

	16) SHEET A4.20 SECTION THRU BUILDING A12.10 : 2010
	WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION
	SHOW COMPLIANCE NOTES ON PLANS QUATING CODE DOES NOT
	MEAN COMPLIED. 107.2.1 INFORMATION ON CONSTRUCTION
	DOCUMENTS SUCH INFORMATION SHALL BE SPECIFIC, AND THE
	TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
	PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
	USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION.
	16A NOTES ON THE PLANS INDICATES THE USE OF ALUMINUM
	COMPOSITE WALL PANELS, PLEASE PROVIDE DOCUMENTATION FOR
	CODE COMPLIANCE WITH: 2010 FBC-B 1407.2 EXTERIOR WALL
	FINISH.
	MCM USED AS EXTERIOR WALL FINISH OR AS ELEMENTS OF
	BALCONIES AND SIMILAR PROJECTIONS AND BAY AND ORIEL
	WINDOWS TO PROVIDE CLADDING OR WEATHER RESISTANCE SHALL
	COMPLY WITH SECTIONS 1407.4 THROUGH 1407.14.

	16B) A12.10 DETAILS 1 & 8 BOTH INDICATE THE PERIMETER
	SUN SCREEN , DETAIL 3 A12.09 ALSO A CLOSE UP OF THE
	PERIMETER SUNSCREEN INDICATE THE USE OF STEEL EMBEDS W/
	NELSON BOLTS PER THE MANUFACTURERS REQUIREMENTS. PLEASE
	PROVIDE ENGINEERING FOR THIS SYSTEM THAT THE DESIGN AND
	ATTACHMENTS WILL MEET THE WINDLOADS AND HEIGHT
	ADJUSTMENT FACTORS FOR THIS ELEVATION, TO BE DESIGNED
	TO ASCE 7-10 .1609.1.1 DETERMINATION OF WIND LOADS.
	WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE
	DETERMINED IN ACCORDANCE WITH CHAPTERS 26 THROUGH 30 OF
	ASCE 7 OR THE PROVISIONS OF THE ALTERNATE ALL HEIGHTS
	METHOD IN SECTION 1609.6. L

	17-21) COMPLIED.

	22A-C) COMPLIED.

	22D) THE FPL VAULT REQUIRES 3 HR WALLS 2008 NEC THE
	DOORS ALSO REQUIRE A 3 HR RATING PER 2008 NEC 450.43(A)
	& 2010 FBC-B TABLE 715.4.


	23) A5.18:
	WALL IDENTIFICATION TAGS ARE MISSING AND IDENTIFICATION
	OF FIRE RATED WALLS. ADDITIONAL INFORMATION IS
	REQUIRED. SEE LIFE SAFETY PLAN FOR WALL FIRE RATING
	DISCREPANCY IN PLANS. 107.2.1.3.

	24-25) COMPLIED.

	26) 2ND REQUEST. THE RESPONSE INDICATES THAT THE LINEN
	CHUTE DOOR IS IDENTIFIED AS T26. PLEASE REVIEW THE DOOR
	SCHEDULE ON A14.01, T26 IS FOR THE ICE ROOM NEXT TO THE
	LAUNDRY CHUTE, THAT DOES NOT HAVE ANY DOOR, NOR IS THE
	ARK OF A DOOR INDICATED ON THE PLANS.

	SHEET A2.10 SHOWS THE LAUNDRY CHUTE LOCATED ON THE GRID
	LINES X.1 JUST NORTH & Y.2 CENTERED ON THE GRID LINE
	WHICH IS LOCATED IN THE MAIDS ROOM.FLOORS 10-12 SEE
	SHEET A2.11 THE LAUBDRY CHUTE IS OFFSET TO THE
	NORTHEAST OR TO THE EAST OF GRID LINE Y.2 . THE PLANS
	SHOW THE ACCESS TO THE ACCESS CHUTE DOOR LOCATED WITH
	THE CORRADOR. PLEASE CONFORM WITH:

	2010 FBC-B 708.13.3 REFUSE AND LAUNDRY CHUTE ACCESS
	ROOMS.
	ACCESS OPENINGS FOR REFUSE AND LAUNDRY CHUTES SHALL BE
	LOCATED IN ROOMS OR COMPARTMENTS ENCLOSED BY NOT LESS
	THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE
	WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED
	IN ACCORDANCE WITH SECTION 712, OR BOTH. OPENINGS INTO
	THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING
	PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS
	THAN 3/4 HOUR. DOORS SHALL BE SELF- OR
	AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE IN
	ACCORDANCE WITH SECTION 715.4.8.3.

	27) 2ND REQUEST. SHEET A12.16 SHOWS A NEW DETAIL WITH A
	FIRE RISER WITHIN THE 2 HR FIRE RATED CHASE BUT THE
	SPRINKLER HEAD DOES NOT PENETRATE INTO THE THE LINEN
	CHUTE NOR DOES THERE SHOW HOW THE SPRINKLER HEAD HAS
	ACCESSIBILITY FOR MAINTENANCE.
	SHEET A7.15 THE LINEN CHUTE DETAILS DO NOT MENTION THE
	REQUIREMENT OR ANY ALLOWANCES FOR FIRE SPRINKLERS IN
	THE LINEN CHUTE. THE FIRE SPRINKLER SHEETS ONLY PROVIDE
	A DEAIL ON FP0.01 INDICATING SERVICE CHUTE DETAIL.
	708.13.6 AUTOMATIC SPRINKLER SYSTEM.
	AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE
	INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2 F]
	903.2.11.2 RUBBISH AND LINEN CHUTES.
	AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE
	TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL
	ROOMS. CHUTES EXTENDING THROUGH THREE OR MORE FLOORS
	SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED WITHIN
	SUCH CHUTES AT ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL
	BE ACCESSIBLE FOR SERVICING.

	THE LAUNDRY CHUTE DETAIL SHEET ALSO DOESN'T MAKE
	REFERANCE TO THE REQUIREMENT FOR CHUTE SPRINKLERS SHALL
	BE ACCESSIBLE FOR SERVICING.

	28-32) COMPLIED.

	33) COMPLIED. 8/07/2014 SIGNED & SEALED ORIGINAL
	SUBMITTED BY APPLICANT.

	A DRAFT COPY OF A WIND TUNNEL TEST WAS PROVIDED, THIS
	COMMENT WILL STAY UNTIL THEWIND TUNNEL TEST IS A FINAL
	VERSION. SHEET S0.00 THE WIND DESIGN CRITERIA IS SHOWN
	IN VULT, PLEASE PROVIDE THE PRESSURES IN VASD SINCE ALL
	PRODUCT APPROVALS ARE PRINTED IN VASD.
	TABLE 1609.3. IS THIS PROJECT GOING TO DO WIND TUNNEL
	TESTING TO REDUCE PRESSURES?

	34) 2ND REQUEST, NOTE UPON WRITTEN REQUEST THIS CODE
	ISSUE CAN BE A DEFERRED SUBMITTAL UNDER 107.3.4.2 BUT
	THE PRESSURES HAVE TO BE INALLIZED BEFORE PERMIT
	ISSUANCE. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
	1609.6.4.41 COMPONENTS & CLADDING.
	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	35) 2ND REQUEST, NOTE UPON WRITTEN REQUEST THIS CODE
	ISSUE CAN BE A DEFERRED SUBMITTAL UNDER 107.3.4.2 BUT
	THE PRESSURES HAVE TO BE INALLIZED BEFORE PERMIT
	ISSUANCE.
	2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
	WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..

	36) THE SMOKE CONTROL NARRATIVE APPEARS TO HAVE BEEN
	PREPARED EARLY ON IN THE DEVELOPMENT OF THE PROJECT.
	THERE ARE STATEMENTS WITHIN THE NARRATIVE THAT DO NOT
	REFLECT THE ACTUAL CONFIGURATION OF THE BUILDING:

	36A) PAGE 7 HEADING PRESSURE DIFFERENCES FLOOR TO
	FLOOR. THE NARRATIVE STATE THE BASEMENT AND 1ST FLOOR
	WILL NOT BE PRESSURIZED DASED ON THE BUILDING
	CONFIGURATION THAT ALL STAIRS DISCHARGE TO THE
	EXTERIOR. STAIR WELL # 2 BY THE LOBBY DOES NOT LEAD
	DIRECTLY TO THE EXTERIOR OF THE BUILDING.

	36B) PAGE 7 HEADING PRESSURE DIFFERENCES FLOOR TO
	FLOOR. THE NARRATIVE STATE THE BASEMENT AND 1ST FLOOR
	WILL NOT BE PRESSURIZED DASED ON THE BUILDING
	CONFIGURATION THAT ALL STAIRS DISCHARGE TO THE
	EXTERIOR. THE NARRATIVE INDICATES TO REVIEW THE NATURAL
	METHODS OF POST FIRE SALVAGE OPERATION. PLEASE DIRECT
	WHERE THE CODE ALLOWS FOR NATURAL METHODS OF POST FIRE
	SALVAGE OPERATION IN LUE OF A ACTIVE SMOKE CONTROL
	SYSTEM.
	909.20.3 909.20.3 NATURAL VENTILATION ALTERNATIVE DEALS
	STRICTLY WITH THE STAIRWELLS NOT WHOLE FLOORS.

	THE SECOND ISSUE IS WITH THE BASEMENT NOT HAVING
	NATURAL VENTILATION AND ALSO USING THE EXIT ACCESS
	CORRIDOR TO STORE 25 + SOILED LAUNDRY CARTS WITHIN THE
	EXIT ACCESS COORIDOR. SEE EARLIER COMMENT 4A).

	36C) THIS IS A HIGH RISE BUILDING AND THIS STUDY HAS
	NOT SHOWN HOW SMOKE WILL BE REMOVED FROM THE BASEMENT,
	1ST FLOOR, BALLROOMS WITH HIGH CEILINGS AS WELL AS THE
	2 STORY ATRIUM. 909.2 GENERAL DESIGN REQUIREMENTS.
	BUILDINGS, STRUCTURES OR PARTS THEREOF REQUIRED BY THIS
	CODE TO HAVE A SMOKE CONTROL SYSTEM OR SYSTEMS SHALL
	HAVE SUCH SYSTEMS DESIGNED IN ACCORDANCE WITH THE
	APPLICABLE REQUIREMENTS OF SECTION 909 AND THE
	GENERALLY ACCEPTED AND WELL-ESTABLISHED PRINCIPLES OF
	ENGINEERING RELEVANT TO THE DESIGN. THE CONSTRUCTION
	DOCUMENTS SHALL INCLUDE SUFFICIENT INFORMATION AND
	DETAIL TO ADEQUATELY DESCRIBE THE ELEMENTS OF THE
	DESIGN NECESSARY FOR THE PROPER IMPLEMENTATION OF THE
	SMOKE CONTROL SYSTEMS. THESE DOCUMENTS SHALL BE
	ACCOMPANIED BY SUFFICIENT INFORMATION AND ANALYSIS TO
	DEMONSTRATE COMPLIANCE WITH THESE PROVISIONS.

	36D ) PAGE 12 DEALS WITH THE STAIRWELL SHAFTS THAT WILL
	BE PRESSURIZED BY A FANS CONTROLLED BY A VARIABLE SPEED
	DRIVE WITH RELIEF VENTS. WILL BE REQUIRED TO BE TESTED
	IN ACCORDANCE WITH FBC-B 909.6.2./ 1008.1.2.

	37) PLEASE PROVIDE CODE COMPLIANCE WITH: 2010 FBC-B [F]
	914.2 EQUIPMENT ROOM IDENTIFICATION.
	FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN
	APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR
	AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES
	OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL
	ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE
	DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE
	PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE
	CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED
	AND READILY VISIBLE.

	38) EMERGENCY RESPONDER RADIO COVERAGE SHALL BE
	PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE THE FLORIDA
	FIRE PREVENTION CODE.

	39) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B [F]
	911.1.5 REQUIRED FEATURES. THE FIRE COMMAND CENTER
	SHALL COMPLY WITH NFPA 72 AND SHALL CONTAIN THE
	FOLLOWING FEATURES: 1-17.

	40) THE SUBMITTED DOCUMENTS FOR 1ST REVIEW DID NOT
	PROVIDE DOCUMENTS FOR THE ENERGY CODE FOR COMPLIANCE.
	SEE 2010 FBC-ENERGY 103.2.1 & 103.2.3.1.2.

	A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
	COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
	THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2014-06-17			Cont ID
Sent By	jwitmer			Date	2014-06-17	Time	17:56	Rev Time	0.00
Received By	jwitmer			Date	2014-06-04	Time	10:14	Sent To

Notes

2014-06-05 06:31:33	BUILDING PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	1ST REVIEW
	DATE: TUESDAY JUNE 17TH/ 2014

	ACTION: DENIED

	1) THE PERMIT DESCRIPTION LISTED ABOVE TO BUILD THE
	HOTEL, POOL, POOL DECK & AMENITIES IS A INCLUSIVE
	PACKAGE WITHIN THE SUBMITTED PLANS. THERE ARE CIVIL,
	SITE, LANDSCAPING, IRRIGATION, GREASE INTERCEPTORS,
	FUEL GAS, GENERATOR, FIRE SPRINKLER, FIRE ALARM,
	LOWVOLTAGE, AWNINGS AND SIGNAGE PLANS WITHIN THE
	SUBMITTED DOCUMENTS.
	THESE TYPE OF ACTIVITIES REQUIRE A SEPARATE PERMIT
	APPLICATION, REVIEW AND ASSOCIATED FEES. PLEASE BACK
	OUT THE VALUE OF WORK TO BE COMPLETED UNDER EACH OF
	THESE PERMITS SO THE BUILDING DEPARTMENT DOES NOT
	CHARGE YOU TWICE FOR THESE SERVICES. 2010 WEST PALM
	BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
	1, ADMINISTRATION 105.1 PERMITS

	2) THE APPLIED VALUE OF THE HOTEL IS VALUED AT
	$35,000,000.00. THE CALCULATED VALUE OF THE PROJECT IS
	$55,930,374.00 (312,216 SQ FT X $179.14 BUILDING ONLY,
	NO SITE DEVELOPMENT) USING THE ICC BUILDING VALUATION
	DATA FOR BOTH AUGUST 2013 & FEB, 2014. W P B
	ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT FEES. ON
	BUILDINGS, STRUCTURES, ELECTRICAL, GAS, MECHANICAL, AND
	PLUMBING SYSTEMS OR ALTERATIONS REQUIRING A PERMIT, A
	FEE FOR EACH PERMIT SHALL BE PAID AS REQUIRED, IN
	ACCORDANCE WITH THE SCHEDULE ESTABLISHED BY THE
	APPLICABLE GOVERNING AUTHORITY.
	IF A BUILDING BREAK OUT OF SQUARE FOOTAGE UNDER EACH
	OCCUPANCY CLASSIFICATION THIS NUMBER WOUD DROP SOME
	WHAT, THIS WAS UNOT COMPLETED UNDER THE OCCUPANCY
	CLASSIFICATION, PROBANLY BECAUSE OF UNLIMITED AREA FOR
	A TYPE 1A BUILDING TYPE.

	108.3* BUILDING PERMIT VALUATION.
	IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
	CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
	ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
	APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
	PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
	VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
	REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
	SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
	STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
	FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
	BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
	COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
	VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
	DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
	(MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
	FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
	CONGRESS.

	3) 0210-A2.00:

	3A) HEADING: PROJECT NAME LIST THE ADDRESS FORTHIS
	PROJECT AS 901 FLORIDA AVENUE, PLEASE UPDATE THE
	ADDRESS FOR THIS SITE TO 600 OKEECHOBEE BLVD. WEST PALM
	BEACH, FL. (PALM BEACH COUNTY).

	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION, 107.2.1. CONSTRUCTION
	DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE
	THE LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED
	AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
	PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
	RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
	OFFICIAL. 2010 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW
	AND EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
	ADDRESS NUMBERS OR LETTERS.

	3B) HEADING: APPLICABLE CODES LIST THE (4) FLORIDA
	BUILDING CODE-TEST PROTOCOLS FOR HIGH VELOCITY
	HURRICANE ZONES- 2010 EDITION PLEASE NOTE THIS PORTION
	OF THE CODE IS FOR BROWARD AND MIAMI-DADE COUNTIES. THE
	ONLY REASON WE MAY LOOK AT THIS CODE IS IF A MIAMI-DADE
	NOA NOTICE OF ACCEPTANCE REPORT IS SUBMITTED, THE
	PRESCRIPTIVE REQUIREMENTS OF THIS CODE HAVE NOT AND CAN
	NOT BE USED IN THIS JURISDICTION.

	3C) HEADING CONSTRUCTION TYPE: LIST THE CODE SECTION
	FOR OPEN PARIKNG GARAGES FBC 406.3.5 OPEN PARKING
	GARAGES, PLEASE NOTE THE OPEN PARKING GARAGE IS ON
	ANOTHER PROPERTY, WITH A SEPARATE ADDRESS. THIS
	STRUCTURE WILL REQUIRE A SEPARATE PERMIT, REVIEW AND
	ASSOCIATED FEES, FOR RECORD RECORDING PURPOSES. 2010
	WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION, 105.1 PERMIT REQUIRED.

	3D) THE FIRE RESISTANCE REQUIREMENTS- WALLS DOES NOT
	PROVIDE THE RATING OF THE R-1 TENANT WALLS FOUND IN
	SECTION 2010 FBC-B 439.2 FIRE PARTITIONS.

	PLEASE PROVIDE THE ACTUAL SQUARE FOOTAGE OF THE
	BUILDING FOOT PRINT AS WELL AS THE SQUARE FOOTAGE FOR
	THE TOWER AND THE TOTAL OVER ALL SQUARE FOOTAGE UNDER
	ROOF, THESE ARE REQUIREMENTS FOR RECORD KEEPING AND
	PRINTING OF CERTIFICATE OF OCCUPANCY. 107.2.1.3.
	ADDITIONAL INFORMATION IS REQUIRED.

	3E) SHEET A2.00 WHILE THIS SHEET PROVIDES TABLES FOR
	OCCUPANCY CLASSIFICATION & OCCUPANT LOAD FACTORS THE
	LIFR SAFETY SHEET DOES NOT PROVIDE OCCUPANT LOADS PER
	FLOOR OR FOR THE TOTAL BUILDING. 2010 FBC-B 1004.1
	DESIGN OCCUPANT LOAD.

	4) 0211-A2.01/ BASEMENT LEVEL:

	4A) THE SERVICE COORIDOR B000 IN FRONT OF THE HOUSEMANS
	STORAGE AND HOUSE KEEPING LAUNDRY IT APPEARS THERE IS
	STORAGE CABINETS BEING STORED WITHIN THE CORRIDOR?
	PLEASE EXPLAIN THE USAGE OF THIS AREA? 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	4B) THE 2 ROOMS TO THE LEFT OF STORAGE ROOM B005 DO NOT
	PROVIDE IDENTIFICATION, OR USAGE BUT INDICATE A 2 HR
	FIRE RATING PLEASE IDENTIFY ROOMS AND OCCUPANCY. FBC-B
	TABLE 508.4.

	5) 0212-A2.02/ LEVEL 0100

	5A) IN THE LAST MEETING ALOT OF DISCUSSION TOOK PLACE
	ABOUT THE CONNECTOR BETWEEN THE CONVENTION CENTER AND
	THE HOTEL PROPERTY. ONE TOPIC WAS A DELUGE SYSTEM
	REQUIRED FOR THE GLAZING. 3104.5 REQUIRES A 2 HR
	SEPARATION, WALKWAYS SHALL BE SEPARATED FROM THE
	INTERIOR OF THE BUILDING BY NOT LESS THAN 2 HOURS.
	THERE ARE 4 EXCEPTIONS TO THE CODE. THERE ARE 4
	EXCEPTIONS TO THIS REQUIREMENT.
	WITHIN EXCEPTION # 1 THERE IS 3 COMPONENTS:
	1). THE THE WALL IS CAPABLE OF RESISTING THE PASSAGE OF
	SMOKE OR IS CONSTRUCTED OF A TEMPERED, WIRED OR
	LAMINATED GLASS WALL AND DOORS SUBJECT TO THE
	FOLLOWING:
	1.1. THE WALL OR GLASS SEPARATING THE INTERIOR OF THE
	BUILDING FROM THE PEDESTRIAN WALKWAY SHALL BE PROTECTED
	BY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
	SECTION 903.3.1.1 AND THE SPRINKLER SYSTEM SHALL
	COMPLETELY WET THE ENTIRE SURFACE OF INTERIOR SIDES OF
	THE WALL OR GLASS WHEN ACTUATED;
	1.2. THE GLASS SHALL BE IN A GASKETED FRAME AND
	INSTALLED IN SUCH A MANNER THAT THE FRAMING SYSTEM WILL
	DEFLECT WITHOUT BREAKING (LOADING) THE GLASS BEFORE THE
	SPRINKLER OPERATES; AND
	1.3. OBSTRUCTIONS SHALL NOT BE INSTALLED BETWEEN THE
	SPRINKLER HEADS AND THE WALL OR GLASS.

	THE ISSUE WITH THIS EXCEPTION STATES THE INTERIOR SIDE
	OF THE GLASS SHALL BE PROTECTED WITH A SPRINKLER, WHEN
	THE DOORS ARE OPEN THEY WILL NOT BE PROTECTED.

	5B) ON THE EMERGENCY EXITING SIDE OF THE CONNECTOR THE
	PLANS STATE THAT THE DOORWAY WILL ACCEPT 640 OCCUPANTS.
	PLEASE REVIEW THE DOORWAY LEADING FROM THE JR.
	BALLROOMS WITH A OCCUPANT LOAD OF 320 OCCUPANTS, THE
	LEFT HAND DOOR BLOCKS ONE OF THE 4 EXIT DOORWAYS
	REDUCING THE CLEAR WIDTH OF THE OPENING. THE OTHER
	ISSUE WITH THIS CONFIGURATION IS THE SAME DOUBLE DOORS
	LEADING FROM THE JR BALLROOMS, THE RIGHT HAND DOOR IS
	PARTIALLY BLOCKED BY THE LEADING EDGE OF THE INSWING
	DOOR, THERE IS ONLY A FOOT UNTIL THIS DOOR SWING
	BECOMES AN OBSTRUCTION AGAIN DECREASING THE ABILITY TO
	GET THE DECLARED OCCUPANT LOAD OUT THIS EXIT THE ACTUAL
	OCCUPANT ACCESS LOADS ARE SKEWED. 2010 FBC-B 1005.1.,
	1005.2 & FBC-B 1008.1.1.1.

