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Plan Review Details - Permit 14061217

Plan Review Stops For Permit 14061217

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2016-03-24			Cont ID
Sent By	jwitmer			Date	2016-03-24	Time	09:32	Rev Time	0.00
Received By	jwitmer			Date	2016-03-22	Time	10:01	Sent To

Notes

2016-03-24 09:32:52	BUILDING PLAN REVIEW
	PERMIT: 14061217
	ADD: 335 CLEMATIS ST
	CONT: TBD
	TEL: (561)856-6655/ NEYITA

	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.

	3RD REVIEW
	DATE: TUES. MARCH 22/ 2016
	ACTION: DENIED

	1) PROVISO: THE SURVEY INDICATES THE PROPOSED BUILDING
	WILL PROVIDE A REPLAT BEFORE PERMIT ISSUANCE.

	2) THRESHOLD BUILDINGS.

	2A) COMPLIED, 109.3.6.1 SUBMITTED A WRITTEN THRESHOLD
	PLAN.

	2B) COMPLIED.

	2C) 3RD REQUEST. THRESHOLD INSPECTOR: WPB AMENDMENT
	109.3.6.2 W.P.B. CONSTRUCTION SERVICES DEPARTMENT
	REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
	REQUIRED BY FL S S 553.79(5) FLORIDA STATUTES TO THE
	MINIMUM INSPECTIONS REQUIRED BY THIS CODE. THE
	THRESHOLD AGREEMENT FORMS MUST BE SIGNED BY ALL
	INTERESTED PARTIES AND RETURNED TO THE