	5C) PLEASE PROVIDE IF THE LULA LIFT IS ON STANDBY
	POWER? IF THE 3 HOUR FIRE DOOR IS ACTIVATED BY THE FIRE
	ALARM AND IS CLOSED WILL A OCCUPANT IN THE LULA LIFT IF
	LOCATED ON THE LOWER LEVEL BE ABLE TO OPERATE THE LIFT
	TO THE UPPER LANDING TO BE ABLE TO ESCAPE FROM THE
	BUILDING? FBC-B 403.4.7.2 (3) DOES NOT SAY ANYTHING
	ABOUT LIFTS.
	[F] 403.4.7.2 STANDBY POWER LOADS.
	THE FOLLOWING ARE CLASSIFIED AS STANDBY POWER LOADS: 3.
	STANDBY POWER SHALL BE PROVIDED FOR ELEVATORS IN
	ACCORDANCE WITH SECTIONS 1006.2.4, 3003, 3007 AND 3008.

	5D) WHAT APPEARS TO BE THE MENS RESTROOM, NOT LABELED,
	BY THE WOMENS RESTROOM # 116 THIS RESTROOM HAS 4
	QUESTION MARKS WITHIN THE RESTROOM.
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.

	5E) THE LAST MEETING THERE WAS DISCUSSION ABOUT THE
	RATING OF THE COORIDOR IN FRONT OF THE RESTARAUNT 115.
	THE CODE ALLOWS FOR 250 FEET (FBC-B TABLE 1016.1)
	BEFORE HAVING TO REACH EITHER A PROTECTED EXIT FRONT
	THE ENTRANCE OF THE BALL ROOM TO THE FRONT ENTRY THE
	TRAVEL DISTANCE IS APPROXIMATELY 237 FEET. THE OTHER
	ISSUE IS REQUIED EXIT ACCESS CORRIDORS, FBC-B 1018.1
	FOR AN ASSEMBLY OCCUPANCY IN A FIRE SPRINKLERED
	BUILDING THERE IS NO FIRE RATING REQUIRED FOR THIS
	CORRIDOR, YOU SEE THIS IN CONFIGURATION IN MALLS &
	AIRPORT CONCOURSES AND TERMINAL.

	5F) MEETING ROOM 2 & 3 WHEN COMBINED THE DIAGONAL
	DISTANCE FROM CORNER TO CORNER APPEARS TO BE 57.2 FEET
	ON THE DIAGONAL AND THE TO ENTRY DOORS ONLY BEING
	13'-0" APART CENTERLINE TO CENTER LINE NOT THE 18'-7 "
	AS INDICATED ON THE PLANS. 2010 FBC-B 1015.2.1 EXCEP #
	2.

	5G) NOT SHOWN ON THIS SHEET BUT A4.04 DOES SHOW THE
	WEST PROPERTY LINE GOING THROUGH THE CABANAS AND POOL
	ON THE WEST OF THE PROPERTY.
	UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE
	TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS
	WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'
	SHALL BE
	RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE
	RECORDED 'UNITY OF OF TITLE' DOCUMENT SO THAT FBC TABLE
	601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
	NOT APPLICABLE.
	SEE WEBSITE FOR APPLICATION:
	HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
	"APPLICATION FOR UNITY OF TITLE"
	HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
	-38-UNITYOFTITLE3.PDF

	6) 0213-A-2.03 0200 LEVEL:

	6A) SERVICE ELEVATOR LOBBY TO MAKE CHANGES AS PER THE
	LAST MEETING AS DISCUSSED.

	6B) THE MEETING ROOM # 1, BOARDROOM & MEETING ROOM # 2
	ARE TO BE REWORKED AS THE LAST MEETING ALLOWING EACH OF
	THE ADJACENT ROOMS TO BE CONSIDERED INTERVENING ROOMS
	AS PER FBC-B 1014.2 AND THE CORRIDOR DOORS THAT
	SEPARATE THE 2 STORY ATRIUM BE MOVED CLOSER IN TO THE
	ATRIUM AREA ALLOWING EGRESS FROM MEETING ROOM 1 & 2
	INTO THE RATED PORTION OF THE CORRIDOR ACCHIEVING CODE
	COMPLIANCE WITH A HYBRID TYPE OF ATRIM WALL RATED 1 HR
	AND ACHIEVING EXITING WITHOUT HAVING TO TRAVEL THROUGH
	A UNPROTECTED ATRIUM.

	7) 0214-A-2.04 / 0300 LEVEL. PLEASE REVIEW GUEST ROOM #
	346 IT APPEARS TO BE MISSING A LAVATORY. SEE DEFITITION
	OF SLEEPING ROOM.

	8)0221-A2.11 0100 LEVEL: GUEST ROOM #1046 IS A SHELL
	ROOM, PLEASE PROVIDE A OCCUPANCY TYPE AND OCCUPANCY
	LOAD FOR THIS UNIT, AS DEPICTED THIS MAY BE A ASSMBLY
	OCCUPANCY, PLEASE PROVIDE ADDITIONAL DETAILS THIS ROOM
	IS AN ADJOINING ROOM WITH SUITE # 1044 WHAT IS THE FIRE
	RATING OF THE 2 COMMUNICATING DOORS. FBC-B 302.1, TABLE
	508.4 & TABLE 715.4.

	9A) 0222-A2.12/ 1200 LEVEL ROOM 1136 THE EXECUTIVE
	LOUNGE HAS A OCCUPANT LOAD OF 96 THIS IS AN ASSEMBLY
	OCCUPANCY PLEASE PROVIDE A FURNATURE LATOUT. SHEET
	A3.00 DOES NOT INCLUDE THIS ROOM IN THE PLUMBING
	FIXTURE COUNT. DEPENDING ON THE USAGE THIS MAY BE
	CONSIDERED EIHER AN A2 OR A3, IF CONSIDERED MORE AS A
	LOUNGE A-2 THE WATER CLOSET RATIO WILL BE 1/40
	REQUIRING ADDITIONAL FIXTURES.

	9B) 0222-A2.12/ 1200 LEVEL ROOM 1136 THE EXECUTIVE
	LOUNGE, THERE IS A SMALL ROOM THAT NO INFORMATION HAS
	BEEN PROVIDED, IS THIS FOR STORAGE, BAR OR KITCHEN TO
	BE USED IN CONJUNCTION WITH THE LOUNGE? FBC-B 302.1.

	10) A201 LIFE SAFETY BASEMENT PLAN VERSES A4.00 VERSES
	DOOR SCHEDULE.

	10A) THE DOMESTIC PUMP ROOM B002 IS SHOWN TO HAVE 2 HR
	RATED WALLS WHERE AS THE DOOR SCHEDULE INDICATESS THE
	DOOR TO BE A 45 MINUTE DOOR.
	2010 FBC-B TABLE 715.4/ 2HR RATED WALLS REQUIRES 1 1/2
	HR PROTECTIVES.

	10B) THE STORE ROOM B005 IS INDICATED TO HAVE 1 HR
	WALLS WHERE AS THE DOOR SCHEDULE INDICATES DOOR B005 TO
	BE 90 MIN. FBC-B TABLE 715.4.

	10C) THE LAUNDRY ROOM WALLS ARE SHOWN AS 1 HR RATED
	WALLS WHEREAS THE DOOR SCHEDULE INDICATES B006 TO BE A
	90 MIN. DOOR. FBC-B TABLE 715.4.

	10D) ROOM B013 SOILED LINEN ROOM IS ALSO THE
	TERMINATION ROOM FOR THE LAUNDRY CHUTE THE WALLS ARE
	INDICATED TO BE ONE HOUR WHERE AS THE DOORS SHOW AS 90
	MINUTE RATED. SEE 708.11 & 708.13.4. THE LAUNDRY CHUTE
	MUST HAVE A 2 HOUR FIRE RATING AT THE END OF THE CHUTE
	TO KEEP THE 1 HR FIRE RATING OF THE ROOM AND 45 MINUTE
	OPENING PROTECTIVES. FBC-B TABLE 715.4.

	10E) STAIR # 2, DOOR # B)16A BLOCKS THE STAIRWAY, 2010
	FBC-B 1008.1.1.1 PROJECTIONS INTO THE CLEAR WIDTH.
	1008.1.6 LANDINGS AT DOORS & 1009.5 STAIRWELL LANDINGS
	BLOCKS THE REQUIRED LANDING LENGHT.

	11) A2.02 VERSES A4.01 AND DOOR SCHEDULE:

	11A) WALLS SHOWN ON A2.02 TO BE 1 HOUR FIRE RATED,
	DOORS IDENTIFIED ON A4.01 AND DOOR SCHEDULE , DOORS
	MISSING RATING IN THE DOOR SCHEDULE ARE
	DOOR 121L, DOOR 121N & DOOR 121O. FBC-B TABLE 715.4

	11B) STAIR # 6 A 2 HOUR FIRE RATING AND DOOR SCHEDULE
	MISSING 1 1/2 HR PROTECTIVE . FBC-B TABLE 715.4.

	11C) ROOM POOL STORAGE IS A 1 HR RATING , DOOR SCHEDULE
	MISSING FIRE RATING. FBC-B TABLE 715.4.

	12) A2.02 VERSES A4.02 AND DOOR SCHEDULE:

	12A) FPL VAULT 3 HR FIRE RATING THE DOOR SCHEDULE IS
	MISSING THE1 1/2 HOUR FIRE RATING PER NEC 450.21.

	13) SHEET A2.02 & A4.03, SHEET A4.03 COUNTING ROOM 112N
	TABLE IS BLOCKING THE EGRESS DOOR. 2010 FBC-B
	1008.1.1.1 PROJECTIONS INTO THE CLEAR WIDTH.

	14) SHEET A2.03 VS A4.07:

	14A) SHEET A2.03 INDICATES A 1HR FIRE RATING BETWEEN
	SLEEPING ROOMS IN ACCORDANCE WITH 709.1, PLEASE NOTE
	709.3 DOES NOT GIVE THE 1/2 HR REDUCTION IN WALL RATINS
	SINCE THIS IS A TYPE IA CONSTRUCTION. THE EXCEPTION IS
	FOR IIB, IIIB & VB CONSTRUCTION. THE COMMUNICATING
	DOORS T12 WILL REQUIRE A 3/4 HR FIRE RATED DOOR. THE
	DOOR SCHEDULE DOES NOT INDICATE ANY FIRE RATING. IF
	TRYING TO USE 2/ 20 MIN DOORS, PLEASE SHOW A TESTED
	ASSEMBLY MEETING THE 3/4 HR FIRE RATING. THIS COMMENT
	WILL STAND FOR ALL FLOORS WITH SLEEPING ROOMS WITH
	INTER-CONNECTING DOORS.

	14B) DOOR # 219 NOTE # 20 INDICATES THE USE OF A CARD
	READER TO GAIN ACCESS TO THE VERTICAL EXIT STAIRWAY.
	SHEET A2.00 DOES NOT PROVIDE THE ACTUAL OCCUPANT LOADS
	FOR ANY FLOORS PLEASE PROVIDE A MATRIX WITH OCCUPANT
	LOADS PER FLOOR. FBC-B TABLE 1021.1 ONLY REQUIRES 2
	VERTICAL EXITS IF THE OCCUPANT LOAD IS 500 OR LESS,
	REMOTENESS IS MET WITH STAIRWELL 1 &3 WITH THE
	EXCEPTION OF THE TOP 3 FLOORS THERE THE CARD READER
	WOULD NEED TO BE REMOVED. THE TOP FLOOR IS LESS THAN
	120'-0" IN HEIGHT, A FIRE SERVICE ELEVATOR (403.6.1
	REQUIRED AT 120 FT OCCUPIED FLOOR LEVEL) IS NOT
	REQUIRED, THIS STAIR AND ELEVATOR COULD BE FOR BACK OF
	HOUSE USE ONLY AND LIMITED TO EMPLOYEES ONLY. IF THE
	ELEVATORS ARE TO BE FOR THE FIREMEN THEN THE ACCESS
	CARD READERS WOULD NEED TO BE CONNECTED TO THE FIRE
	COMMAND ROOM FOR THIER USE IN CASE OF EMERGENCY.

	14C) THE OTHER ISSUE IS THE WAY THE ATRIUM WALL RATING
	IS BEING CONSIDERED AS THE 1 HOUR WALL AT THE MEETING
	ROOMS & BOARD ROOM. THE LAST MEETING IT WAS DISCUSSED
	THAT THERE WOULD BE FIRE RATED DOOR OPENINGS AT EACH
	SIDE OF THE ATRIUM AREA AND NEW COMMUNACATING DOORS
	WITHIN THE BOARDROOM AND MEETING ROOMS TO CREATE
	INTERVENING ROOMS AND A WAY FOR THE OCCUPANTS WITH THE
	BOARD & MEETING ROOMS TO EXIT INTO A EXIT ACCESS
	CORRIDOR.
	TO DO THIS WILL THERE BE EXIT DIRECTIONAL SIGNS SHOWING
	THIS AS A PART OF THE EGRESS PATH. THE OTHER QUESTION
	IS THE A3 ASSEMBLY BOARD & MEETING ROOMS WILL REQUIRE A
	INTERIOR FINISH FOR THE ROOMS AS A C AND THE CORRIDORS
	AS A B, NOW WILL THE MEETING ROOMS BE CONSIDERED
	CORRIDORS AND A B INTERIOR JUST AS THE CORRIDOR. NOTE
	THE ASSEMBLY OCCUPANCY NOW WILL BE EXITING INTO THE
	PORTION OF THE CORRIDOR FOR THE HOTEL ROOMS BUT WILL
	NEED TO MAINTAIN THE FINISH FOR CORRIDORS AS FOR A3
	OCCUPANCY A B FINISH. TABLE 803.9.

	ROOMS 201- 217 HAVE THE TWO MEANS OF EGRESS, ROOMS 235
	THRU 250 WILL BE REQUIRED TO TRAVEL THRU THE MEETING
	ROOMS TO MEET THE REQUIRED 2 MEANS OF EGRESS. FBC-B
	TABLE 1018.1 FINSHES & TABLE 1021.1 MINIMUM EXITS.

	14D) PLEASE SEE MEETING ROOM # 2 THE LOCAION OF THE ONE
	HOUR RATED WALLTHE PURPLE LINE REPRESENTING THE RATED
	WALL GOES AROUND THE DUCTWOK THAT COMES UP FROM THE 1ST
	FLOOR 48"X15", THE MECHANICAL SHEET M-1.08 DOES NOT
	SHOW A DAMPER IN IT. IT APPEARS THE FIRE RATING SHOULD
	BE ONLY BEHIND THE DUCTWORK, THEN NO DAMPER WOULD BE
	REQUIRED, 713.1.1 DUCTS AND AIR TRANSFER OPENINGS.

	15) SHEET A2.03 VS A4.08:

	15A) DETAIL 7/12.05 IS A FIRE EXTINGUISHER CABINET IN A
	FIRE RATED WALL, THE DETAILS ON 12.05 DO NOT INDICATE
	HOW THE FIRE RATINGS ARE TO BE MAINTAINED IN THE FIRE
	RATED WALLS. ON SOME OF THE DETAILS FEC RATING SHOULD
	BE SIMILAR TO WALL RATING. PLEASE PROVIDE HOW THE FIRE
	RATING WILL BE MAINTAINED.

	15B) SUITE OF ROOMS 240 & 247 DO HAVE INTERVENING ROOMS
	AND DO MEET THE COMMON PATH OF TRAVEL OF 50 FT. ALL
	SUITES WILL NEED TO MEET THE 50' COMMON PATH OF TRAVEL
	FOR A R1 OCCUPANCY. FBC-B 1014.3 ECP # 6.

	16) SHEET A4.20 SECTION THRU BUILDING A12.10 :

	16A NOTES ON THE PLANS INDICATES THE USE OF ALUMINUM
	COMPOSITE WALL PANELS, PLEASE PROVIDE DOCUMENTATION FOR
	CODE COMPLIANCE WITH: 2010 FBC-B
	1407.2 EXTERIOR WALL FINISH.
	MCM USED AS EXTERIOR WALL FINISH OR AS ELEMENTS OF
	BALCONIES AND SIMILAR PROJECTIONS AND BAY AND ORIEL
	WINDOWS TO PROVIDE CLADDING OR WEATHER RESISTANCE SHALL
	COMPLY WITH SECTIONS 1407.4 THROUGH 1407.14.

	16B) A12.10 DETAILS 1 & 8 BOTH INDICATE THE PERIMETER
	SUN SCREEN , DETAIL 3 A12.09 ALSO A CLOSE UP OF THE
	PERIMETER SUNSCREEN INDICATE THE USE OF
	STEEL EMBEDS W/ NELSON BOLTS PER THE MANUFACTURERS
	REQUIREMENTS. PLEASE PROVIDE ENGINEERING FOR THIS
	SYSTEM THAT THE DESIGN AND ATTACHMENTS WILL MEET THE
	WINDLOADS AND HEIGHT ADJUSTMENT FACTORS FOR THIS
	ELEVATION, TO BE DESIGNED TO ASCE 7-10 .1609.1.1
	DETERMINATION OF WIND LOADS.
	WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE
	DETERMINED IN ACCORDANCE WITH CHAPTERS 26 THROUGH 30 OF
	ASCE 7 OR THE PROVISIONS OF THE ALTERNATE ALL HEIGHTS
	METHOD IN SECTION 1609.6. L

	17A) SHEET # A5.00 THIS COMMENT WILL STAND FOR ALL
	FLOORS. TYPICAL STANDARD KING. THE PLANS INDICATE A
	WALL TAG 28C WITHIN THE BATHROOM THAT BACKS UP TO
	ANOTHER SLEEPING UNIT. TENANT SEPARATION WALL NOT
	RATED. FBC-B 709.1(6). THE WALL TAG 28C USES
	ABBREVIATIONS GMGB AND SAFB NOT FOUND IN THE
	ABBRREVIATIONS FOUND ON SHEET A0.02. PLEASE PROVIDE
	WHAT THIS STAND FOR? ALSO SEE COMPLIANCE WITH 2010
	FBC-B 2509.2 BASE FOR TILE.
	GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS,
	DISCRETE NONASBESTOS FIBER-CEMENT INTERIOR SUBSTRATE
	SHEETS OR NONASBESTOS FIBER-MAT REINFORCED CEMENT
	SUBSTRATE SHEETS IN COMPLIANCE WITH ASTM C 1178, C 1288
	OR C 1325 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
	RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE
	IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN
	SHOWER AREAS. WATER-RESISTANT GYPSUM BACKING BOARD
	SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET
	COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH
	GA-216 OR ASTM C 840 AND MANUFACTURER RECOMMENDATIONS.
	REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR
	WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN
	INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840.
	2509.3 LIMITATIONS. WATER-RESISTANT GYPSUM BACKING
	BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS:
	1. OVER A VAPOR RETARDER IN SHOWER OR BATHTUB
	COMPARTMENTS.
	2. WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN
	AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY.
	3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES
	(305 MM) O.C. FOR 1/2-INCH-THICK (12.7 MM)
	WATER-RESISTANT GYPSUM BACKING BOARD AND MORE THAN 16
	INCHES (406 MM) O.C. FOR 5/8-INCH-THICK (15.9 MM)
	WATER-RESISTANT GYPSUM BACKING BOARD.

	17B) TYPICAL STANDARD KING TENANT SEPERATION WALL, WALL
	TAG 5B DETAIL SHEET 11/1200 INDICATES FIRE RATING NOT
	REQUIRED. FBC-B 709.1(6).

	18) ) SHEET A5.11:
	A) SHEET A5.11 VERSES A2.02 SEE WALL RATINGS OF 1 HOUR
	WALL TAGS 7, 5C & 13 DO NOT SHOW THE 1 HOUR FIRE RATING
	THAT THE LIFE SAFETY PLANS INDICATE.

	B) SHEET A5.11 0100 LEVEL BOH RESTROOM PLANS DOES NOT
	MATCH UP WITH A2.02. WALL TYPE IDENTIFIED AS WALL TAG
	10A IS INDICATED AS A 2 HR WALL THIS WALL IS A COMMON
	WALL TO THE FPL VAULT A 3 HR RATED WALL. WALL TAG 3B IS
	INDICATED AS NOT RATED BY WALL TAG, A2.02 THE LIFE
	SAFETY PLANS INDICATES THIS WALL TO BE A 1 HOUR FIRE
	RATED WALL. 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED, DISCREPANCY IN PLANS.

	C)SHEET A5.11 0100 LEVEL BOH RESTROOM PLANS DOES NOT
	MATCH UP WITH A2.02. WALL TYPE IDENTIFIED AS WALL TAG
	3B IS INDICATED AS A NON-RATED WALL A2.02 LIFE SAFETY
	SHEET A 1 HOUR RATED WALL. 107.2.1.3 DISCREPANCY IN
	PLANS. ADDITIONAL INFORMATION IS REQUIRED.

	19) SHEET A5.12 :
	A) WALL TAGS 5A COMMON TO RESTROOM 124 AND PRE-FUNCTION
	AREA ARE INDICATED NOT TO BE FIRE RATED WHERE AS A2.02
	LIFE SAFETY SHEET INDICATES THEM TO BE A 1 HOUR FIRE
	RATING. 107.2.1.3 DISCREPANCY IN PLANS. ADDITIONAL
	INFORMATION IS REQUIRED.

	B) POOL STORAGE ROOM 126, MISSING WALL TAG FOR THE
	COMMON WALL WITH MENS RESTROOM 125, LIFE SAFETY SHOW
	THE BLOCKWALL A 2 HR FIRE RATED WALL. 107.2.1.3
	DISCREPANCY IN PLANS. ADDITIONAL INFORMATION IS
	REQUIRED.

	C) ) POOL STORAGE ROOM 126, MISSING WALL TAG FOR THE
	COMMON WALL WITH MENS RESTROOM 125, LIFE SAFETY SHOW
	THE BLOCKWALL A 2 HR FIRE RATED WALL. 107.2.1.3
	DISCREPANCY IN PLANS. ADDITIONAL INFORMATION IS
	REQUIRED.

	20) SHEET A5.15:
	A) ADMINISTRATIVE OFFICES WALL IDENTIFICATION TAGS LIFE
	SAFETY SHEET INDICATES THIS TO BE A 1 HOUR FIRE RATING
	WHERE AS THE WALL IDENTIFICATION TAGS INDICATE A 2 HR.
	107.2.1.3.DISCREPANCY. ADDITIONAL INFORMATION IS
	REQUIRED.

	B) SHEET A5.15 COMMON WALL OF SERVICE CORRIDOR AND
	PAYMASTER AT WATER FOUNTAINS WALL IDENTIFICATION TAG
	28C. THIS WALL TAG INDICATES THIS A NON-FIRE RATED WALL
	WHERE AS THE LIFE SAFETY PLAN SHOW THE ONE HOUR FIRE
	RATING GOING THROUGH BEHIND THE WATER FOUNTAINS.
	107.2.1.3.DISCREPANCY. ADDITIONAL INFORMATION IS
	REQUIRED.

	21) SHEET A5.16 DOCK OFFICE WALL IDENTIFICATION TAGS 4A
	& 2A BOTH INDICATE A 1 HOUR FIRERATING WHERE AS THE
	LIFE SAFETY PLAN INDICATES THESE WALLS AS 2 HR FIRE
	RATING. WINDOW IN A 2 HR RATED WALL 1 1/2 HOUR
	PROTECTIVE. 107.2.1.3.DISCREPANCY. ADDITIONAL
	INFORMATION IS REQUIRED.

	22) SHEET A5.17:
	A) THE FPL VAULT SWITH ROOMS DO NOT HAVE WALL
	IDENTIFICATION TAGS, NOR DOES THE 2 SWITCH ROOMS HAVE
	ROOM IDENTIFICATION NUMBERS.
	107.2.1.3.DISCREPANCY. ADDITIONAL INFORMATION IS
	REQUIRED. SEE LIFE SAFETY PLAN FOR WALL FIRE RATING.

	B) NEITHER THE LIFE SAFETY PLAN NOR A5.17 PROVIDE
	WHATTHE REQUIRED FIRE RATING OF THE FPL VAULT CEILING
	IS? SEE A2.00 FPL TRANSFORMER VAULT 2008 NEC 450.21.

	C) SHEET A5.17 FPL VAULT DOOR # 143 DOOR HARDWARE
	SCHEDULE UPDATE HARDWARE SEE SECTION FBC-B 1008.1.10
	PANIC AND FIRE EXIT HARDWARE. ELECTRICAL ROOMS WITH
	EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER 6 FEET
	(1829 MM) WIDE THAT CONTAIN OVERCURRENT DEVICES,
	SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT OR EXIT
	ACCESS DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE OR
	FIRE EXIT HARDWARE. THE DOORS SHALL SWING IN THE
	DIRECTION OF EGRESS TRAVEL.

	23) A5.18:
	WALL IDENTIFICATION TAGS ARE MISSING AND IDENTIFICATION
	OF FIRE RATED WALLS. ADDITIONAL INFORMATION IS
	REQUIRED. SEE LIFE SAFETY PLAN FOR WALL FIRE RATING
	DISCREPANCY IN PLANS. 107.2.1.3.

	24) A7.03, A7.05 & A7.10 THE STAIR FLOOR PLANS DO NOT
	INDICATE THE REQUIRED STANDPIPES 2010 FBC-B 905.3. [F]
	403.3.1.1 RISER LOCATION.
	SPRINKLER RISERS SHALL BE PLACED IN EXIT ENCLOSURES
	THAT ARE REMOTELY LOCATED IN ACCORDANCE WITH SECTION
	1015.2.


	25) SHEET A7.15 THE LINEN CHUTE DETAIL AT THE 12TH
	FLOOR THE 2 HOUR RATED SHAFT STOPS SHORT OF THE ROOF
	DECK, YET THE LAUNDRY CHUTE CONTINUES THROUGH THE ROOF.
	708.12 ENCLOSURE AT THE TOP. A SHAFT ENCLOSURE THAT
	DOES NOT EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING,
	DECK OR SLAB OF THE BUILDING SHALL BE ENCLOSED AT THE
	TOP WITH CONSTRUCTION OF THE SAME FIRE-RESISTANCE
	RATING AS THE TOPMOST FLOOR PENETRATED BY THE SHAFT,
	BUT NOT LESS THAN THE FIRE-RESISTANCE RATING REQUIRED
	FOR THE SHAFT ENCLOSURE.

	26) SHEET A2.10 SHOWS THE LAUNDRY CHUTE LOCATED ON THE
	GRID LINES X.1 JUST NORTH & Y.2 CENTERED ON THE GRID
	LINE WHICH IS LOCATED IN THE MAIDS ROOM.
	FLOORS 10-12 SEE SHEET A2.11 THE LAUBDRY CHUTE IS
	OFFSET TO THE NORTHEAST OR TO THE EAST OF GRID LINE Y.2
	. THE PLANS SHOW THE ACCESS TO THE ACCESS CHUTE DOOR
	LOCATED WITH THE CORRADOR. PLEASE CONFORM WITH:

	2010 FBC-B 708.13.3 REFUSE AND LAUNDRY CHUTE ACCESS
	ROOMS.
	ACCESS OPENINGS FOR REFUSE AND LAUNDRY CHUTES SHALL BE
	LOCATED IN ROOMS OR COMPARTMENTS ENCLOSED BY NOT LESS
	THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE
	WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED
	IN ACCORDANCE WITH SECTION 712, OR BOTH. OPENINGS INTO
	THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING
	PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS
	THAN 3/4 HOUR. DOORS SHALL BE SELF- OR
	AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE IN
	ACCORDANCE WITH SECTION 715.4.8.3.

	27) SHEET A7.15 THE LINEN CHUTE DETAILS DO NOT MENTION
	THE REQUIREMENT OR ANY ALLOWANCES FOR FIRE SPRINKLERS
	IN THE LINEN CHUTE. THE FIRE SPRINKLER SHEETS ONLY
	PROVIDE A DEAIL ON FP0.01 INDICATING SERVICE CHUTE
	DETAIL.
	708.13.6 AUTOMATIC SPRINKLER SYSTEM.
	AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE
	INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2 F]
	903.2.11.2 RUBBISH AND LINEN CHUTES.
	AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE
	TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL
	ROOMS. CHUTES EXTENDING THROUGH THREE OR MORE FLOORS
	SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED WITHIN
	SUCH CHUTES AT ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL
	BE ACCESSIBLE FOR SERVICING.

	THE LAUNDRY CHUTE DETAIL SHEET ALSO DOESN'T MAKE
	REFERANCE TO THE REQUIREMENT FOR CHUTE SPRINKLERS SHALL
	BE ACCESSIBLE FOR SERVICING.

	28A) SHEET A7.03, A7.07 & A7.10 THE STAIR PLANS AND
	NOTES DO NOT INDICATE COMPLIANCE WITH 2010 FBC-B
	403.5.5 AND SECION 1024 LUMINOUS EGRESS PATH MARKINGS.

	28B) THESE SHEETS ALSO ARE MISSING COMPLIANCE WITH
	403.5.3.1 STAIRWAY COMMUNICATION SYSTEMS.

	29) SHEET A12.20 DETAILS 4A & 4B SHOW THE USE OF PIING
	PILE CAPS AND GRADE BEAMS, AREN'T THE PILES BEING
	ELIMINATED? 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	30) SHEET A12.22 DETAIL # 1 SPRAY APPLIED
	FIRE-RESISTANCE MATERIALS INDICATES SEE DETAIL ON
	A12.04 SPRAY APPLIED RESISTIVE MATERIAL. PLEASE PROVIDE
	COMPLIANCE WITH FBC-B 403.2.4 SPRAYED FIRE-RESISTANT
	MATERIALS (SFRM).
	THE BOND STRENGTH OF THE SFRM INSTALLED THROUGHOUT THE
	BUILDING SHALL BE IN ACCORDANCE WITH TABLE
	403.2.4.HEIGHT OF BUILDING (A FOOTNOTE)
	SFRM MINIMUM BOND STRENGTH UP TO 420 FEET 430 PSF (A)
	ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE
	ACCESS.

	31) SHEET A12.09.2 ALUMINUM FRAMED GLASS CANOPY DETAILS
	PLEASE PROVIDE COMPLIANCE WITH GLAZING REQUIREMENTS
	FOUND UNDER THE 2010 FBC-B
	2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS.
	SLOPED GLAZING SHALL BE ANY OF THE FOLLOWING MATERIALS,
	SUBJECT TO THE LISTED LIMITATIONS.
	1. FOR MONOLITHIC GLAZING SYSTEMS, THE GLAZING MATERIAL
	OF THE SINGLE LIGHT OR LAYER SHALL BE LAMINATED GLASS
	WITH A MINIMUM 30-MIL (0.76 MM) POLYVINYL BUTYRAL (OR
	EQUIVALENT) INTERLAYER, WIRED GLASS, LIGHT-TRANSMITTING
	PLASTIC MATERIALS MEETING THE REQUIREMENTS OF SECTION
	2607, HEAT-STRENGTHENED GLASS OR FULLY TEMPERED GLASS.
	2. FOR MULTIPLE-LAYER GLAZING SYSTEMS, EACH LIGHT OR
	LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS
	SPECIFIED IN ITEM 1 ABOVE.
	ANNEALED GLASS IS PERMITTED TO BE USED AS SPECIFIED
	WITHIN EXCEPTIONS 2 AND 3 OF SECTION 2405.3.
	FOR ADDITIONAL REQUIREMENTS FOR PLASTIC SKYLIGHTS, SEE
	SECTION 2610. GLASS-BLOCK CONSTRUCTION SHALL CONFORM TO
	THE REQUIREMENTS OF SECTION 2101.2.5.

	32)) SHEET A5.04 PLEASE REVIEW THE HOSPITALITY SUITES
	DETAIL 1 & 2 NEITHER OF THESE SUITES SHOW UP ON THE
	FLORIDA ACCESSIBLITY ROOM MATRIX. PLEASE REVIEW 2010 FL
	ACCESSIBILITY SECTION 224.5 THESE UNITS DO HAVE
	KITCHENS IN THEM WHERE AS NONE OF THE OTHER UNITS IN
	THE MATRIX INDICATE SUITES WITH KITCHENS NOR ARE THE
	BATHROOMS ACCESSIBLE.

	33) SHEET S0.00 THE WIND DESIGN CRITERIA IS SHOWN IN
	VULT, PLEASE PROVIDE THE PRESSURES IN VASD SINCE ALL
	PRODUCT APPROVALS ARE PRINTED IN VASD.
	TABLE 1609.3. IS THIS PROJECT GOING TO DO WIND TUNNEL
	TESTING TO REDUCE PRESSURES?

	34) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
	1609.6.4.41 COMPONENTS & CLADDING.
	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	35) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
	PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
	SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
	DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..

	36) SHEET M5.1 SMOKE CONTROL NOTES UNDER THE HEADING
	GENERAL , SMOKE CONTROL NOTES AND SMOKE CONTROL
	SEQUENCE THE NOTES DO NOT MAKE IT CLEAR HOW THE SMOKE
	CONTROL SYSTEM IS TO OPERATE.
	2010 FBC-B 03.4.6 SMOKE REMOVAL.SMOKE CONTROL SHALL BE
	PROVIDED IN ACCORDANCE WITH SECTION 909. SECTION 909
	PROVIDES VARIOUS METHODS OF COMPLYING WITH SMOKE
	CONTROL:
	909.6 PRESSURIZATION METHOD.
	909.7 AIRFLOW DESIGN METHOD.
	909.8 EXHAUST METHOD.
	909.9 DESIGN FIRE.

	[F] 909.2 GENERAL DESIGN REQUIREMENTS.
	BUILDINGS, STRUCTURES OR PARTS THEREOF REQUIRED BY THIS
	CODE TO HAVE A SMOKE CONTROL SYSTEM OR SYSTEMS SHALL
	HAVE SUCH SYSTEMS DESIGNED IN ACCORDANCE WITH THE
	APPLICABLE REQUIREMENTS OF SECTION 909 AND THE
	GENERALLY ACCEPTED AND WELL-ESTABLISHED PRINCIPLES OF
	ENGINEERING RELEVANT TO THE DESIGN. THE CONSTRUCTION
	DOCUMENTS SHALL INCLUDE SUFFICIENT INFORMATION AND
	DETAIL TO ADEQUATELY DESCRIBE THE ELEMENTS OF THE
	DESIGN NECESSARY FOR THE PROPER IMPLEMENTATION OF THE
	SMOKE CONTROL SYSTEMS. THESE DOCUMENTS SHALL BE
	ACCOMPANIED BY SUFFICIENT INFORMATION AND ANALYSIS TO
	DEMONSTRATE COMPLIANCE WITH THESE PROVISIONS.

	[F] 909.3 SPECIAL INSPECTION AND TEST REQUIREMENTS.
	IN ADDITION TO THE ORDINARY INSPECTION AND TEST
	REQUIREMENTS WHICH BUILDINGS, STRUCTURES AND PARTS
	THEREOF ARE REQUIRED TO UNDERGO, SMOKE CONTROL SYSTEMS
	SUBJECT TO THE PROVISIONS OF SECTION 909 SHALL UNDERGO
	SPECIAL INSPECTIONS AND TESTS SUFFICIENT TO VERIFY THE
	PROPER COMMISSIONING OF THE SMOKE CONTROL DESIGN IN ITS
	FINAL INSTALLED CONDITION. THE DESIGN SUBMISSION
	ACCOMPANYING THE CONSTRUCTION DOCUMENTS SHALL CLEARLY
	DETAIL PROCEDURES AND METHODS TO BE USED AND THE ITEMS
	SUBJECT TO SUCH INSPECTIONS AND TESTS. SUCH
	COMMISSIONING SHALL BE IN ACCORDANCE WITH GENERALLY
	ACCEPTED ENGINEERING PRACTICE AND, WHERE POSSIBLE,
	BASED ON PUBLISHED STANDARDS FOR THE PARTICULAR TESTING
	INVOLVED.

	[F] 909.4 ANALYSIS.
	A RATIONAL ANALYSIS SUPPORTING THE TYPES OF SMOKE
	CONTROL SYSTEMS TO BE EMPLOYED, THEIR METHODS OF
	OPERATION, THE SYSTEMS SUPPORTING THEM AND THE METHODS
	OF CONSTRUCTION TO BE UTILIZED SHALL ACCOMPANY THE
	SUBMITTED CONSTRUCTION DOCUMENTS AND SHALL INCLUDE, BUT
	NOT BE LIMITED TO, THE ITEMS INDICATED IN SECTIONS
	909.4.1 THROUGH 909.4.6.

	37) PLEASE PROVIDE CODE COMPLIANCE WITH: 2010 FBC-B [F]
	914.2 EQUIPMENT ROOM IDENTIFICATION.
	FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN
	APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR
	AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES
	OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL
	ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE
	DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE
	PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE
	CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED
	AND READILY VISIBLE.

	38) EMERGENCY RESPONDER RADIO COVERAGE SHALL BE
	PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE THE FLORIDA
	FIRE PREVENTION CODE.

	39) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B [F]
	911.1.5 REQUIRED FEATURES. THE FIRE COMMAND CENTER
	SHALL COMPLY WITH NFPA 72 AND SHALL CONTAIN THE
	FOLLOWING FEATURES: 1-17.

	40) THE SUBMITTED DOCUMENTS FOR 1ST REVIEW DID NOT
	PROVIDE DOCUMENTS FOR THE ENERGY CODE FOR COMPLIANCE.
	SEE 2010 FBC-ENERGY 103.2.1 & 103.2.3.1.2.

	A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
	COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
	THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

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

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

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

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2014-08-20			Cont ID
Sent By	dhayes			Date	2014-08-20	Time	16:26	Rev Time	0.00
Received By	dhayes			Date	2014-08-13	Time	16:22	Sent To

Notes

2014-08-15 12:48:02	DATE: 8/15/2014
	PROJECT: WPB HILTON CONVENTION CENTER HOTEL
	PERMIT#: 14050111
	CODE: 2008 EDITION OF THE NEC
	2010 EDITION OF THE FBC
	2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
	ADMINISTRATION, 2012 FBC SUPPLEMENTS.

	2ND ELECTRICAL PLAN REVIEW
	ACTION: PROVISO

	1) SHEET E1-01
	A. ELECTRICAL RM, FIRE PUMP RM, ELEVATOR EQUIPMENT ROOM
	MECHANICAL RM AND SIMILAR ROOMS, SHOULD NOT HAVE AN OS
	SWITCH DUE TO FBC 505.2.2 EXCEPTION #4 SPACES WHERE AN
	AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT SAFETY OR
	SECURITY.

	2) SHEET E1.09
	A. 680.10 UNDERGROUND WIRING LOCATION. UNDERGROUND
	WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN
	THE AREA EXTENDING 1.5 M (5 FT) HORIZONTALLY FROM THE
	INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY
	TO SUPPLY POOL EQUIPMENT PERMITTED BY THIS ARTICLE.
	WHERE SPACE LIMITATIONS PREVENT WIRING FROM BEING
	ROUTED A DISTANCE 1.5 M (5 FT) OR MORE FROM THE POOL,
	SUCH WIRING SHALL BE PERMITTED WHERE INSTALLED IN
	COMPLETE RACEWAY SYSTEMS OF RIGID METAL CONDUIT,
	INTERMEDIATE METAL CONDUIT, OR A NONMETALLIC RACEWAY
	SYSTEM. ALL METAL CONDUIT SHALL BE CORROSION RESISTANT
	AND SUITABLE FOR THE LOCATION. THE MINIMUM COVER DEPTH
	SHALL BE AS GIVEN IN TABLE 680.10.
	B. 680.22 (5)(C)(1) MEASUREMENTS. IN DETERMINING THE
	DIMENSIONS IN THIS SECTION ADDRESSING RECEPTACLE
	SPACING THE DISTANCE TO BE MEASURED SHALL BE THE
	SHORTEST PATH THE SUPPLY CORD OF AN APPLIANCE CONNECTED
	TO THE RECEPTACLE WOULD FOLLOW WITHOUT PIERCING A
	FLOOR, WALL, CEILING, DOORWAY WITH HINGED OR SLIDING
	DOOR, WINDOW OPENING, OR OTHER EFFECTIVE PERMANENT
	BARRIER.
	(C) LUMINAIRES, LIGHTING OUTLETS, AND CEILING-SUSPENDED
	(PADDLE) FANS.
	(1) NEW OUTDOOR INSTALLATION CLEARANCES. IN OUTDOOR
	POOL AREAS, LUMINAIRES, LIGHTING OUTLETS, AND CEILING
	SUSPENDED (PADDLE) FANS INSTALLED ABOVE THE POOL OR THE
	AREA EXTENDING 1.5 M (5 FT) HORIZONTALLY FROM THE
	INSIDE WALLS OF THE POOL SHALL BE INSTALLED AT A HEIGHT
	NOT LESS THAN 3.7 M (12 FT) ABOVE THE MAXIMUM WATER
	LEVEL OF THE POOL.

	3) SHEET E4.01
	A. PROVIDE SAFETY LABELING FOR ARC FLASH PROTECTION FOR
	THE PANEL BOARDS AND MAIN DISCONNECTING MEANS. NEC
	110.16, 110.22
	B. IDENTIFY ALL SWITCHGEAR. SEE NEC 110.22
	IDENTIFICATION OF DISCONNECTING MEANS. AND 240.86(A)
	(A) GENERAL. EACH DISCONNECTING MEANS SHALL BE LEGIBLY
	MARKED TO INDICATE ITS PURPOSE UNLESS LOCATED AND
	ARRANGED SO THE PURPOSE IS EVIDENT. THE MARKING SHALL
	BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
	ENVIRONMENT INVOLVED.
	(B) NEC 230.95 GROUNDFAULT PROTECTION OF EQUIPMENT
	SHALL BE PROVIDED FOR SOLIDLY GROUNDED WYE ELECTRIC
	SERVICES OF MORE THAN 150 VOLTS TO GROUND BUT NOT
	EXCEEDING 600 VOLTS PHASE-TO-PHASE FOR EACH SERVICE
	DISCONNECT RATED 1000 AMPERES OR MORE.
	(C) NEC 230.95 (C) THE GROUND-FAULT PROTECTION SYSTEM
	SHALL BE PERFORMANCE TESTED WHEN FIRST INSTALLED ON
	SITE. THE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH
	INSTRUCTIONS THAT SHALL BE PROVIDED WITH THE EQUIPMENT.
	A WRITTEN RECORD OF THIS TEST SHALL BE MADE AND SHALL
	BE AVAILABLE TO THE AUTHORITY HAVING JURISDICTION.
	(D) ENGINEERED SERIES COMBINATION SYSTEMS.
	NEC 240.86 SERIES RATINGS. WHERE A CIRCUIT BREAKER IS
	USED ON A CIRCUIT HAVING AN AVAILABLE FAULT CURRENT
	HIGHER THAN THE MARKED INTERRUPTING RATING BY BEING
	CONNECTED ON THE LOAD SIDE OF AN ACCEPTABLE OVERCURRENT
	PROTECTIVE DEVICE HAVING A HIGHER RATING, THE CIRCUIT
	BREAKER SHALL MEET THE REQUIREMENTS SPECIFIED IN (A) OR
	(B), AND (C)
	C. PROVIDE VERIFICATION ON THE PLANS THAT THE FIRE PUMP
	FEEDERS, CIRCUIT CONDUCTORS, GENERATOR CONTROL WIRING
	AND PUMP WIRING ARE APPROPRIATELY FIRE PROTECTED.
	INDICATE THE FIRE RATING AND MATERIAL REQUIRED. NEC
	695.6, 695.14
	D. VERIFY THE FIRE PUMP FEEDERS ARE SIZED WITH A RATING
	NOT LESS THAN 125% OF THE SUM OF THE FIRE PUMP MOTOR,
	PRESSURE MAINTENANCE MOTORS AND 100 PERCENT OF THE
	ACCESSORIES. VERIFY THE MAXIMUM VOLTAGE DROP IS NOT
	MORE THAN 15 % BELOW NORMAL STARTING AND 5% BELOW WHEN
	THE MOTOR IS OPERATING AT 115% OF THE FULL ?LOAD
	CURRENT RATING. NEC 695.6, 695.7
	INDICATE THAT ALL WIRING FOR EMERGENCY LOADS WILL BE
	IDENTIFIED WITH PERMANENT MARKINGS AND KEPT ENTIRELY
	INDEPENDENT OF ALL OTHER WIRING AND EQUIPMENT. NEC
	700.9
	E. PROVIDE SIGNS AT THE SERVICE INDICATING THE TYPE AND
	LOCATION OF THE ON SITE EMERGENCY POWER SOURCE. NEC
	700.8

	4) SHEET E5.01, E5.04
	PANEL 2CH, PANEL M1, AND POSSIBLY OTHERS NOT NOTED IN
	THIS REVIEW INDICATE MORE CIRCUITS THAN THE PANEL BOARD
	IS RATED FOR. 2, AND 3 POLE CIRCUITS SHALL BE
	CONSIDERED 2 OR 3 POLE DEVICES. IDENTIFY ALL
	PANELBOARDS ACCORDINGLY NEC 408.54. REVISE PANEL
	SCHEDULES TO COMPLY.

	5) GENERAL NOTES:
	A. PROVIDE MANUFACTURER DATA SHEETS FOR FLOOR BOXES,
	B. A SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY
	MANUFACTURERS EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS
	ARE REQUIRED FOR GENERATOR, SWIMMING POOL, FIRE ALARM,
	SECURITY, CCTV, DATA/COM, NETWORK, STRUCTURED CABLING,
	AUDIO/VIDEO, AND SIGNAGE.

	DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
	561-805-6717 OR [email protected]

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2014-06-11			Cont ID
Sent By	albarran			Date	2014-06-11	Time	11:39	Rev Time	0.00
Received By	albarran			Date	2014-06-03	Time	09:07	Sent To

Notes

2014-06-11 11:41:29	PERMIT 14050111, WEST PALM BEACH CONVENTION CENTER
	HILTON HOTEL
	THE FIRST ELECTRICAL REVIEW FAILED AS LISTED BELOW:
	THE FOLLOWING IS A LIST OF THE CHANGEMARKS, NOTES AND
	CORRECTIONS ENTERED AS RESULT OF THE ELECTRICAL REVIEW
	ON THE ABOVE MENTIONED PERMIT. THE DIGITAL SET HAS BEEN
	MARKED WITH EVERY NOTE AND COMMENT THAT APPEARS BELOW.
	FOR EASE OF CORRECTING, PLEASE NOTE THAT THE COMMENTS
	ARE ARRANGED WITH PAGE NUMBERS AND THE RESPECTIVE
	CHANGEMARK NUMBER PER PAGE.
	PAGE E0.00
	1. THE ADOPTED VERSION OF THE NEC AT THE TIME OF THIS
	REVIEW IS THE 2008 EDITION, WHICH IS THE ONE THAT SHALL
	APPLY.
	2. NEED MORE SPECIFICS ON THE WIND LOAD CRITERIA. IS
	THE REFERENCE TO ULTIMATE OR NOMINAL?
	3. CORRECT THIS QUOTE/REFERRAL TO NEC SECTION 368.6 AS
	IT DOES NOT EXIST IN THE 2008 EDITION OF THE NEC.
	4. A SEPARATE PERMIT AND SHOP DRAWINGS ARE REQUIRED FOR
	THE FIRE ALARM INSTALLATION.
	PAGE E1.01
	1. LIGHTING CONTROL TO BE IN ACCORDANCE WITH THE
	REQUIREMENTS OF 2010 FLORIDA BLDG. CODE - ENERGY
	CONSERVATION, SEC. 505.
	PAGE E1.06, E1.07
	1. LIGHTING CONTROL TO BE IN ACCORDANCE WITH THE
	REQUIREMENTS OF 2010 FLORIDA BLDG. CODE - ENERGY
	CONSERVATION, SEC. 505.
	PAGE E1.22
	1. PER NEC 406.8, ALL 15 AND 20 AMPERE, 125 AND 250
	VOLT NON-LOCKING RECEPTACLES SHALL BE LISTED
	WEATHER-RESISTANT TYPE.
	PAGE E2.00, E2.01, E2.03, E2.04
	1. THE 2010 EDITION OF THE FLORIDA BUILDING CODE -
	ENERGY CONSERVATION SECTION 505.2.1.3(3) SLEEPING UNIT
	CONTROLS HAS SPECIFIC LIGHTING CONTROL REQUIREMENTS FOR
	HOTEL GUEST SUITES WHICH HAVE TO BE COMPLIED WITH. SEE
	CLOUDED AREAS ON PLANS.
	2. AS PER 2008 NEC 210.60, RECEPTACLE PLACEMENT IN
	HOTEL ROOMS SHALL COMPLY WITH NEC SECTIONS 210.52(A) &
	(D)
	3. PAGE E2.04, E2.05 CIRCUIT ?L? IS NOT IDENTIFIED.
	THIS CIRCUIT APPEARS TO BE IN A KITCHEN AREA. THOUGH
	NOT INDICATED, IF PERMANENT COOKING FACILITIES ARE
	INSTALLED, OUTLET PLACEMENT SHALL BE AS PER NEC 210.52
	PAGE E3.09
	1. ADDED NOTE: EVERY GENERAL PURPOSE OUTLET INSTALLED
	WITHIN 6' OF A SINK SHALL BE GFI PROTECTED, AS PER NEC
	210.8(B)(5)
	2. REFERRAL TO AN OUTLET IN A PORTABLE POOL BAR IS
	MADE. ELABORATE FURTHER ON THIS. IF THE POOL BAR IS
	PORTABLE WHAT OUTLET ARE YOU REFERRING TO?
	PAGE E4.01
	REFERENCE TO THE ARC-FLASH LABEL REQUIREMENTS OF NEC
	110.16 IS MADE.
	1. ACCORDING TO THE PANEL SCHEDULE FOR MDP "M1", THIS
	GOES TO CKT 12
	2. NOT USED
	3. MISSING OCPD FOR PANEL "1LB", FROM PANEL "1L" ON
	RISER PAGE 501 PANEL "1L"
	4. THERE ARE INCONSISTENCIES WITH THE REFERENCES TO "G"
	PANEL. AT TIMES IT IS REFERRED TO "2G" OTHERS TIMES
	"GL" AND YET ANOTHER "GLN" ARE THESE ALL ONE AND THE
	SAME? IF SO, CORRECT TO MATCH
	5. THIS PANEL IS LABELED "GL" IN THE PANEL SCHEDULE FOR
	"BRH".
	6. THE MAINS FOR THESE TWO PANELS ARE INVERTED
	ACCORDING TO THE PANEL SCHEDULE FOR "M2" ON PAGE E5.05.
	7. THIS DISCONNECT & TRANSFORMER ARE MISSING FROM THE
	RISER DIAGRAM
	8. SAME AS NOTE 7, THIS DISCONNECT AND TRANSFORMER DO
	NOT APPEAR ON THE PANEL SCHEDULE.
	9. THE PANEL SCHEDULE OF PANEL "12NLA" HAS CKTS FOR
	THIS PANEL RATHER THAN FROM PANEL "12NL" AS INDICATED
	HERE. CORRECT TO MATCH.
	10. THIS PANEL APPEARS TO BE LABELED "ILDE" ON THE
	PANEL SCHEDULE PAGE E4.03
	PAGE E4.02
	ALL WIRE SHALL BE LISTED FOR THE APPLICATION
	1. AS INDICATED HEREIN THAT 120V FOR LIGHTING CONTROL
	PROVIDED BY OTHER. UNLESS THIS WORK IS INITIATED &
	COMPLETED BY THE ELECTRICAL CONTRACTOR OF RECORD, A
	SEPARATE PERMIT SHALL BE REQUIRED FOR THE LOW VOLTAGE
	CONTROL WORK.
	PAGE E4.03
	1. ON THE RISER DIAGRAM OF PAGE E4.01, THIS PANEL
	APPEARS TO BE LABELED "1LDE" RATHER THAN "ILDE".
	CORRECT TO MATCH.
	PAGE E5.01
	1. REFERENCE MADE ON PANEL ?L?, ?2L? OF GFCI
	REQUIREMENTS OF NEC 422.52
	2. MISSING OCPD FOR PANEL "1LB", PER RISER ON PG. E4.01
	PAGE E5.02
	1. REFERENCE NOTE TO THE NEC 210.8 GFCI REQUIREMENT FOR
	OUTLETS ON ROOFS.
	2. SOURCE REFERENCE FOR PANELS ?2LS? & ?2LSA?
	3. THERE ARE INCONSISTENCIES WITH THE REFERENCES TO "G"
	PANEL. AT TIMES IT IS REFERRED TO "2G" OTHERS TIMES
	"GL" AND YET ANOTHER "GLN" ARE THESE ALL ONE AND THE
	SAME? IF SO, CORRECT TO MATCH
	PAGE E5.04
	1. ACCORDING TO THE RISER DIAGRAM OF PAGE E4.01 THE
	SOURCE FOR PANEL "2CH" IS "M2". HERE IT INDICATES "M1"
	CORRECT ACCORDINGLY.
	2. NEC 422.52 REQUIRES ELECTRIC DRINKING FOUNTAINS TO
	BE ON A GFCI CKT.
	3. NEC 422.51 HAS SPECIFIC REQUIREMENTS FOR VENDING
	MACHINE CKTS.
	4. THERE ARE NUMEROUS GFI REQUIREMENTS NOT ADDRESSED
	WITH RESPECT TO THE POOL AS WELL AS THE ELECTRIC
	DRINKING FOUNTAIN.
	PAGE E5.05
	1. CLARIFY IF THE INTENTION OF THIS IS MAIN 3, "M3"
	WHICH IS NON-EXISTENT. CORRECT TO MATCH WITH MDP "M2"
	PAGE E5.06
	1. CLARIFY IF THE INTENTION OF THIS IS MAIN 3, "M3"
	WHICH IS NON-EXISTENT. CORRECT TO MATCH WITH MDP "M2"
	PAGE E5.07
	1. THE RISER DIAGRAM OF PAGE E4.01 SHOWS PANEL "PSLD"
	AS BEING FED FROM PANEL "12NL" NOT "12NLA" CORRECT TO
	MATCH.
	PAGE E5.08
	1. INDICATE THAT THIS PANEL ("KEQL") IS FED THROUGH
	TRANSFORMER "T75", TO MATCH RISER DIAGRAM
	2. INDICATE THAT THIS PANEL "("3EQL") IS FED THROUGH
	THE DISCONNECT VIA TRANSFORMER "T45".
	PAGE E5.09
	1. PER NFPA REQUIREMENTS, THESE CKT/BKRS SHALL BE RED
	AND MECHANICALLY PROTECTED AS REQUIRED.
	PAGE FA0.00
	SEPARATE PERMIT & SHOP DRAWINGS REQUIRED FOR THE FIRE
	ALARM

	THESE PLANS WERE REVIEWED BY MIKE ALBARRAN, ELECTRICAL
	PLANS EXAMINER
	YOU ARE WELCOME TO REVIEW STATUS OR COMMENTS AT THE
	FOLLOWING LINK:

	HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STAT
	US.ASPX

	ENTER YOUR PERMIT NUMBER (SEE SUBJECT LINE OF THIS
	EMAIL FOR YOUR PERMIT #), CLICK ON THE PERMIT NUMBER,
	AND THEN GO TO "PLAN REVIEWS" TO SEE YOUR COMMENTS (TAB
	ABOVE THE SECOND PERMIT INFORMATION).
	AFTER ISSUANCE, PLEASE CHECK YOUR PLAN CAREFULLY FOR
	COMPLIANCE WITH ANY REDLINES, NOTES, PROVISOS, OR OTHER
	PERMIT CONDITIONS.
	FOR FURTHER ASSISTANCE, PLEASE FEEL FREE TO CONTACT ME.
	I CAN BE REACHED AT 561-805-6718 OR [email protected]

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	P	Date	2014-08-13		Cont ID
Sent By	Mgonzale			Date	2014-08-13	Time	Rev Time	1.00
Received By	mgonzale			Date	2014-08-13	Time	Sent To	E

Notes

2014-08-13 10:18:45

NO OBJECTION

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2014-06-27		Cont ID
Sent By	Mgonzale			Date	2014-06-27	Time	Rev Time	1.00
Received By	mgonzale			Date	2014-06-27	Time	Sent To	I

Notes

2014-06-27 12:58:44	PLEASE ADDRESS PLANNING'S COMMENTS.THANK YOU!

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2014-08-20			Cont ID
Sent By	wjolin			Date	2014-08-20	Time	11:50	Rev Time	0.00
Received By	wjolin			Date	2014-07-30	Time	17:01	Sent To

Notes

2014-08-08 11:26:07	600 OKEECHOBEE BOULEVARD - HIGH RISE HOTEL
	PERMIT #14050111
	REVIEW COMMENTS - FIRE DEPARTMENT
	NOTE: ALL FIRE REVIEW COMMENTS REFERENCE NFPA 101 REFER
	TO NFPA 101-THE LIFE SAFETY CODE (2009 EDITION WITH
	FLORIDA AMENDMENTS).


	NEW COMMENT - SHEETS A3.00 - A3.14: DRAWING SERIES WILL
	NEED TO BE UPDATED TO INCORPORATE THE NEW FLOOR PLANS
	REPRESENTED ON THE OTHER SHEETS.

	NEW COMMENT - SHEET A4.03: FIRE COMMAND #150 HAS BEEN
	RECONFIGURED RESULTING IN A MINIMUM ROOM DIMENSION OF
	LESS THAN 10'-0" (FBC 911.1.3).

	NEW COMMENT - SHEET A4.04: FITNESS (#104) FREE-WEIGHTS
	STORAGE RACK IS OBSTRUCTING EXIT DOOR #104A.

	RESPONSE COMMENT: FIRE PIT (SKY TERRACE) HAS NOT BEEN
	ACCEPTED OR REJECTED AT THIS TIME. PRODUCT DATA AND
	SHOP DRAWINGS TO BE SUBMITTED BY CONTRACTOR. OPEN
	FLAMES WILL NEED TO BE GUARDED AGAINST ACCIDENTAL OR
	INTENTIONAL CONTACT BY OCCUPANTS.
	ORIGINAL COMMENT - GENERAL: PROVIDE ADDITIONAL
	INFORMATION ON THE PROPOSED GAS FIRED PIT LOCATED NEAR
	THE OPEN SKY TERRACE/BAR. SHEET E1-05 REFERENCES A GAS
	FIRED PIT CONTROLLER, BUT NO OTHER DESIGN INFORMATION
	WAS FOUND.

	RESPONSE COMMENT: ONLY ONE EXIT SIGN PROVIDED. THIS ONE
	FIXTURE WILL BE INSUFFICIENT TO CLEARLY AND OBVIOUSLY
	DIRECT OCCUPANTS TO THE EXITS.
	ORIGINAL COMMENT - SHEET E1-06: NO EXTERIOR EXIT SIGNS
	DIRECTING POOL OCCUPANTS TO EGRESS THROUGH THE
	CONNECTOR.

	NEW COMMENT - SHEET E3.04: PROVIDE EMERGENCY LIGHTING
	IN UNDERGROUND POOL EQUIPMENT ROOM IF NOT ALREADY
	PROVIDED.

	RESPONSE COMMENT: PORTIONS OF THE SYSTEM UPSTREAM OF
	ANY PRVS WILL BE SUBJECT TO PRESSURES EXCEEDING 150 PSI
	DUE TO THE FIRE PUMP CHURN PRESSURE (+140 PSI) PLUS AN
	ADDITIONAL +70 PSI FROM THE CITY SUPPLY SIDE.
	ORIGINAL COMMENT - SHEET FP0-01: FIRE SPRINKLER NOTE
	#15 - PER NFPA 13 SECTION 24.2.1.2 PORTIONS OF THE
	SYSTEM NORMALLY SUBJECTED TO SYSTEM WORKING PRESSURES
	IN EXCESS OF 150 PSI SHALL BE TESTED AT A PRESSURE OF
	50 PSI IN EXCESS OF SYSTEM WORKING PRESSURE.

	MODIFIED COMMENT: SHEET FP1-04, PROVIDE AN ADDITIONAL
	2-1/2" FIRE DEPARTMENT HOSE VALVE IN HOTEL LOBBY #100
	CORRIDOR.
	ORIGINAL COMMENT - FIRE PROTECTION LEVEL 1: DUE TO THE
	SIZE OF THE FLOOR PLATE, PLEASE PROVIDE 2-1/2" FIRE
	DEPARTMENT HOSE VALVES THROUGHOUT THE CORRIDORS.

	NEW COMMENT: SHEET FP1-04, VERIFY AND CONFIRM ANY
	EXTERIOR ROOFS, CANOPIES AND PORTE-COCHERES COMPLY WITH
	NFPA 13 SECTION 8.15.7.

	RESPONSE COMMENT: DRAWINGS HAVE NOT BEEN MODIFIED TO
	ADDRESS THE ORIGINAL COMMENT.
	ORIGINAL COMMENT - SHEET FP1-13: THE SPRINKLERS
	PROTECTING THE SPACES ON THE ROOF LEVEL WILL NEED TO BE
	SUPPLIED BY A SEPARATE SUPERVISED CONTROL VALVE AND
	FLOW SWITCH SO FIREFIGHTERS CAN DISTINGUISH A FIRE ON
	THE 12TH FLOOR FROM A FIRE ON THE ROOF LEVEL.

	WESLEY JOLIN
	ASSISTANT FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 805-6730

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2014-06-11			Cont ID
Sent By	wjolin			Date	2014-06-11	Time	16:26	Rev Time	0.00
Received By	wjolin			Date	2014-05-06	Time	17:19	Sent To

Notes

2014-05-07 08:31:54	600 OKEECHOBEE BOULEVARD - HIGH RISE HOTEL
	PERMIT #14050111
	REVIEW COMMENTS - FIRE DEPARTMENT
	NOTE: ALL FIRE REVIEW COMMENTS REFERENCE NFPA 101 REFER
	TO NFPA 101-THE LIFE SAFETY CODE (2009 EDITION WITH
	FLORIDA AMENDMENTS).


	SHEET A2.02: FITNESS (#104) IS USING AN OCCUPANT LOAD
	FACTOR OF 100 SQUARE FEET PER PERSON. EXERCISE ROOMS
	WITH EQUIPMENT OR WITHOUT EQUIPMENT SHALL USE AN
	OCCUPANT LOAD FACTOR OF 15 SQUARE FEET PERSON OR 50
	SQUARE FEET PERSON RESPECTIVELY PER TABLE 7.3.1.2.
	PROVIDE AN EQUIPMENT LAYOUT.

	SHEET A2.02: A DELUGE SPRINKLER SYSTEM IS INDICATED TO
	PROTECT THE CONNECTOR AND ACHIEVE AN EQUIVALENT 2-HOUR
	FIRE RATED ENCLOSURE. TO MY KNOWLEDGE, THERE IS NOT A
	LISTED DELUGE SYSTEM CAPABLE OF ACHIEVING THIS FIRE
	RESISTANCE RATING. A MORE APPROPRIATE DESIGN MAY
	INCLUDE THE USE OF THE TYCO WIINDOW SPRINKLERS. IF THE
	DESIGN INTENT IS TO USE TYCO WINDOW SPRINKLERS TO
	ACHIEVE UP TO A TWO-HOUR FIRE RATED SEPARATION, THE
	SPRINKLERS MUST BE INSTALLED ACCORDING TO THE UL
	LISTING DATA AND SHALL WET THE ENTIRE GLAZING SURFACE.
	SPRINKLERS CANNOT BE USED TO PROTECT OPERABLE DOORS OR
	WINDOWS. THE WINDOW SPRINKLERS DO NOT ALLOW HORIZONTAL
	WINDOW MULLIONS AND REQUIRE THE GLASS CURTAIN WALL TO
	BE ATTACHED TO A THREE FOOT HIGH PONY WALL TO KEEP
	COMBUSTIBLE MATERIALS AT LEAST TWO INCHES AWAY FROM THE
	GLAZING. PAY SPECIAL ATTENTION TO THE GLAZING ASSEMBLY
	AS THE SPRINKLER POSITIONING VARIES FOR BUTT-GLAZED
	INSTALLATIONS COMPARED TO VERTICAL MULLION
	INSTALLATIONS. VERTICAL MULLIONS SHALL BE OF A DEPTH
	THAT PREVENTS COLD SOLDERING OF ADJACENT SPRINKLERS.
	THE SPRINKLER DESIGN SHOULD INDICATE WHICH WINDOW
	SPRINKLER MODEL WILL BE USED (HORIZONTAL SIDEWALL OR
	PENDENT VERTICAL SIDEWALL).

	SHEET A2.03: THE TWO STORY OPENING (PRE-FUNCTION #221)
	SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 8.6 FOR
	VERTICAL OPENINGS AS EITHER A "COMMUNICATING SPACE",
	"ATRIUM" OR " CONVENIENCE OPENING." FOR EXAMPLE, A
	COMMUNICATING SPACE REQUIRES THE ENTIRE FLOOR AREA TO
	BE OPEN AND UNOBSTRUCTED SUCH THAT A FIRE IN ANY PART
	OF THE SPACE WILL BE READILY OBVIOUS TO THE OCCUPANTS
	OF THE SPACE PRIOR TO THE TIME A FIRE BECOMES A HAZARD.
	ANOTHER EXAMPLE, A CONVENIENCE OPENING REQUIRES THAT
	THE FLOOR OPENING BE SEPARATED FROM EXIT ACCESS
	CORRIDORS.

	SHEET A2.03: THE PLAN SHOWS THE 1-HOUR FIRE RATING
	CROSSING THE CORRIDOR AT DOOR #221A; HOWEVER, THERE IS
	NO 1-HOUR FIRE RATING INDICATED FOR THE WALL CROSSING
	THE CORRIDOR AT DOOR #221B. ALSO THE DOOR SCHEDULE
	(SHEET A14.01) DOES NOT INDICATE A FIRE RATING FOR
	EITHER SET OF DOORS.

	SHEET A3.0: PROVIDE DIRECT ACCESS INTO THE FIRE PUMP
	ROOM (B003) FROM THE CORRIDOR WITHOUT HAVING TO TRAVEL
	THROUGH THE DOMESTIC PUMP ROOM (B002) FIRST.

	SHEET A3.01: STAIR #2 TERMINATES INSIDE THE BUILDING
	WHICH IS PERMITTED BY SECTION 28.2.7.2; HOWEVER, THE
	TRAVEL DISTANCE FROM THE TERMINATION OF THE EXIT
	ENCLOSURE TO AN EXTERIOR EXIT DOOR LEADING TO A PUBLIC
	WAY SHALL NOT EXCEED 100 FEET.

	SHEET A4.01: CONNECTOR DOORS (#156-#156F & 118A)
	INDICATE THE USE OF TEMPERED GLASS. DOOR GLAZING WILL
	NEED TO BE FIRE RATED AS SPRINKLERS ARE NOT LISTED TO
	PROTECT OPERABLE DOOR/WINDOW GLAZING AND PROVIDE AN
	EQUIVALENT FIRE RATING.

	SHEET A4.01: THE LIFE SAFETY PLAN (SHEET A2.02)
	INDICATES A TWO-HOUR WALL RATING AROUND STAIR #6;
	HOWEVER, THE DOOR SCHEDULE (SHEET A14.00) DOES NOT
	INDICATE A DOOR FIRE RATING OR CLOSER.

	SHEET A4.01: THE LIFE SAFETY PLAN (SHEET A2.02)
	INDICATES A ONE-HOUR WALL RATING AROUND POOL STORAGE
	#126; HOWEVER, THE DOOR SCHEDULE (SHEET A14.00) DOES
	NOT INDICATE A DOOR FIRE RATING OR CLOSER.

	SHEET A4.01: THE LIFE SAFETY PLAN (SHEET A2.02)
	INDICATES A ONE-HOUR WALL RATING AROUND PARTITION
	STORAGE #121N; HOWEVER, THE DOOR SCHEDULE (SHEET
	A14.00) DOES NOT INDICATE A DOOR FIRE RATING OR CLOSER
	FOR DOORS #121N AND #121O.

	SHEET A4.01: THE LIFE SAFETY PLAN (SHEET A2.02)
	INDICATES A ONE-HOUR WALL RATING AROUND PARTITION
	STORAGE #121L; HOWEVER, THE DOOR SCHEDULE (SHEET
	A14.00) DOES NOT INDICATE A DOOR FIRE RATING OR CLOSER
	FOR DOORS #121L.

	SHEET A4.04: DOOR #103C IN CORRIDOR #103C IS MISSING
	PANIC HARDWARE IN DOOR SCHEDULE (SHEET A14.00).

	SHEET A4.04: DOOR #104 IN FITNESS #104 IS MISSING PANIC
	HARDWARE IN THE DOOR SCHEDULE (SHEET A14.00). OCCUPANT
	LOAD WILL EXCEED 100 PERSONS IN THE FITNESS ROOM ONCE
	THE APPROPRIATE OCCUPANT LOAD FACTOR IS APPLIED.
	EXITING STAIR #2 AND THEN TRAVELING THROUGH THE HOTEL
	LOBBY EXCEEDS 100 FEET. ADDITIONALLY THIS PATH OF
	TRAVEL IS NOT OBVIOUS AND DIRECT.

	LEVEL 100: THE OVERALL LIFE SAFETY EXITING CONCEPT
	NEEDS TO BE COORDINATED WITH THE ELECTRICAL DRAWINGS
	REGARDING THE PLACEMENT OF EXIT SIGNAGE. FOR EXAMPLE,
	SHEET E1-09 SHOWS EXIT SIGNS AT DOORS #100E AND #106B
	LEADING TO THE BAR TERRACE. HOW ARE OCCUPANTS BEING
	DIRECTED TO THE PUBLIC WAY ONCE THEY ENTER THE BAR
	TERRACE AREA? DOOR #100E IS NOT EQUIPPED WITH PANIC
	HARDWARE. ADDITIONALLY AN EXIT SIGN HAS BEEN PLACED AT
	DOOR #105A LEADING BAR OCCUPANTS THROUGH THE KITCHEN
	AREA TO REACH AN EXIT.

	SHEET A4.06 (STAIR #3/BOILER ROOM #229/ELECTRICAL
	#224): PER SECTION 28.3.2.1 ALL ROOMS CONTAINING
	HIGH-PRESSURE BOILERS, TRANSFORMERS OR OTHER SERVICE
	EQUIPMENT SUBJECT TO POSSIBLE EXPLOSION SHALL NOT BE
	LOCATED DIRECTLY ADJACENT TO EXITS.

	SHEET A4.07: LEVEL 200 HAS ASSEMBLY USE ROOMS WITH
	OCCUPANT LOADS EXCEEDING 100 PERSONS. THE EXIT ACCESS
	DOORS FROM THESE ROOMS ARE EQUIPPED WITH PANIC/FIRE
	EXIT HARDWARE; HOWEVER, THE OTHER EXIT ACCESS DOORS ON
	THE FLOOR ARE NOT EQUIPPED WITH PANIC/FIRE EXIT
	HARDWARE SUCH AS DOOR T08, 219, 219A, 221A, 221B, &
	223. PER SECTION 6.1.14.1.2, WHERE EXIT ACCESS FROM AN
	OCCUPANCY TRAVERSES ANOTHER OCCUPANCY, THE MULTIPLE
	OCCUPANCY SHALL BE TREATED AS A MIXED OCCUPANCY AND THE
	MOST STRINGENT FIRE AND LIFE SAFETY REQUIREMENTS OF
	EACH OCCUPANCY SHALL APPLY TO THE BUILDING.

	SHEET A4.07: THE SERVICE ELEVATOR LOBBY (ALL FLOORS)
	INDICATES AN EXIT ACCESS DOOR (#219) WITH A CARD
	READER. A CARD READER ON THE EGRESS SIDE IS NOT
	PERMITTED AS THIS REQUIRES SPECIAL KNOWLEDGE AND A TOOL
	TO GAIN ACCESS TO AN EXIT.

	SHEET A4.07 - DOOR T12 (SUITES #204 & #205): PER
	SECTION 28.3.7.2, IN BUILDINGS PROTECTED THROUGHOUT BY
	AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM,
	EACH HOTEL GUEST ROOM, INCLUDING GUEST SUITES SHALL BE
	SEPARATED FROM OTHER GUEST ROOMS BY WALLS AND FLOORS
	CONSTRUCTED AS FIRE BARRIERS HAVING A MINIMUM 1/2-HOUR
	FIRE RESISTANCE RATING. DOORS IN THE FIRE BARRIERS
	SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN
	20-MINUTES AND SHALL NOT BE REQUIRED TO BE
	SELF-CLOSING.

	SHEET A4.08: PER SECTION 28.3.7.2, IN BUILDINGS
	PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED
	AUTOMATIC SPRINKLER SYSTEM, EACH HOTEL GUEST ROOM,
	INCLUDING GUEST SUITES SHALL BE SEPARATED FROM OTHER
	GUEST ROOMS BY WALLS AND FLOORS CONSTRUCTED AS FIRE
	BARRIERS HAVING A MINIMUM 1/2-HOUR FIRE RESISTANCE
	RATING. DOORS IN THE FIRE BARRIERS SHALL HAVE A FIRE
	RESISTANCE RATING OF NOT LESS THAN 20-MINUTES AND SHALL
	NOT BE REQUIRED TO BE SELF-CLOSING. APPLIES TO SEVERAL
	SUITES INCLUDING SUITES, #235, #240, #247 ETC. CHECK
	OTHER FLOORS AS WELL. ALSO NO DOOR TAGS PROVIDED FOR
	DOORS COMMUNICATING BETWEEN TWO ROOMS SUCH AS SUITE
	#240 AND SUITE #247.

	SHEET A4.19: EXECUTIVE LOUNGE #1136 APPEARS TO BE AN
	ASSEMBLY USE ROOM; HOWEVER, NO PANIC HARDWARE IS SHOWN
	ON DOORS #1136 OR #1136D.

	GENERAL: PROVIDE ADDITIONAL INFORMATION ON THE PROPOSED
	GAS FIRED PIT LOCATED NEAR THE OPEN SKY TERRACE/BAR.
	SHEET E1-05 REFERENCES A GAS FIRED PIT CONTROLLER, BUT
	NO OTHER DESIGN INFORMATION WAS FOUND.

	SHEET M1-00: COULD NOT OPEN DRAWING. FILE CONSISTENTLY
	CRASHES COMPUTER.

	SHEET M1-04: KITCHEN #105 EXHAUST LOUVER FROM EXHAUST
	FAN #3 (WALL TERMINATION) APPEARS TO BE WITHIN 10 FEET
	OF OPERABLE DOORS #100F, #104A AND #105C (REFERENCE
	SHEET A4.04). PER NFPA 96, SECTION 7.8.3 WALL
	TERMINATIONS. WALL TERMINATIONS SHALL BE ARRANGED WITH
	OR PROVIDED WITH THE FOLLOWING PROPERTIES: (1) THROUGH
	A NONCOMBUSTIBLE WALL WITH A MINIMUM OF 10 FEET OF
	CLEARANCE FROM THE OUTLET TO ADJACENT BUILDINGS,
	PROPERTY LINES, GRADE LEVEL, COMBUSTIBLE CONSTRUCTION,
	ELECTRICAL EQUIPMENT OR LINES, AND THE CLOSEST POINT OF
	ANY AIR INTAKE OR OPERABLE DOOR OR WINDOW AT OR BELOW
	THE PLANE OF THE EXHAUST TERMINATION.

	SHEET M1-04: VERIFY THERE ARE NO OPERABLE WINDOWS ABOVE
	KIITCHEN #105 EXHAUST LOUVER FROM FAN #3 (WALL
	TERMINATION). PER NFPA 96 SECTION 7.8.3, THE CLOSEST
	POINT OF ANY AIR INTAKE OR OPERABLE DOOR OR WINDOW
	ABOVE THE PLANE OF THE EXHAUST TERMINATION SHALL BE A
	MINIMUM OF 10 FEET IN DISTANCE, PLUS 3-INCHES FOR EACH
	1 DEGREE FROM HORIZONTAL, THE ANGLE OF DEGREE BEING
	MEASURED FROM THE CENTER OF THE EXHAUST TERMINATION TO
	THE CENTER OF THE AIR INTAKE OR OPERABLE DOOR OR
	WINDOW, AS INDICATED IN FIGURE 7.8.3.

	SHEET E1-06: SOUTH DIRECTION INDICATING CHEVRONS ARE
	NEEDED AT THE EXIT SIGN PLACED AT THE CONNECTOR (HOTEL
	TO CONVENTION CENTER). OCCUPANTS WILL NOT BE ABLE TO
	EXIT THROUGH THE CONNECTOR (FROM HOTEL) IF THE FIRE
	SHUTTER ACTIVATES.

	SHEET E1-06: NO EXTERIOR EXIT SIGNS DIRECTING POOL
	OCCUPANTS TO EGRESS THROUGH THE CONNECTOR.

	SHEET E1-08: ONLY ONE EXIT SIGN PROVIDED IN MAIN
	KITCHEN. ALSO, EXIT SIGNS LOCATED CORRIDOR
	INTERSECTIONS SUCH AS SERVICE CORRIDOR #127 MAY NEED TO
	HAVE TWO EXIT SIGNS IN LIEU OF ONLY ONE SIGN. THE
	CURRENT SIGN PLACEMENT WILL ALLOW OCCUPANTS TRAVELING
	NORTH/SOUTH TO VIEW THE SIGN; HOWEVER, OCCUPANTS
	TRAVELING EAST/WEST WILL NOT BE ABLE TO VIEW THE SIGN.

	SHEET E1-09: EXIT SIGN IS ROUTING OCCUPANTS THROUGH THE
	KITCHEN AREA.

	SHEET E1-09: NO EXIT SIGNS PROVIDED IN MEETING ROOM
	#101.

	SHEET E1-09: EXIT SIGN NOT VIEWABLE FROM LONG PORTION
	OF CORRIDOR #103A.

	SHEET E1-16 & E1-17: NO EXIT SIGNS PROVIDED IN ASSEMBLY
	ROOMS. EXIT SIGNS IN THE CORRIDOR ADJACENT TO THE
	ASSEMBLY ROOMS ONLY DIRECT OCCUPANTS TO USE THE CENTER
	EXIT STAIR. ADDITIONAL EXIT SIGNAGE IS NEEDED NOTIFYING
	OCCUPANTS THEY CAN ALSO USE THE SOUTH OR WEST STAIRS AS
	WELL.

	SHEET E1-17: EXIT SIGN ALSO NEEDED ON SOUTHEAST SIDE OF
	CORRIDOR DOORS.

	SHEET E1-20: NO EXIT SIGNS IN EXECUTIVE LOUNGE #1136.

	SHEET E3.00: COULD NOT LOCATE FIREFIGHTERS' SMOKE
	CONTROL PANEL (KEY NOTE 9) IN THE FIRE COMMAND ROOM.

	SHEET E4.01: CONFIRM SMOKE CONTROL SYSTEM IS CONNECTED
	TO THE EMERGENCY GENERATOR AND THE LOAD IS ACCOUNTED
	FOR.

	SHEET FA0.00: PER LOCAL AHJ POLICY, DUCT SMOKE
	DETECTORS SHALL INITIATE AN ALARM CONDITION IN LIEU OF
	A SUPERVISORY ALARM.

	SHEET FA1-01: NO NOTIFICATION APPLIANCES LOCATED IN
	CORRIDOR JUST EAST OF JUNIOR BALLROOM #121.

	SHEET FA1-09: ADD FIRE ALARM DEVICE (POSSIBLY TACTILE
	WARNING DEVICES) SHOWN IN GUESTROOM #305 TO THE FIRE
	ALARM LEGEND (B SYMBOLS).

	FIRE ALARM: INDICATE ALL GUESTROOMS THAT WILL BE ADA
	COMPLIANT. APPEARS ONLY ROOM #305 HAS BEEN SETUP FOR
	ADA REQUIREMENTS ON ALL FLOORS.

	SHEET FA1-12: PLAN NOTE INDICATES TO PROVIDE A FIRE
	ALARM INTERFACE WITH BI-DIRECTIONAL ANTENNA SYSTEM. ARE
	BOTH WIRED FIREFIGHTER PHONE JACKS AND BI-DIRECTIONAL
	AMPLIFIER BEING PROVIDED? IF BOTH ARE NOT INTENDED,
	PROVIDE BI-DIRECTIONAL RADIO AMPLIFIER SYSTEM IN LIEU
	OF WIRED COMMUNICATION SYSTEM (FIREFIGHTER PHONE/JACKS)
	PER FBC SECTION 907.2.13.2.

	SHEET FA1-13: CONFIRM SMOKE DETECTORS LOCATED AT THE
	TOP OF THE ELEVATOR SHAFTS ARE TO BE INSTALLED TO
	ACTIVATE THE ELEVATOR HOISTWAY SMOKE RELIEF EQUIPMENT;
	OTHERWISE, NFPA 72 SECTION 21.3.6 PROHIBITS SMOKE
	DETECTORS FROM BEING INSTALLED IN THESE LOCATIONS.

	SHEET FP0-01: FIRE SPRINKLER NOTE #15 - PER NFPA 13
	SECTION 24.2.1.2 PORTIONS OF THE SYSTEM NORMALLY
	SUBJECTED TO SYSTEM WORKING PRESSURES IN EXCESS OF 150
	PSI SHALL BE TESTEDAT A PRESSURE OF 50 PSI IN EXCESS OF
	SYSTEM WORKING PRESSURE.

	FIRE PROTECTION LEVEL 1: DUE TO THE SIZE OF THE FLOOR
	PLATE, PLEASE PROVIDE 2-1/2" FIRE DEPARTMENT HOSE
	VALVES THROUGHOUT THE CORRIDORS.

	SHEET FP1-08: COULD NOT LOCATE SPRINKLER PROTECTION FOR
	LARGE OPEN AREA (COMMUNICATING SPACE). SPRINKLERS
	PROTECTING HIGH CEILING OF COMMUNICATING SPACE WILL
	NEED TO BE SUPPLIED AND ZONED FROM THE FIRST FLOOR
	SYSTEM.

	SHEET FP1-13: THE SPRINKLERS PROTECTING THE SPACES ON
	THE ROOF LEVEL WILL NEED TO BE SUPPLIED BY A SEPARATE
	SUPERVISED CONTROL VALVE AND FLOW SWITCH SO
	FIREFIGHTERS CAN DISTINGUISH A FIRE ON THE 12TH FLOOR
	FROM A FIRE ON THE ROOF LEVEL.

	FIRE PROTECTION: COULD NOT LOCATE ANY HYDRANT FLOW TEST
	DATA.

	WESLEY JOLIN
	ASSISTANT FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 805-6730

Review Stop	G			GAS REVIEW
Rev No	3	Status	P	Date	2014-08-19			Cont ID
Sent By	jwitmer			Date	2014-08-19	Time	15:12	Rev Time	0.00
Received By	jwitmer			Date	2014-08-19	Time	15:12	Sent To

Notes

2014-08-19 15:12:03	FUEL GAS PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	3RD REVIEW
	DATE: TUES. AUGUST 19/2014

	ACTION: FUEL GAS PROVISO

	NOTE: FUEL GAS PERMITS ARE A SEPARATE PERMIT AND FEES,
	THE REVIEW WILL BE COMPLETED UNDER THE MASTER SET OF
	PLANS NO OTHER PLANS REQUIRED.

	1) SHEET P3.02 THERE ARE (3) AREAS OF CONCERN, THE PIPE
	SIZING IS CORRECT, THERE SEEMS TO BE A DISCREPANCY IN
	THE BTU LOADS:

	1A) PLEASE VIEW KEY NOTES 6 & 7, LAUNDRY & KITCHEN
	BOILERS INDICATES A TOTAL OF (5) BOILERS WHERE AS
	DEPICTED ONLY THE KITCHEN BOILERS ARE SHOWN. NO BOILERS
	# 6 ARE SHOWN ON THE PLAN. THE TOTAL LOAD FOR THESE
	BOILERS IS SHOWN AS 1,195,000 BTU LOAD, TYPO SHOULD BE
	1,995,000. PLEASE NOTE THE COMBINED LOADS OF THE
	KITCHEN/ LAUNDRY BOILERS AND THE POOL(NOTE 8) AND SPA
	(NOTE 9) IS CORRECT AT 3,995,000 BTU. 2010 FUEL GAS
	CODE SECTIONS BTU LOAD OF EACH APPLIANCE AND THE TOTAL
	BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS
	SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(35)

	1B) PLEASE VIEW KEY NOTES 6 & 7, LAUNDRY & KITCHEN
	BOILERS INDICATES A TOTAL OF (5) BOILERS WHERE AS
	DEPICTED ONLY THE KITCHEN BOILERS ARE SHOWN. NO BOILERS
	# 6 ARE SHOWN ON THE PLAN. THE OTAL LOAD FOR THESE
	BOILERS IS SHOWN AS 1,195,000 BTU LOAD, TYPO SHOULD BE
	1,995,000. PLEASE NOTE THE COMBINED LOADS OF THE
	KITCHEN/ LAUNDRY BOILERS AND THE POOL(NOTE 8) AND SPA
	(NOTE 9) IS CORRECT AT 3,995,000 BTU. 2010 FUEL GAS
	CODE SECTIONS BTU LOAD OF EACH APPLIANCE AND THE TOTAL
	BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS
	SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(35)

	1C) THE (3RD) AREA OF INTEREST IS THE RESTAURANT
	KITCHEN, IN TOTALING UP ALL THE TOTAL BTU LOADS FOR THE
	KITCHEN I COME UP WITH 922,000 BTU'S PLEASE RECHECK THE
	TOTAL LOADS, 107.2.1.3 ADDITIONAL INFORMATION,
	DISCREPANCY IN PLANS IN THIS AREA. NOTE THIS WILL
	INCREASE THE TOTAL BTU LOAD FOR THE SYSTEM, BUT NOT
	AFFECT THE PIPE SIZING.

	2) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.4.2
	DEFERRED SUBMITTALS.
	THIS ITEM CAN BE A DEFERRED SUBMITTAL BUT WILL BE
	REQUIRED TO VARIFY NOT OVER LOADING THE CAPACITY OF THE
	FUEL GAS SYSTEM AND FOR SIZING. SUBMIT MANUFACTURE
	SHEETS FOR ALL GAS EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND FBC-2010 FUEL GAS SEC.
	402.2

	THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	G			GAS REVIEW
Rev No	2	Status	F	Date	2014-08-05			Cont ID
Sent By	jwitmer			Date	2014-08-05	Time	14:36	Rev Time	0.00
Received By	jwitmer			Date	2014-08-05	Time	14:01	Sent To

Notes

2014-08-05 14:36:24	FUEL GAS PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	2ND REVIEW
	DATE: TUES. AUGUST 05/2014
	ACTION: DENIED

	NOTE: FUEL GAS PERMITS ARE A SEPARATE PERMIT AND FEES,
	THE REVIEW WILL BE COMPLETED UNDER THE MASTER SET OF
	PLANS NO OTHER PLANS REQUIRED.

	1) SHEET P3.02 THERE ARE (3) AREAS OF CONCERN, THE PIPE
	SIZING IS CORRECT, THERE SEEMS TO BE A DISCREPANCY IN
	THE BTU LOADS:

	1A) PLEASE VIEW KEY NOTES 6 & 7, LAUNDRY & KITCHEN
	BOILERS INDICATES A TOTAL OF (5) BOILERS WHERE AS
	DEPICTED ONLY THE KITCHEN BOILERS ARE SHOWN. NO BOILERS
	# 6 ARE SHOWN ON THE PLAN. THE TOTAL LOAD FOR THESE
	BOILERS IS SHOWN AS 1,195,000 BTU LOAD, TYPO SHOULD BE
	1,995,000. PLEASE NOTE THE COMBINED LOADS OF THE
	KITCHEN/ LAUNDRY BOILERS AND THE POOL(NOTE 8) AND SPA
	(NOTE 9) IS CORRECT AT 3,995,000 BTU. 2010 FUEL GAS
	CODE SECTIONS BTU LOAD OF EACH APPLIANCE AND THE TOTAL
	BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS
	SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(35)

	1B) PLEASE VIEW KEY NOTES 6 & 7, LAUNDRY & KITCHEN
	BOILERS INDICATES A TOTAL OF (5) BOILERS WHERE AS
	DEPICTED ONLY THE KITCHEN BOILERS ARE SHOWN. NO BOILERS
	# 6 ARE SHOWN ON THE PLAN. THE OTAL LOAD FOR THESE
	BOILERS IS SHOWN AS 1,195,000 BTU LOAD, TYPO SHOULD BE
	1,995,000. PLEASE NOTE THE COMBINED LOADS OF THE
	KITCHEN/ LAUNDRY BOILERS AND THE POOL(NOTE 8) AND SPA
	(NOTE 9) IS CORRECT AT 3,995,000 BTU. 2010 FUEL GAS
	CODE SECTIONS BTU LOAD OF EACH APPLIANCE AND THE TOTAL
	BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS
	SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(35)

	1C) THE (3RD) AREA OF INTEREST IS THE RESTAURANT
	KITCHEN, IN TOTALING UP ALL THE TOTAL BTU LOADS FOR THE
	KITCHEN I COME UP WITH 922,000 BTU'S PLEASE RECHECK THE
	TOTAL LOADS, 107.2.1.3 ADDITIONAL INFORMATION,
	DISCREPANCY IN PLANS IN THIS AREA. NOTE THIS WILL
	INCREASE THE TOTAL BTU LOAD FOR THE SYSTEM, BUT NOT
	AFFECT THE PIPE SIZING.

	2) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.4.2
	DEFERRED SUBMITTALS.
	THIS ITEM CAN BE A DEFERRED SUBMITTAL BUT WILL BE
	REQUIRED TO VARIFY NOT OVER LOADING THE CAPACITY OF THE
	FUEL GAS SYSTEM AND FOR SIZING. SUBMIT MANUFACTURE
	SHEETS FOR ALL GAS EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND FBC-2010 FUEL GAS SEC.
	402.2

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

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	G			GAS REVIEW
Rev No	1	Status	F	Date	2014-06-20			Cont ID
Sent By	jwitmer			Date	2014-06-20	Time	06:27	Rev Time	0.00
Received By	jwitmer			Date	2014-06-20	Time	05:31	Sent To

Notes

2014-06-20 06:27:42	FUEL GAS PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	1ST REVIEW
	DATE: FRIDAY JUNE 20/2014
	ACTION: DENIED

	NOTE: FUEL GAS PERMITS ARE A SEPARATE PERMIT AND FEES,
	THE REVIEW WILL BE COMPLETED UNDER THE MASTER SET OF
	PLANS NO OTHER PLANS REQUIRED.

	1) SHEET P3.02 THERE ARE (3) AREAS OF CONCERN, THE PIPE
	SIZING IS CORRECT, THERE SEEMS TO BE A DISCREPANCY IN
	THE BTU LOADS:

	1A) PLEASE VIEW KEY NOTES 6 & 7, LAUNDRY & KITCHEN
	BOILERS INDICATES A TOTAL OF (5) BOILERS WHERE AS
	DEPICTED ONLY THE KITCHEN BOILERS ARE SHOWN. NO BOILERS
	# 6 ARE SHOWN ON THE PLAN. THE OTAL LOAD FOR THESE
	BOILERS IS SHOWN AS 1,195,000 BTU LOAD, TYPO SHOULD BE
	1,995,000. PLEASE NOTE THE COMBINED LOADS OF THE
	KITCHEN/ LAUNDRY BOILERS AND THE POOL(NOTE 8) AND SPA
	(NOTE 9) IS CORRECT AT 3,995,000 BTU. 2010 FUEL GAS
	CODE SECTIONS BTU LOAD OF EACH APPLIANCE AND THE TOTAL
	BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS
	SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(35)

	1B) PLEASE VIEW KEY NOTES 6 & 7, LAUNDRY & KITCHEN
	BOILERS INDICATES A TOTAL OF (5) BOILERS WHERE AS
	DEPICTED ONLY THE KITCHEN BOILERS ARE SHOWN. NO BOILERS
	# 6 ARE SHOWN ON THE PLAN. THE OTAL LOAD FOR THESE
	BOILERS IS SHOWN AS 1,195,000 BTU LOAD, TYPO SHOULD BE
	1,995,000. PLEASE NOTE THE COMBINED LOADS OF THE
	KITCHEN/ LAUNDRY BOILERS AND THE POOL(NOTE 8) AND SPA
	(NOTE 9) IS CORRECT AT 3,995,000 BTU. 2010 FUEL GAS
	CODE SECTIONS BTU LOAD OF EACH APPLIANCE AND THE TOTAL
	BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS
	SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(35)

	1C) THE (3RD) AREA OF INTEREST IS THE RESTAURANT
	KITCHEN, IN TOTALING UP ALL THE TOTAL BTU LOADS FOR THE
	KITCHEN I COME UP WITH 922,000 BTU'S PLEASE RECHECK THE
	TOTAL LOADS, 107.2.1.3 ADDITIONAL INFORMATION,
	DISCREPANCY IN PLANS IN THIS AREA. NOTE THIS WILL
	INCREASE THE TOTAL BTU LOAD FOR THE SYSTEM, BUT NOT
	AFFECT THE PIPE SIZING.

	2) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.4.2
	DEFERRED SUBMITTALS.
	THIS ITEM CAN BE A DEFERRED SUBMITTAL BUT WILL BE
	REQUIRED TO VARIFY NOT OVER LOADING THE CAPACITY OF THE
	FUEL GAS SYSTEM AND FOR SIZING. SUBMIT MANUFACTURE
	SHEETS FOR ALL GAS EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND FBC-2010 FUEL GAS SEC.
	402.2

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

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2014-08-20			Cont ID
Sent By	cpuell			Date	2014-08-20	Time	16:56	Rev Time	0.00
Received By	cpuell			Date	2014-07-15	Time	08:08	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2014-06-27			Cont ID
Sent By	cpuell			Date	2014-06-27	Time	13:39	Rev Time	0.00
Received By	cpuell			Date	2014-05-06	Time	09:15	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	N	Date	2014-06-21			Cont ID
Sent By	jwitmer			Date	2014-06-21	Time	15:00	Rev Time	0.00
Received By	jwitmer			Date	2014-06-21	Time	15:00	Sent To

Notes

2014-06-21 15:01:39

PAID ON THE FOUNDATION PERMIT .

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2015-04-30			Cont ID
Sent By	hmoser			Date	2015-04-30	Time	14:07	Rev Time	0.00
Received By	hmoser			Date	2015-04-30	Time	14:03	Sent To

Notes

2015-04-30 14:07:22

SHOP DRAWINGS OK FOR FLOOR 3 - 8 HM.

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2014-08-15			Cont ID
Sent By	hmoser			Date	2014-08-15	Time	13:51	Rev Time	0.00
Received By	hmoser			Date	2014-08-13	Time	14:57	Sent To

Notes

2014-08-15 13:51:37	PASS PROVISO
	1) PROVIDE SEPARATE APPLICATION, PLANS, AND PERMIT FOR
	KITCHEN HOOD AND COOLERS.
	2) PROVIDE DRYER MANUFACTURERS INSTALLATION
	INSTRUCTIONS
	AT ROUGH INSPECTION.
	3) PROVIDE A DETAIL ON ROOF TOP EQUIPMENT PER SECTION
	301.12 WIND RESISTANCE

	PLAN REVIEW BY HAROLD MOSER
	[email protected]
	OFFICE 561-805-6732
	FAX 561-805-6676

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2014-06-27			Cont ID
Sent By	hmoser			Date	2014-06-27	Time	09:31	Rev Time	0.00
Received By	hmoser			Date	2014-06-25	Time	14:54	Sent To

Notes

2014-06-27 09:30:12	PLAN DENIED
	1) REFER TO SECTION 506.3.12.2 TERMINATION THROUGH AN
	EXTERIOR WALL.
	2010 FBC (M) (FOR HOOD EXHAUST)
	2) REFER TO SECTION 607 DUCT AND TRANSFER OPENING. WHAT
	TYPE OF
	PROTECTION OF DUCT PENETRATION ARE USED FOR MEETING
	ROOMS AND SUITES
	2ED LEVEL AND UP 2010 FBC (M)
	3) PROVIDEE DRYER MANUFACTURERS INSTRUCTIONS WITH THE
	PLANS PER
	SECTION 504.7 COMMERCIAL CLOTHES DRYER. 2010 FBC (M)
	REFER TO DRYER BOOSTER FAN DETAIL.
	4) PLEASE MOVE THE DIESEL FUEL PIPING ISOMETRIC TO THE
	MECHANICAL PLAN
	PER SECTION 1301 FBC (M)
	5) PROVIDE AN ISOMETRIC OF THE GENERATOR EXHAUST ON THE
	MECHANICAL PLAN.
	PER SECTION 510 FBC (M)
	6) PROVIDE STATIC PRESSURE OF AIR CONDITIONING SYSTEMS
	ON THE PLAN.
	PROVID A DETAIL ON THE TYPE OF DUCT REINFORCEMENT
	REQUIRED ON THE PLAN.
	CHAPTER 2 SMACNA

	PLAN REVIEW BY HAROLD MOSER
	[email protected]
	OFFICE 561-805-6732
	FAX 561-805-6676

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2014-08-19			Cont ID
Sent By	jwitmer			Date	2014-08-19	Time	15:13	Rev Time	0.00
Received By	jwitmer			Date	2014-08-19	Time	15:13	Sent To

Notes

2014-08-19 15:17:31	P B CONVENTION CENTER HILTON HOTEL PLUMBING REVIEW
	PLUMBING PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	3RD REVIEW
	DATE: TUESDAY AUGUST 19/ 2014

	ACTION: PLUMBING PROVISO

	FUEL GAS: THIS REVIEW IS UNDER A SEPARATE PLAN REVIEW
	STOP, SEE FOR STATUS AND COMMENTS.

	1) 2ND REQUEST: THE ASSOCIATES CAFETERIA PLUMBING PLAN
	LIST EQUIPMENT AND PLUMBING FIXTURES WITH A C-LABEL.
	THE PLUMBING INDEX LIST SHEET P2.01 AS THE BANQUET
	KITCHEN & ASSO. CAFE SCHEDULE, THERE ARE NO C EQUIPMENT
	ON SHEET P2.01, THIS LIST ALL FIXTURES & EQUIPMENT ON
	THIS SHEET ARE LISTED WITH A Q. I CAN'T IDENTIFY THE
	TYPE OF EQUIPMENT FOR THE TYPE OR WASTE REQUIRED. NOTE
	# 10 REFERS TO GREASY WASTE FOR THIS SHEET BUT NOT
	IDENTIFIED ON THE PLAN.

	2) SHEET P1.02 LEVEL 1 AREA Q2, NOTE# 21 INDICATES A
	NEW 750 GALLON CONCRETE VAULT TYPE GREASE INTERCEPTOR,
	NOTE 36 SEE SHEET P3.01D FOR THE CONTINUATION OF GREASY
	WASTE. PLEASE PROVIDE THE SIZING CALCULATIONS FOR THE
	CONCRETE VAULT TYPE GREASE INTERCEPTOR, SIZING IS TO BE
	IN ACCORDANCE WITH 2010 FBC-P SECTION 1003.5.1 AND
	TABLE 1003.5.1.

	3) SHEET P1.03 LEVEL 1 AREA Q3. SHEET P1.03 LEVEL 1
	AREA Q3, NOTE# 01 INDICATES A NEW 1,250 GALLON CONCRETE
	VAULT TYPE GREASE INTERCEPTOR, NOTE REFERS TO SHEET
	P4.03 THE GREASE INTERCEPTOR DETAIL. SHEET P3.00
	INDICATES 132 FU DRAINING INTO THE GREASE INTERCEPTOR.
	IF SIZING USING TABLE 1003.3.4.1 THIS TABLE IS TO BE
	USED WHEN THE DESIGN IS FOR HYDRO MECHANICAL GREASE
	INTERCEPTORS. PLEASE PROVIDE THE SIZING CALCULATIONS
	FOR THE CONCRETE VAULT TYPE GREASE INTERCEPTOR, SIZING
	IS TO BE IN ACCORDANCE WITH 2010 FBC-P SECTION 1003.5.1
	AND TABLE 1003.5.1.

	THE CITY FOG INSPECTORS (FATS, OILS & GREASE) MONITOR
	ALL GREASE INTERCEPTORS TO VERIFY COMPLIANCE WITH THE
	CITY?S MUNI CODE SEC. 90-126. PROHIBITIONS AND
	LIMITATIONS OF DISCHARGE.(7) MINERAL OIL IN EXCESS OF
	50 MG/L OR ANIMAL/VEGETABLE FATS, WAX, GREASE, OR OILS
	IN EXCESS OF 100 MG/L, WHETHER EMULSIFIED OR NOT; OR
	SUBSTANCES WHICH MAY SOLIDIFY OR BECOME VISCOUS AT
	TEMPERATURES LOWER THAN OR EQUAL TO 150 DEGREES
	FAHRENHEIT (65.56 DEGREES CELSIUS).

	4) SHEET P1.04 LEVEL 1 AREA Q4. KITCHEN 105 , NO GREASY
	WASTE IS SHOWN ON THE PLANS, NOTE # 15 INDICATES SEE
	P2.04 FOR CONTINUATION. THIS SHEET IS A EQUIPMENT
	SCHEDULE, PLEASE PROVIDE A GREASY WASTE ISOMETRIC OR
	WHERE TO LOCATE SUCH PLANS. PLEASE PROVIDE THE SIZING
	CALCULATIONS FOR THE CONCRETE VAULT TYPE GREASE
	INTERCEPTOR, SIZING IS TO BE IN ACCORDANCE WITH 2010
	FBC-P SECTION 1003.5.1 AND TABLE 1003.5.1.

	THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2014-08-05			Cont ID
Sent By	jwitmer			Date	2014-08-05	Time	15:42	Rev Time	0.00
Received By	jwitmer			Date	2014-08-01	Time	07:05	Sent To

Notes

2014-08-05 15:42:09	P B CONVENTION CENTER HILTON HOTEL 1ST PLUMBING REVIEW
	PLUMBING PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	2ND REVIEW
	DATE: TUESDAY AUGUST 05/ 2014

	ACTION: DENIED

	FUEL GAS: THIS REVIEW IS UNDER A SEPARATE PLAN REVIEW
	STOP, SEE FOR STATUS AND COMMENTS.

	1-2) COMPLIED.
	3) SHEET P0.01 BASEMENT LEVEL:

	3A) 2ND REQUEST: THE ASSOCIATES CAFETERIA PLUMBING PLAN
	LIST EQUIPMENT AND PLUMBING FIXTURES WITH A C-LABEL.
	THE PLUMBING INDEX LIST SHEET P2.01 AS THE BANQUET
	KITCHEN & ASSO. CAFE SCHEDULE, THERE ARE NO C EQUIPMENT
	ON SHEET P2.01, THIS LIST ALL FIXTURES & EQUIPMENT ON
	THIS SHEET ARE LISTED WITH A Q. I CAN'T IDENTIFY THE
	TYPE OF EQUIPMENT FOR THE TYPE OR WASTE REQUIRED. NOTE
	# 10 REFERS TO GREASY WASTE FOR THIS SHEET BUT NOT
	IDENTIFIED ON THE PLAN.

	3B)(1)(2)(3)(4) COMPLIED.

	3C) COMPLIED.

	3D) COMPLIED.

	3E) COMPLIED.

	3F) FOUND, NO COMMENT.

	3G) 2ND REQUEST, RESPONSE INDICATES SEE SHEET P4.02.
	SHEET P0.01 THE BASEMENT LEVEL/ POOL EQUIPMENT ROOM
	NOTE #10 INDICATES THE USE OF A SUMP PUMP TO PUMP THE
	POOL BACK WASH TO SANITARY, THERE IS NO PIT SHOWN ON
	THE PLANS, NOR IS THERE A NOTE PROVIDING DETAILS SIZE
	OF PUMP OR DISCHARGE REQUIRED. SUMPS ARE TO COMPLY WITH
	2010 FBC-P 712.

	3H) COMPLIED.

	4 ) COMPLIED.

	5) SHEET P1.02 LEVEL 1 AREA Q2:

	5A) COMPLIED.

	5B) 2ND REQUEST. SHEET P1.02 LEVEL 1 AREA Q2, NOTE# 21
	INDICATES A NEW 750 GALLON CONCRETE VAULT TYPE GREASE
	INTERCEPTOR, NOTE 36 SEE SHEET P3.01D FOR THE
	CONTINUATION OF GREASY WASTE. PLEASE PROVIDE THE SIZING
	CALCULATIONS FOR THE CONCRETE VAULT TYPE GREASE
	INTERCEPTOR,
	SIZING IS TO BE IN ACCORDANCE WITH 2010 FBC-P SECTION
	1003.5.1 AND TABLE 1003.5.1.

	5C) REVIEWED BY MECHANICAL PLAN REVIEW.NO ACTION
	REQUIRED. SHEET P1.02 LEVEL 1 AREA Q2, NOTES 22-25
	DEALS WITH FUEL LINES, PLEASE NOTE DIRECTLY ABOVE THE
	NEXT STORY IS THE DIESEL EMERGENCY GENERATOR. DIESEL,
	FUEL TANKS AND ASSOCIATED LINES WILL BE REVIEWED BY THE
	MECHANICAL REVIEWER AND INSPECTED BY THE MECHANICAL
	INSPECTOR. DETAIL P4.04.

	6) 2ND REQUEST. SHEET P1.03 LEVEL 1 AREA Q3. SHEET
	P1.03 LEVEL 1 AREA Q3, NOTE# 01 INDICATES A NEW 1,250
	GALLON CONCRETE VAULT TYPE GREASE INTERCEPTOR, NOTE
	REFERS TO SHEET P4.03 THE GREASE INTERCEPTOR DETAIL.
	SHEET P3.00 INDICATES 132 FU DRAINING INTO THE GREASE
	INTERCEPTOR. IF SIZING USING TABLE 1003.3.4.1 THIS
	TABLE IS TO BE USED WHEN THE DESIGN IS FOR HYDRO
	MECHANICAL GREASE INTERCEPTORS.
	PLEASE PROVIDE THE SIZING CALCULATIONS FOR THE CONCRETE
	VAULT TYPE GREASE INTERCEPTOR, SIZING IS TO BE IN
	ACCORDANCE WITH 2010 FBC-P SECTION 1003.5.1 AND TABLE
	1003.5.1.

	THE CITY FOG INSPECTORS (FATS, OILS & GREASE) MONITOR
	ALL GREASE INTERCEPTORS TO VERIFY COMPLIANCE WITH THE
	CITY?S MUNI CODE SEC. 90-126. PROHIBITIONS AND
	LIMITATIONS OF DISCHARGE.(7) MINERAL OIL IN EXCESS OF
	50 MG/L OR ANIMAL/VEGETABLE FATS, WAX, GREASE, OR OILS
	IN EXCESS OF 100 MG/L, WHETHER EMULSIFIED OR NOT; OR
	SUBSTANCES WHICH MAY SOLIDIFY OR BECOME VISCOUS AT
	TEMPERATURES LOWER THAN OR EQUAL TO 150 DEGREES
	FAHRENHEIT (65.56 DEGREES CELSIUS).

	7) 2ND REQUEST, RESPONSE INDICATES SEE SHEET P2.01 FOR
	THIS AREA. SHEET P1.04 LEVEL 1 AREA Q4. KITCHEN 105 ,
	NO GREASY WASTE IS SHOWN ON THE PLANS, NOTE # 15
	INDICATES SEE P2.04 FOR CONTINUATION. THIS SHEET IS A
	EQUIPMENT SCHEDULE, PLEASE PROVIDE A GREASY WASTE
	ISOMETRIC OR WHERE TO LOCATE SUCH PLANS. PLEASE PROVIDE
	THE SIZING CALCULATIONS FOR THE CONCRETE VAULT TYPE
	GREASE INTERCEPTOR, SIZING IS TO BE IN ACCORDANCE WITH
	2010 FBC-P SECTION 1003.5.1 AND TABLE 1003.5.1.

	8) COMPLIED.

	9) COMPLIED.

	10) COMPLIED

	11) COMPLIED.

	12) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
	COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
	THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2014-06-21			Cont ID
Sent By	jwitmer			Date	2014-06-21	Time	14:59	Rev Time	0.00
Received By	jwitmer			Date	2014-06-04	Time	10:14	Sent To

Notes

2014-06-17 17:59:22	P B CONVENTION CENTER HILTON HOTEL 1ST PLUMBING REVIEW
	PLUMBING PLAN REVIEW
	PERMIT:14050111
	ADD: 600 OKEECHOBEE BLVD
	CONT: COASTAL CONSTRUCTION
	TEL: (561) 630-3770

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	THE PALM BEACH CONVENTION CENTER HILTON HOTEL
	CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS,
	RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES

	1ST REVIEW
	DATE: TUESDAY JUNE 17TH/ 2014

	ACTION: DENIED

	FUEL GAS: THIS REVIEW IS UNDER A SEPARATE PLAN REVIEW
	STOP, SEE FOR STATUS AND COMMENTS.

	1) THE PERMIT DESCRIPTION LISTED ABOVE TO BUILD THE
	HOTEL, POOL, POOL DECK & AMENITIES IS A INCLUSIVE
	PACKAGE WITHIN THE SUBMITTED PLANS. THERE ARE CIVIL,
	SITE, LANDSCAPING, IRRIGATION, GREASE INTERCEPTORS,
	FUEL GAS, GENERATOR, FIRE SPRINKLER, FIRE ALARM,
	LOW-VOLTAGE, AWNINGS AND SIGNAGE PLANS WITHIN THE
	SUBMITTED DOCUMENTS.
	THESE TYPE OF ACTIVITIES REQUIRE A SEPARATE PERMIT
	APPLICATION, REVIEW AND ASSOCIATED FEES. PLEASE BACK
	OUT THE VALUE OF WORK TO BE COMPLETED UNDER EACH OF
	THESE PERMITS SO THE BUILDING DEPARTMENT DOES NOT
	CHARGE YOU TWICE FOR THESE SERVICES. 2010 WEST PALM
	BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
	1, ADMINISTRATION 105.1 PERMITS

	2) SHEET A3.00 MINIMUM NUMBER OF REQUIRED PLUMBING
	FIXTURES:

	2A) HEADING: A-2 OCCUPANCY (BANQUET HALL) GRAND BALL
	ROOM, JR. BALLROOM & MEETING ROOMS ARE FIGURED AT 1/75
	FOR WATER CLOSETS & 1/200 FOR LAVS.
	THE USE OF THESE ROOMS WILL VARY DEPENDING ON THE
	EVENT, EVEN THOUGH THE OCCUPANT LOAD WILL STAY THE SAME
	THE MINIMUM NUMBER OF REQUIRED FIXTURES WILL CHANGE. IF
	IT IS TO BE CONSIDERED A DANCE HALL THE MINIMUM NUMBER
	OF REQUIRED FIXTURES (W.C.) WOULD BE CONSIDERED AT 1/40
	OR IF A EXHIBITION HALL THE WOMEN?S (W. C.) WOULD DROP
	TO 1/65. THE VARIOUS BALLROOMS AND MEETING ROOMS MAY BE
	RENTED OUT BY VARIOUS ORGANIZATIONS WITH DIFFERENT
	EVENT TYPES THIS LOADING FACTOR NEEDS TO BE REFIGURED.

	2B) HEADING: POOL AN A4 OCCUPANCY. WITHIN THE CHART THE
	CELL FOR REQUIRED DRINKING FOUNTAIN & SERVICE SINK IS
	STRUCK THROUGH. TABLE 403.1 UNDER THE ASSEMBLY HEADING
	A4 POOLS UNDER THE REQUIRED MINIMUM FIXTURES LIST
	DRINKING FOUNTAINS AND SERVICE SINKS.

	2C) HEADING SPORTS BAR & TERRACE A-2 OCCUPANCY
	INDICATES THE LAVS FIGURED AT 1/200, THAT IS FOR
	RESTAURANTS, PLEASE SEE TABLE 403.2 LAVS ARE TO BE
	FIGURED AT 1/40 FOR BARS AND SIMILAR PURPOSES.

	2D) HEADING FOR THE FITNESS CENTER IS A BUSINESS
	OCCUPANCY THIS WOULD BE ACCEPTABLE IF THERE IS TO BE A
	INSTRUCTOR THERE ALL THE TIME FOR PERSONAL TRAINING AND
	FITNESS OTHERWISE THIS HEADING SHOULD BE AN A3
	OCCUPANCY FOR A GYM THE OCCUPANT LOAD WOULD CHANGE.

	3) SHEET P0.01 BASEMENT LEVEL:
	3A) THE ASSOCIATES CAFETERIA PLUMBING PLAN LIST
	EQUIPMENT AND PLUMBING FIXTURES WITH A C-LABEL. THE
	PLUMBING INDEX LIST SHEET P2.01 AS THE BANQUET KITCHEN
	& ASSO. CAFE SCHEDULE, THERE ARE NO C EQUIPMENT ON THIS
	LIST ALL FIXTURES & EQUIPMENT ON THIS SHEET ARE LISTED
	WITH A Q. I CAN'T IDENTIFY THE TYPE OF EQUIPMENT FOR
	THE TYPE OR WASTE REQUIRED. NOTE # 10 REFERS TO GREASY
	WASTE FOR THIS SHEET BUT NOT IDENTIFIED ON THE PLAN.

	3B)(1) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE
	LINEN STORAGE ROOM THERE IS A SUMP PIT, NOTE # 1
	INDICATES SEE DETAIL SHEET P4.01 FOR SANITARY LIFT
	STATION. THE DETAIL SHOWS THE 2" DISCHARGE PIPE
	VERTICALLY THEN MAKING A 90 DEGREE TURN BENEATH THE
	SLAB, THERE INSTALLED A FLANGED CHECK VALVE FOR EACH
	PUMP AND A FLANGED GATE VALVE (1) FOR EACH PUMP. PLEASE
	SEE SECTION FBC-P 712.2 FOR REQUIRED COMPLIANCE.
	2010 FBC-PLUMBING 712.2 VALVES REQUIRED.
	A CHECK VALVE AND A FULL OPEN VALVE LOCATED ON THE
	DISCHARGE SIDE OF THE CHECK VALVE SHALL BE INSTALLED IN
	THE PUMP OR EJECTOR DISCHARGE PIPING BETWEEN THE PUMP
	OR EJECTOR AND THE GRAVITY DRAINAGE SYSTEM. ACCESS
	SHALL BE PROVIDED TO SUCH VALVES. SUCH VALVES SHALL BE
	LOCATED ABOVE THE SUMP COVER REQUIRED BY SECTION 712.1
	OR, WHERE THE DISCHARGE PIPE FROM THE EJECTOR IS BELOW
	GRADE, THE VALVES SHALL BE ACCESSIBLY LOCATED OUTSIDE
	THE SUMP BELOW GRADE IN AN ACCESS PIT WITH A REMOVABLE
	ACCESS COVER.

	3B)(2) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE
	LINEN STORAGE ROOM THERE IS A SUMP PIT, NOTE # 1
	INDICATES SEE DETAIL SHEET P4.01 FOR SANITARY LIFT
	STATION. THE DETAIL OF THE LIFT STATION ALSO DOES NOT
	PROVIDE ANY DETAILS ON THE ACCESS COVER, SIZE,
	THICKNESS OF COVER, TYPE OF MATERIAL OR HOW ACCESS
	COVER WILL BE ATTACHED TO THE FLOOR, OR HOW THE COVER
	WILL BE ACCESSIBLE FOR MAINTENANCE.
	2010 FBC-P 712.3.2 SUMP PIT.
	THE SUMP PIT SHALL BE NOT LESS THAN 18 INCHES (457 MM)
	IN DIAMETER AND 24 INCHES (610 MM) DEEP, UNLESS
	OTHERWISE APPROVED. THE PIT SHALL BE ACCESSIBLE AND
	LOCATED SUCH THAT ALL DRAINAGE FLOWS INTO THE PIT BY
	GRAVITY. THE SUMP PIT SHALL BE CONSTRUCTED OF TILE,
	CONCRETE, STEEL, PLASTIC OR OTHER APPROVED MATERIALS.
	THE PIT BOTTOM SHALL BE SOLID AND PROVIDE PERMANENT
	SUPPORT FOR THE PUMP. THE SUMP PIT SHALL BE FITTED WITH
	A GAS-TIGHT REMOVABLE COVER ADEQUATE TO SUPPORT
	ANTICIPATED LOADS IN THE AREA OF USE.

	3B)(3) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE
	LINEN STORAGE ROOM THERE IS A SUMP PIT, NOTE # 1
	INDICATES SEE DETAIL SHEET P4.01 FOR SANITARY LIFT
	STATION. THE PLUMBING SHEET P0.01 NOR HAS THIS DETAIL
	P4.01 PROVIDED THE TOTAL DRAINAGE FIXTURE UNITS/
	GALLONS PER MINUTE OF WASTE THAT IS TO DRAIN INTO THE
	SANITARY LIFT STATION. PLEASE PROVIDE THIS DATA TO SEE
	THAT THE SPECKED PUMPS WILL MEET THE DEMAND AND PROVIDE
	COMPLIANCE WITH 2010 FBC-P 712.4.2 CAPACITY.
	712.4.2 CAPACITY.
	A SEWAGE PUMP OR SEWAGE EJECTOR SHALL HAVE THE CAPACITY
	AND HEAD FOR THE APPLICATION REQUIREMENTS. PUMPS OR
	EJECTORS THAT RECEIVE THE DISCHARGE OF WATER CLOSETS
	SHALL BE CAPABLE OF HANDLING SPHERICAL SOLIDS WITH A
	DIAMETER OF UP TO AND INCLUDING 2 INCHES (51 MM). OTHER
	PUMPS OR EJECTORS SHALL BE CAPABLE OF HANDLING
	SPHERICAL SOLIDS WITH A DIAMETER OF UP TO AND INCLUDING
	1 INCH (25.4 MM). THE MINIMUM CAPACITY OF A PUMP OR
	EJECTOR BASED ON THE DIAMETER OF THE DISCHARGE PIPE
	SHALL BE IN ACCORDANCE WITH TABLE 712.4.2.

	3B)(4) SHEET P1.03 LEVEL 1 AREA Q3 IS WHERE THE LIFT
	STATION TIES INTO THE BUILDING DRAIN, NOTE # 29
	IDENTIFIES THE WASTE LINE. HERE THERE IS 2 ISSUES, THE
	CONNECTION OF THE DISCHARGE PIPING IS TO OCCUR EITHER
	TO THE BUILDING SEWER OR TO A WYE FITTING IN THE
	BUILDING DRAIN. THE CONNECTION TO THE BUILDING DRAIN,
	WYE FITTING MUST BE A MINIMUM OF 10 FEET AWAY FROM
	OTHER PIPE CONNECTIONS OR FIXTURES TO REDUCE THE
	LIKELIHOOD THAT DISCHARGE FROM THE PUMP/ EJECTOR WILL
	INTERFERE WITH THE GRAVITY FLOW IN THE DRAINAGE SYSTEM.

	THERE IS A 2 INCH HUB DRAIN CONNECTION WITHIN THE 2"
	DISCHARGE LINE OF THE SUMP/ EJECTOR PIPING SYSTEM, THIS
	2 INCH HUB DRAIN WILL NEED TO TIE INTO BUILDING DRAIN
	LINE DIRECTLY.

	THE 2ND ISSUE IS THERE IS ANOTHER 2 INCH HUB DRAIN LINE
	THAT TIES INTO THE BUILDING DRAIN LINE WITHIN THE 10
	FEET WHERE THE SUMP/ EJECTOR PUMP IS TYING INTO THE
	BUILDING DRAIN LINE. WHEN VIEWING WHERE AND HOW THE
	SUMP/ EJECTOR PUMP DISCHARGE INTO THE BUILDING DRAIN IT
	IS DEPICTED AS THE WYE ON ITS SIDE. SEE 2010 FBC-P
	712.3.5 EJECTOR CONNECTION TO THE DRAINAGE SYSTEM.
	PUMPS CONNECTED TO THE DRAINAGE SYSTEM SHALL CONNECT TO
	THE BUILDING SEWER OR SHALL CONNECT TO A WYE FITTING IN
	THE BUILDING DRAIN A MINIMUM OF 10 FEET (3048 MM) FROM
	THE BASE OF ANY SOIL STACK, WASTE STACK OR FIXTURE
	DRAIN. WHERE THE DISCHARGE LINE CONNECTS INTO
	HORIZONTAL DRAINAGE PIPING, THE CONNECTOR SHALL BE MADE
	THROUGH A WYE FITTING INTO THE TOP OF THE DRAINAGE
	PIPING.

	3C) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE
	LINEN STORAGE ROOM AT THE THREE COMMERCIAL WASHING
	MACHINES THERE IS NO DRAINAGE, NO TRENCH DRAIN, ONLY A
	3 INCH FLOOR DRAIN. PLEASE PROVIDE THE MANUFACTURERS
	SPECS ON THE COMMERCIAL CLOTHES WASHERS, WILL THEY BE A
	GRAVITY DRAIN OR PUMP, IF PUMP WHAT WILL THE GPM FLOW
	BE? WILL THESE UNITS BE USING A TRENCH DRAIN? SHOW
	COMPLIANCE WITH
	2010 FBC-PLUMBING 406.3 WASTE CONNECTION. TABLE 709.1
	COMMERCIAL FOOTNOTES (A & G).

	3D) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE SERVICE
	ELEVATOR B016 THE PLANS DO NOT SHOW A SUMP PUMP DETAIL
	AS DOES THE SERVICE ELEVATOR ST4B NOTE # 9 PROVIDES
	DETAILS ON P4.01.
	2010 FBC-P 1003.4 OIL SEPARATORS REQUIRED. AT REPAIR
	GARAGES, CAR-WASHING FACILITIES, AT FACTORIES WHERE
	OILY AND FLAMMABLE LIQUID WASTES ARE PRODUCED AND IN
	HYDRAULIC ELEVATOR PITS, SEPARATORS SHALL BE INSTALLED
	INTO WHICH ALL OIL-BEARING, GREASE-BEARING OR FLAMMABLE
	WASTES SHALL BE DISCHARGED BEFORE EMPTYING INTO THE
	BUILDING DRAINAGE SYSTEM OR OTHER POINT OF DISPOSAL.

	3E) SHEET P0.01 THE BASEMENT LEVEL NOTE # 2 A/C
	CONDENSATE DRAIN PIPE TO RUN BELOW BASEMENT SLAB, SIZE
	IS NOT PROVIDED, NOTE THIS PIPE IS SHOWN ON THE FLOOR
	PLANS TO DRAIN INTO THE SUMP PIT WHERE AS IT IS NOT
	SHOWN ON THE DETAIL OF THE SUMP PIT, NOTE SURE AT WHAT
	LEVEL IT WILL DISCHARGE INTO THE SUMP PIT.
	THE OTHER ISSUE IS A/C CONDENSATE DUMPING INTO THE CITY
	SEWER. WEST PALM BCH MUNI CODE SEC. 90-126
	PROHIBITIONS & LIMITATIONS OF DISCHARGE (A)GENERALLY.
	USERS SHALL NOT DISCHARGE POLLUTANTS INTO THE WWF
	UNLESS IN ACCORDANCE WITH THIS ARTICLE.
	(5)STORM WATER, SURFACE WATER, GROUNDWATER, ARTESIAN
	WELL WATER, ROOF RUNOFF, SUBSURFACE DRAINAGE, SWIMMING
	POOL DISCHARGES, UNCONTAMINATED COOLING WATER,
	UNPOLLUTED INDUSTRIAL PROCESS WATERS, AIR CONDITIONING
	CONDENSATE, UNLESS SPECIFICALLY AUTHORIZED BY THE CITY
	IN WRITING.

	3F) FOUND, NO COMMENT.

	3G) SHEET P0.01 THE BASEMENT LEVEL/ POOL EQUIPMENT ROOM
	NOTE #10 INDICATES THE USE OF A SUMP PUMP TO PUMP THE
	POOL BACK WASH TO SANITARY, THERE IS NO PIT SHOWN ON
	THE PLANS, NOR IS THERE A NOTE PROVIDING DETAILS SIZE
	OF PUMP OR DISCHARGE REQUIRED. SUMPS ARE TO COMPLY WITH
	2010 FBC-P 712.

	3H) NOTE THE POOL EQUIPMENT ROOM IS MISSING A HOSE BIBB
	PER SECTION 2010 FBC-B 424.1.5.9.

	4) SHEET P1.01 LEVEL 1 AREA Q1: NOTE OUTSIDE OF THE
	POOL STORAGE EQUIPMENT ROOM THERE IS DEPICTED HOSE BIBB
	PLEASE INDICATE WHERE COMPLIANCE WITH SECTION 2010
	FBC-B 424.1.6.2 RINSE SHOWER CAN BE FOUND?

	5) SHEET P1.02 LEVEL 1 AREA Q2:

	5A) SHEET P1.02 LEVEL 1 AREA Q2, NOTE# 35 INDICATES CAN
	WASH SEE P4.01 CAN WASH DETAIL:
	5A) (1) THE SIDE ELEVATION SECTION AND FRONT ELEVATION,
	THERE ARE QUESTIONS, NOTE # 5 INDICATES THE HOT WATER
	TO THE CAN WASH WILL BE 180 DEGREES BUT NOTE 4
	INDICATES HOSE BIBB NIBCO- SCOTT 760 (W/ CREST WASHER -
	100 DEGREES. THE SIDE VIEW OF THE HOSE BIBBS AND FRONT
	VIEW IT APPEARS THERE WILL BE TO INDEPENDENT HOSE BIBBS
	WHERE WATER CANNOT MIX AS IF IT WERE GOING THROUGH A
	MIXING VALVE, WATER HOTTER THAN 140 DEGREES WILL NEED
	TO COMPLY WITH:
	2010 FBC-P 701.7 CONNECTIONS.
	DIRECT CONNECTION OF A STEAM EXHAUST, BLOWOFF OR DRIP
	PIPE SHALL NOT BE MADE WITH THE BUILDING DRAINAGE
	SYSTEM. WASTEWATER WHEN DISCHARGED INTO THE BUILDING
	DRAINAGE SYSTEM SHALL BE AT A TEMPERATURE NOT HIGHER
	THAN 140?F (60?C). WHEN HIGHER TEMPERATURES EXIST,
	APPROVED COOLING METHODS SHALL BE PROVIDED.

	5B) SHEET P1.02 LEVEL 1 AREA Q2, NOTE# 21 INDICATES A
	NEW 750 GALLON CONCRETE VAULT TYPE GREASE INTERCEPTOR,
	NOTE 36 SEE SHEET P3.01D FOR THE CONTINUATION OF GREASY
	WASTE. PLEASE PROVIDE THE SIZING CALCULATIONS FOR THE
	CONCRETE VAULT TYPE GREASE INTERCEPTOR,
	SIZING IS TO BE IN ACCORDANCE WITH 2010 FBC-P SECTION
	1003.5.1 AND TABLE 1003.5.1.

	5C) SHEET P1.02 LEVEL 1 AREA Q2, NOTES 22-25 DEALS WITH
	FUEL LINES, PLEASE NOTE DIRECTLY ABOVE THE NEXT STORY
	IS THE DIESEL EMERGENCY GENERATOR. DIESEL, FUEL TANKS
	AND ASSOCIATED LINES WILL BE REVIEWED BY THE MECHANICAL
	REVIEWER AND INSPECTED BY THE MECHANICAL INSPECTOR.
	DETAIL P4.04.

	6) SHEET P1.03 LEVEL 1 AREA Q3. SHEET P1.03 LEVEL 1
	AREA Q3, NOTE# 01 INDICATES A NEW 1,250 GALLON CONCRETE
	VAULT TYPE GREASE INTERCEPTOR, NOTE REFERS TO SHEET
	P4.03 THE GREASE INTERCEPTOR DETAIL. SHEET P3.00
	INDICATES 132 FU DRAINING INTO THE GREASE INTERCEPTOR.
	IF SIZING USING TABLE 1003.3.4.1 THIS TABLE IS TO BE
	USED WHEN THE DESIGN IS FOR HYDRO MECHANICAL GREASE
	INTERCEPTORS.
	PLEASE PROVIDE THE SIZING CALCULATIONS FOR THE CONCRETE
	VAULT TYPE GREASE INTERCEPTOR, SIZING IS TO BE IN
	ACCORDANCE WITH 2010 FBC-P SECTION 1003.5.1 AND TABLE
	1003.5.1.

	7) SHEET P1.04 LEVEL 1 AREA Q4. KITCHEN 105 , NO GREASY
	WASTE IS SHOWN ON THE PLANS, NOTE # 15 INDICATES SEE
	P2.04 FOR CONTINUATION. THIS SHEET IS A EQUIPMENT
	SCHEDULE, PLEASE PROVIDE A GREASY WASTE ISOMETRIC OR
	WHERE TO LOCATE SUCH PLANS. PLEASE PROVIDE THE SIZING
	CALCULATIONS FOR THE CONCRETE VAULT TYPE GREASE
	INTERCEPTOR, SIZING IS TO BE IN ACCORDANCE WITH 2010
	FBC-P SECTION 1003.5.1 AND TABLE 1003.5.1.

	8) SHEET P1.06 NOTE # 15 INDICATES 3 ELECTRIC WATER
	HEATERS FOR USE IN THE KITCHEN THIS IS REVISION 4.5 IS
	THIS PART OF A REVISION FOUND IN THE GAS PLAN REVISION
	3.5 WHERE THERE IS A DISCREPANCY IN THE AMOUNT OF
	BOILERS FOR THE KITCHEN AND BTU'S.

	9) SHEET P3.04 RWL # 2. WITH THE 4 " ROOF DRAIN 1106 S.
	F. BEING ADDED TO THE HORIZONTAL LOAD OF2597 SQ FT
	TABLE 1106.3/ 1 % SLOPE . WILL REQUIRE 5 " HORIZONTAL
	DRAIN PIPE. WHEN 4 " RD 739 S F IS ADDED, THE LOAD IS
	3336 S F / 1 % SLOPE, A 6 IN HORIZONTAL PIPE WILL BE
	REQUIRED.

	10) SHEET P3.05:
	10A) SHEET P3.05 (MARK UP # 1) THE COMBINED SQUARE
	FOOTAGE OF RWL 15 & 16 = 1748 OVER THE 1652 SQ FT @ 4.5
	IN/ 100 YR RAIN OF 1652 IF USING 1% SLOPE? SLOPE NOT
	INDICATED. 2010 FBC-P TABLE 1106.3.

	10B) SHEET P3.05 (MARK UP # 2) THE COMBINED SQUARE
	FOOTAGE OF RWL UNKNOWN NOT MARKED & 17 = 2254 OVER THE
	1652 SQ FT @ 4.5 IN/ 100 YR RAIN OF 1652 IF USING 1%
	SLOPE? SLOPE NOT INDICATED. 2010 FBC-P TABLE 1106.3.

	11) SHEET P3.09 (MARK UP # 1) THE 2 X 770 S F= 1540 S F
	+ 603 S F+2143 SQ FT, OVER THE ALLOWED 1652 SQ FT @ 4.5
	IN/ 100 YR RAIN OF 1652 IF USING 1% SLOPE? SLOPE NOT
	INDICATED. 2010 FBC-P TABLE 1106.3.

	12) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
	COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
	THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	2	Status	P	Date	2014-08-22			Cont ID
Sent By	skennedy			Date	2014-08-22	Time	11:31	Rev Time	0.00
Received By	skennedy			Date		Time		Sent To

Notes

***NONE***

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	F	Date	2014-08-21			Cont ID
Sent By	skennedy			Date	2014-08-21	Time	09:11	Rev Time	0.00
Received By	skennedy			Date	2014-08-19	Time	14:17	Sent To

Notes

2014-08-21 09:26:23	1ST REVIEW; FBC 2010:

	THE SIGNATURE REPORT FOR ANDREW P SULLIVAN IS MISSING
	THE FILE NAME FOR THE FOLLOWING PAGES:
	501, 502, 505, 508, 510, 512, 513, 514, 515, 516, 517,
	518, 520, 532, 555, 556, 557, 559, 560, 561, 568, 569,
	570, 573, 574, 576, 580, 582, 585, 586, 591, 592, 594,
	596, & 597.

	THE SIGNATURE REPORT FOR STEVEN FELLER IS MISSING THE
	FILE NAME FOR THE FOLLOWING PAGES:
	600, 601, 608, 616, 618-624, 627, 629, 701, 708-714,
	717-721, 733, 734, 737, 740, 756-762, 769, 806,
	817-823, 826, 828, 830, 834, 836-838, 840, 841.

	THE SIGNATURE REPORT FOR MICHAEL SPRUCE IS MISSING
	MULTIPLE PAGES:

	THE SIGNATURE REPORT FOR THE SURVEYS IS MISSING.

	SPOKE TO ALDOPHO REYNA. HE WILL SUPPLY MISSING PEDDS.

	STEVEN KENNEDY, CBO
	CHIEF PLANS EXAMINER
	(561) 805-6710
	[email protected]

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2014-08-20			Cont ID
Sent By	eschneid			Date	2014-08-20	Time	11:32	Rev Time	1.50
Received By	eschneid			Date	2014-08-20	Time	11:32	Sent To

Notes

2014-08-20 11:32:28	PASSED W/PROVISOS

	1) PROVISO: THE FOLLOWING CONDITION WAS LISTED IN
	RESOLUTION NO. 329-13 AS REQUIRED PRIOR TO THE ISSUANCE
	OF THE FIRST BUILDING PERMIT IN ORDER TO ADDRESS
	PERMANENT CONSTRUCTION ACROSS THE PROPERTY LINE. THE
	BUILDING OFFICIAL HAS DETERMINED THAT THE CURRENT
	TEMPORARY CONSTRUCTION EASEMENT WILL SUFFICE FOR
	BUILDING PERMIT TO BE ISSUED; HOWEVER, HE HAS STATED
	THAT THE PERMANENT INSTRUMENT SHALL BE RECORDED IN
	ACCORDANCE WITH THE CONDITION (A. BELOW) PRIOR TO
	ISSUANCE OF THE CO OR TCO, OR THE CONNECTOR BETWEEN THE
	HOTEL AND THE CONVENTION CENTER AND ANY OTHER
	STRUCTURES OR SYSTEMS THAT CROSS THE SHARED PROPERTY
	LINE SHALL BE REMOVED.

	A. PRIOR TO THE ISSUANCE OF THE SPECIFIC BUILDING
	PERMIT FOR STRUCTURES OR SYSTEMS THAT CROSS THE SHARED
	PROPERTY LINE WITH THE PALM BEACH COUNTY CONVENTION
	CENTER PARCEL, TO INCLUDE WALKWAY CONNECTIONS, THE
	POOL, POOL DECK, POOL EQUIPMENT, IRRIGATION LINES,
	ETC., THE APPLICANT SHALL RECORD IN THE PUBLIC RECORD A
	UNITY OF TITLE, UNITY OF CONTROL, A RESTRICTIVE
	COVENANT, IN LIEU OF UNITY OF TITLE, OR OTHER
	APPROPRIATE INSTRUMENT, AS APPROVED BY THE OFFICE OF
	THE CITY ATTORNEY, TO ADDRESS THE HOTEL STRUCTURES OR
	SYSTEMS THAT ARE ON THE CONVENTION CENTER PARCEL OR
	WHICH CROSS THE SHARED PROPERTY LINE.

	2) THE FOLLOWING CONDITIONS WERE LISTED IN RESOLUTION
	NO. 329-13 AS REQUIRED PRIOR TO THE ISSUANCE OF THE
	FIRST BUILDING PERMIT FOR VERTICAL CONSTRUCTION;
	HOWEVER, UPON ENGINEERING SERVICES DEPARTMENT AND CITY
	SURVEYOR REVIEW OF THE PROJECT AND RELATED PLANS, IT
	HAS BEEN DETERMINED THAT THESE CONDITIONS SHALL BE
	ADDRESSED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF
	OCCUPANCY.

	A. PROVISO: RECORD EASEMENTS IN FAVOR OF THE CITY FOR
	ANY PUBLIC SIDEWALKS OR UTILITIES ON THE HOTEL OR
	PARKING STRUCTURE PARCELS. ****FINAL EASEMENT LOCATIONS
	WILL BE BASED ON THE AS BUILT SURVEY OF THE SITE.****

	B. PROVISO: SECURE A RIGHT-OF-WAY PERMIT FROM THE CITY
	FOR THE RECONFIGURATION OF THE MEDIANS AND INSTALLATION
	OF LANDSCAPE MATERIAL WITHIN THE FLORIDA AVENUE
	RIGHT-OF-WAY. AS PART OF THE RECONFIGURATION OF THE
	MEDIANS, THE APPLICANT SHALL INSTALL APPROPRIATE
	SIGNAGE TO WARN MOTORISTS OF THE MID-BLOCK PEDESTRIAN
	CROSSING ON FLORIDA AVENUE IN ACCORDANCE WITH THE
	LATEST VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
	DEVICES (MUTCD). ****THE ENGINEERING SERVICES
	DEPARTMENT HAS DETERMINED THAT IT IS TOO PREMATURE TO
	ISSUE A RIGHT-OF-WAY PERMIT SINCE THE ACTUAL
	RIGHT-OF-WAY WORK IS NOT SET TO BEGIN UNTIL THE
	CONSTRUCTION IS FURTHER ALONG.****

	3) PROVISO: AS PART OF A PERMIT REVISION PRIOR TO THEIR
	INSTALLATION, PROVIDE SHEET E6.02, THE FIXTURE SHEET
	WHICH SHOWS THE SPECIFIC LIGHTING WHICH WILL BE
	PROVIDED FOR THE ART NICHES. THIS SHEET IS REFERENCED
	AS INCLUDED, BUT IS NOT ON THE ELECTRONIC UPLOAD. ALSO,
	PLEASE INCLUDE THE SPEC SHEET.

	4) PROVISO: PRIOR TO THE FIRST INSPECTION, THE
	ARCHITECTURAL FLOOR PLAN SHEETS (A3.** SERIES) WHICH DO
	NOT MATCH THE ELEVATIONS AND SHOW THE SOUTHERN WINDOWS
	SHALL BE EITHER CORRECTED OR REMOVED FROM THE PERMIT
	RECORD DRAWINGS (ANY INFORMATION SHALL BE TRANSFERRED
	TO DRAWINGS WHICH REMAIN) SO THAT THERE IS NO FURTHER
	CONFUSION AS TO WHICH FLOOR PLAN DESIGNS APPLY. THE
	A4.** SERIES FLOOR PLANS SHOW THE INFORMATION CORRECTLY
	AND HAVE BEEN STAMPED BY ZONING.

	5) PROVISO: PRIOR TO FIRST INSPECTION, THE DATA ON
	SHEET A0.03 SHALL BE REVISED TO BE CORRECT AND TO MATCH
	THE MINOR AMENDMENT DATA.

	6) PROVISO: SHEET A3.01 SHOWS DIFFERENT SQUARE FOOTAGE
	NUMBERS FOR THE PUBLIC AREAS (RESTAURANT, BAR, ETC.)
	THAN ON THE SUBMITTED MINOR AMENDMENT AND THE LIFE
	SAFETY PLAN (SHEET A2.02). ADDITIONALLY, NO SQUARE
	FOOTAGE IS PROVIDED FOR THE MARKET. PRIOR TO FIRST
	INSPECTION, THE PLANS SHALL BE REVISED WITH ALL THE
	NUMBERS SHOWN AND BE CONSISTENT AMONG ALL PLANS.

	7) PRIOR TO C.O., SEPARATE PERMITS, WITH PLANS, ARE
	REQUIRED FOR THE FOLLOWING ITEMS. THE VALUE OF THE WORK
	SHALL BE SUBMITTED WITH EACH PERMIT AND NOT THE MAIN
	PERMIT. FULL ZONING REVIEW WILL OCCUR UPON SUBMITTAL OF
	THE SEPARATE PERMITS PLANS.

	A. SITE FURNITURE THAT WILL BE PERMANENTLY AFFIXED TO
	THE GROUND (EX. TRASH CANS, BENCHES, FIRE PIT, ETC.)
	STAFF HAS REVIEWED THE LOCATIONS OF THE SITE FURNITURE
	AND THEY COMPLY WITH THE APPROVED SITE PLAN.
	B. SITE LIGHTING
	C. BICYCLE RACKS
	D. ENTRY DRIVE - A RIGHT-OF-WAY PERMIT IS REQUIRED FOR
	THE CONNECTION TO FLORIDA AVENUE.
	E. CIVIL PLANS AND RIGHT-OF-WAY PERMIT (THROUGH
	ENGINEERING SERVICES)
	F. SIGNS - SEE COMMENT 10 FOR ADDITIONAL INFORMATION.
	G. POOL, SPA AND POOL DECK H
	H. FENCES/GATES - THE OVERALL HEIGHT OF THE
	FENCE/RETAINING WALL/COLUMNS MAY NOT EXCEED EIGHT (8)
	FEET IN HEIGHT WHEN MEASURED ON THE EXTERIOR SIDE
	(CONVENTION CENTER SIDE) FROM GRADE. DIMENSIONS WERE
	NOT PROVIDED.
	I. CABANAS, INCLUDING THE TOWEL ISSUE CABANA
	J. SUN SHADE
	K. FOUNTAIN WALL
	L. SIDEWALKS, COVERED WALKWAY AND OTHER ITEMS WHOLLY ON
	THE CONVENTION CENTER PARCEL.
	M. IRRIGATION PERMIT

	8) ADDITIONAL COMMENTS MAY BE GENERATED BASED ON THE
	RESUBMITTAL AND THE FULL ZONING REVIEW OF THE PLANS
	SUBMITTED WITH THE SEPARATE PERMITS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2014-08-12			Cont ID
Sent By	eschneid			Date	2014-08-12	Time	16:24	Rev Time	8.00
Received By	eschneid			Date	2014-08-04	Time	08:03	Sent To

Notes

2014-08-04 08:03:53	FAILED

	PLEASE PROVIDE WRITTEN RESPONSES TO THE COMMENTS.

	1) THE FOLLOWING CONDITION WAS LISTED IN RESOLUTION NO.
	329-13 AS REQUIRED PRIOR TO THE ISSUANCE OF THE FIRST
	BUILDING PERMIT IN ORDER TO ADDRESS PERMANENT
	CONSTRUCTION ACROSS THE PROPERTY LINE. THE BUILDING
	OFFICIAL HAS DETERMINED THAT THE CURRENT TEMPORARY
	CONSTRUCTION EASEMENT WILL SUFFICE FOR BUILDING PERMIT
	TO BE ISSUED; HOWEVER, HE HAS STATED THAT THE PERMANENT
	INSTRUMENT SHALL BE RECORDED IN ACCORDANCE WITH THE
	CONDITION PRIOR TO ISSUANCE OF THE CO OR TCO, OR THE
	CONNECTOR BETWEEN THE HOTEL AND THE CONVENTION CENTER
	AND ANY OTHER STRUCTURES OR SYSTEMS THAT CROSS THE
	SHARED PROPERTY LINE SHALL BE REMOVED.

	A. PRIOR TO THE ISSUANCE OF THE SPECIFIC BUILDING
	PERMIT FOR STRUCTURES OR SYSTEMS THAT CROSS THE SHARED
	PROPERTY LINE WITH THE PALM BEACH COUNTY CONVENTION
	CENTER PARCEL, TO INCLUDE WALKWAY CONNECTIONS, THE
	POOL, POOL DECK, POOL EQUIPMENT, IRRIGATION LINES,
	ETC., THE APPLICANT SHALL RECORD IN THE PUBLIC RECORD A
	UNITY OF TITLE, UNITY OF CONTROL, A RESTRICTIVE
	COVENANT, IN LIEU OF UNITY OF TITLE, OR OTHER
	APPROPRIATE INSTRUMENT, AS APPROVED BY THE OFFICE OF
	THE CITY ATTORNEY, TO ADDRESS THE HOTEL STRUCTURES OR
	SYSTEMS THAT ARE ON THE CONVENTION CENTER PARCEL OR
	WHICH CROSS THE SHARED PROPERTY LINE.

	2) THE FOLLOWING CONDITIONS WERE LISTED IN RESOLUTION
	NO. 329-13 AS REQUIRED PRIOR TO THE ISSUANCE OF THE
	FIRST BUILDING PERMIT FOR VERTICAL CONSTRUCTION;
	HOWEVER, UPON ENGINEERING SERVICES DEPARTMENT AND CITY
	SURVEYOR REVIEW OF THE PROJECT AND RELATED PLANS, IT
	HAS BEEN DETERMINED THAT THESE CONDITIONS SHALL BE
	ADDRESSED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF
	OCCUPANCY.

	A. RECORD EASEMENTS IN FAVOR OF THE CITY FOR ANY PUBLIC
	SIDEWALKS OR UTILITIES ON THE HOTEL OR PARKING
	STRUCTURE PARCELS. ****FINAL EASEMENT LOCATIONS WILL BE
	BASED ON THE AS BUILT SURVEY OF THE SITE.****

	B. SECURE A RIGHT-OF-WAY PERMIT FROM THE CITY FOR THE
	RECONFIGURATION OF THE MEDIANS AND INSTALLATION OF
	LANDSCAPE MATERIAL WITHIN THE FLORIDA AVENUE
	RIGHT-OF-WAY. AS PART OF THE RECONFIGURATION OF THE
	MEDIANS, THE APPLICANT SHALL INSTALL APPROPRIATE
	SIGNAGE TO WARN MOTORISTS OF THE MID-BLOCK PEDESTRIAN
	CROSSING ON FLORIDA AVENUE IN ACCORDANCE WITH THE
	LATEST VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
	DEVICES (MUTCD). ****THE ENGINEERING SERVICES
	DEPARTMENT HAS DETERMINED THAT IT IS TOO PREMATURE TO
	ISSUE A RIGHT-OF-WAY PERMIT SINCE THE ACTUAL
	RIGHT-OF-WAY WORK IS NOT SET TO BEGIN UNTIL THE
	CONSTRUCTION IS FURTHER ALONG.****

	3) REPEAT COMMENT: LIGHTING SHALL BE PROVIDED FOR THE
	ART NICHES. WHILE A NOTE WAS ADDED TO THE ENLARGED
	ELEVATIONS REFERRING TO THE ELECTRICAL DRAWINGS FOR THE
	LIGHTING IN THE NICHES, THE REVIEWER IS UNABLE TO
	LOCATE THE LIGHTING ON THE ELECTRICAL DRAWINGS. PLEASE
	CLEARLY IDENTIFY ON WHAT SHEETS THE LIGHTING DETAILS
	ARE LOCATED.

	4) PARTIAL REPEAT COMMENT: THE FLOOR PLANS FAIL TO SHOW
	THE NEW GLAZING AND ARCHITECTURAL DETAILS ON THE
	SOUTHERN ELEVATION OF THE TOWER THAT WAS SHOWN ON THE
	MINOR AMENDMENT AND THE REVISED ELEVATIONS. EXAMPLE
	HALLWAY AND END ROOMS DO NOT HAVE WINDOWS.

	5) DATA ON SHEET A0.03 SHALL BE REVISED TO MATCH THE
	MINOR AMENDMENT DATA.

	6) SHEET A3.01 SHOWS DIFFERENT SQUARE FOOTAGE NUMBERS
	FOR THE PUBLIC AREAS (RESTAURANT, BAR, ETC.) THAT ON
	THE SUBMITTED MINOR AMENDMENT AND THE LIFE SAFETY PLAN
	(SHEET A2.02). ADDITIONALLY, NO SQUARE FOOTAGE IS
	PROVIDED FOR THE MARKET. THE NUMBERS SHALL BE SHOWS AND
	BE CONSISTENT AMONG ALL PLANS.

	7) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
	FOLLOWING ITEMS. THE VALUE OF THE WORK SHALL BE
	SUBMITTED WITH EACH PERMIT AND NOT THE MAIN PERMIT.
	FULL ZONING REVIEW WILL OCCUR UPON SUBMITTAL OF THE
	SEPARATE PERMITS PLANS.

	A. SITE FURNITURE THAT WILL BE PERMANENTLY AFFIXED TO
	THE GROUND (EX. TRASH CANS, BENCHES, FIRE PIT, ETC.)
	STAFF HAS REVIEWED THE LOCATIONS OF THE SITE FURNITURE
	AND THEY COMPLY WITH THE APPROVED SITE PLAN.
	B. SITE LIGHTING
	C. BICYCLE RACKS
	D. ENTRY DRIVE - A RIGHT-OF-WAY PERMIT IS REQUIRED FOR
	THE CONNECTION TO FLORIDA AVENUE.
	E. CIVIL PLANS AND RIGHT-OF-WAY PERMIT (THROUGH
	ENGINEERING SERVICES)
	F. SIGNS - SEE COMMENT 10 FOR ADDITIONAL INFORMATION.
	G. POOL, SPA AND POOL DECK H
	H. FENCES/GATES - THE OVERALL HEIGHT OF THE
	FENCE/RETAINING WALL/COLUMNS MAY NOT EXCEED EIGHT (8)
	FEET IN HEIGHT WHEN MEASURED ON THE EXTERIOR SIDE
	(CONVENTION CENTER SIDE) FROM GRADE. DIMENSIONS WERE
	NOT PROVIDED.
	I. CABANAS, INCLUDING THE TOWEL ISSUE CABANA
	J. SUN SHADE
	K. FOUNTAIN WALL
	L. SIDEWALKS, COVERED WALKWAY AND OTHER ITEMS WHOLLY ON
	THE CONVENTION CENTER PARCEL.
	M. IRRIGATION PERMIT

	8) ADDITIONAL COMMENTS MAY BE GENERATED BASED ON THE
	RESUBMITTAL AND THE FULL ZONING REVIEW OF THE PLANS
	SUBMITTED WITH THE SEPARATE PERMITS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.





2014-07-01 12:59:06	7/1/14 ZONING SENT TO ES. SG

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2014-06-09			Cont ID
Sent By	eschneid			Date	2014-06-09	Time	10:23	Rev Time	8.00
Received By	eschneid			Date	2014-06-09	Time	10:23	Sent To

Notes

2014-06-09 11:20:28	FAILED

	PLEASE PROVIDE WRITTEN RESPONSES TO THE COMMENTS.

	1) THE FOLLOWING ITEMS REQUIRED BY RESOLUTION NO.
	329-13 HAVE NOT BEEN MET.

	A. PRIOR TO THE ISSUANCE OF THE SPECIFIC BUILDING
	PERMIT FOR STRUCTURES OR SYSTEMS THAT CROSS THE SHARED
	PROPERTY LINE WITH THE PALM BEACH COUNTY CONVENTION
	CENTER PARCEL, TO INCLUDE WALKWAY CONNECTIONS, THE
	POOL, POOL DECK, POOL EQUIPMENT, IRRIGATION LINES,
	ETC., THE APPLICANT SHALL RECORD IN THE PUBLIC RECORD A
	UNITY OF TITLE, UNITY OF CONTROL, A RESTRICTIVE
	COVENANT, IN LIEU OF UNITY OF TITLE, OR OTHER
	APPROPRIATE INSTRUMENT, AS APPROVED BY THE OFFICE OF
	THE CITY ATTORNEY, TO ADDRESS THE HOTEL STRUCTURES OR
	SYSTEMS THAT ARE ON THE CONVENTION CENTER PARCEL OR
	WHICH CROSS THE SHARED PROPERTY LINE.

	B. PRIOR TO THE ISSUANCE OF THE FIRST BUILDING PERMIT
	FOR VERTICAL CONSTRUCTION, THE APPLICANT SHALL:

	I. SUBMIT A MINOR AMENDMENT SHOWING THE LOCATIONS OF
	THE STREET LIGHTS AND THE PEDESTRIAN SCALE LIGHTING.
	THE MINOR AMENDMENT SHALL SHOW THAT THE STREET LIGHTS
	MEET THE DOWNTOWN MASTER PLAN SPECIFICATIONS AND SHALL
	SPECIFY AND PROVIDE DETAILS OF THE LIGHTING FIXTURES
	USED FOR THE PEDESTRIAN SCALE LIGHTING. NO LIGHTING
	SHALL CONFLICT WITH PROPOSED LANDSCAPE.

	II. RECORD EASEMENTS IN FAVOR OF THE CITY FOR ANY
	PUBLIC SIDEWALKS OR UTILITIES ON THE HOTEL.

	III. SECURE A RIGHT-OF-WAY PERMIT FROM THE CITY FOR THE
	RECONFIGURATION OF THE MEDIANS AND INSTALLATION OF
	LANDSCAPE MATERIAL WITHIN THE FLORIDA AVENUE
	RIGHT-OF-WAY. AS PART OF THE RECONFIGURATION OF THE
	MEDIANS, THE APPLICANT SHALL INSTALL APPROPRIATE
	SIGNAGE TO WARN MOTORISTS OF THE MID-BLOCK PEDESTRIAN
	CROSSING ON FLORIDA AVENUE IN ACCORDANCE WITH THE
	LATEST VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
	DEVICES (MUTCD).

	IV. THE LANDSCAPE PLANS SHALL BE SUBMITTED AS A
	LANDSCAPE PERMIT AND INCLUDE THE NOTATION AND DETAILS
	THAT ROOT BARRIERS AND STRUCTURAL SOILS SHALL BE USED
	FOR ALL THE OAK TREE PLANTINGS IN SIDEWALK CUTOUTS OR
	WITHIN CLOSE PROXIMITY TO SIDEWALKS TO ENSURE PROPER
	ROOT GROWTH WHILE LIMITING THE POTENTIAL FOR ROOT
	DAMAGE.

	2) THE SITE LAYOUT, INCLUDING THE ELEVATIONS, HAS
	CHANGED. SUBMIT A MINOR PLANNED DEVELOPMENT AMENDMENT
	TO THE PLANNING DIVISION FOR REVIEW WHICH SHOWS THE
	PROPOSED CHANGES.

	3) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
	FOLLOWING ITEMS. THE VALUE OF THE WORK SHALL BE
	SUBMITTED WITH EACH PERMIT AND NOT THE MAIN PERMIT.
	FULL ZONING REVIEW WILL OCCUR UPON SUBMITTAL OF THE
	SEPARATE PERMITS PLANS.

	A. SITE FURNITURE THAT WILL BE PERMANENTLY AFFIXED TO
	THE GROUND (EX. TRASH CANS, BENCHES, FIRE PIT, ETC.)
	STAFF HAS REVIEWED THE LOCATIONS OF THE SITE FURNITURE
	AND THEY COMPLY WITH THE APPROVED SITE PLAN.
	B. SITE LIGHTING - SEE COMMENT 1)B.I FOR ADDITIONAL
	APPLICATION REQUIREMENTS.
	C. BICYCLE RACKS
	D. LANDSCAPE - LANDSCAPE IN THE RIGHT-OF-WAY REQUIRES A
	RIGHT-OF-WAY PERMIT.
	E. ENTRY DRIVE - A RIGHT-OF-WAY PERMIT IS REQUIRED FOR
	THE CONNECTION TO FLORIDA AVENUE.
	F. CIVIL PLANS AND RIGHT-OF-WAY PERMIT (THROUGH
	ENGINEERING SERVICES)
	G. SIGNS - SEE COMMENT 10 FOR ADDITIONAL INFORMATION.
	H. POOL, SPA AND POOL DECK - SEE COMMENT 1
	I. FENCES/GATES - SEE COMMENT 1 - THE OVERALL HEIGHT OF
	THE FENCE/RETAINING WALL/COLUMNS MAY NOT EXCEED SIX (6)
	FEET IN HEIGHT WHEN MEASURED ON THE EXTERIOR SIDE
	(CONVENTION CENTER SIDE) FROM GRADE. DIMENSIONS WERE
	NOT PROVIDED. SHEET LS505 AND LS506. (LS101H)
	J. CABANAS - SEE COMMENT 1
	K. SUN SHADE
	L. FOUNTAIN WALL - SEE COMMENT 1
	M. SIDEWALKS, COVERED WALKWAY AND OTHER ITEMS WHOLLY ON
	THE CONVENTION CENTER PARCEL.

	4) THE ELEVATION DRAWINGS TO NOT SHOW THE FULL
	CONVENTION CENTER CONNECTOR (APPEARS THAT PLAN LAYERS
	WHERE NOT TURNED ON).

	5) THE SOUTH FACADE FOR FLOORS 3-10, AT THE END OF THE
	CORRIDOR, MAY NOT BE A BLANK FACADE. THE CITY
	COMMISSION APPROVED PLANS SHOW WINDOWS AND A WALL THAT
	IS NOT FLAT AT THIS LOCATION.

	6) THERE IS SOME EQUIPMENT SHOWN PROJECTING ABOVE THE
	ROOF PARAPET ON THE ELEVATIONS. PER THE CITYPLACE DRI,
	ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE SCREENED.

	7) THE DETAIL TAG FOR THE POOL GATE D1 LS509 (NORTHERN
	GATE) LEADS TO THE DETAIL ON SHEET LS509 WHICH DOES NOT
	MATCH THE GATE IN PLAN VIEW ON SHEET LS103.

	8) ADD THE NOTE TO THE EAST ELEVATION REFERENCING THAT
	THERE WILL BE ART LOCATED IN THE NICHES, PER THE PLANS
	APPROVED BY RESOLUTION NO. 329-13.

	9) LIGHTING SHALL BE PROVIDED FOR THE ART NICHES.

	10) CHANGE ALL REFERENCE TO THE CORNER SIGN (RELOCATED
	MONUMENT SIGN) TO STATE THE APPROVED SIZE FROM
	RESOLUTION NO. 329-11, AS STATED BELOW:

	A. THE CORNER SIGN SHALL CONTAIN A MAXIMUM TOTAL OF 240
	SQUARE FEET IN AREA (120 SQUARE FEET MAXIMUM PER FACE).

	B. THE CORNER SIGN SHALL BE NO GREATER THAN TWELVE (12)
	FEET IN HEIGHT AND TEN (10) FEET IN WIDTH.

	11) ADDITIONAL COMMENTS MAY BE GENERATED BASED ON THE
	RESUBMITTAL AND THE FULL ZONING REVIEW OF THE PLANS
	SUBMITTED WITH THE SEPARATE PERMITS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.

2014-05-06 14:24:20	5/6/14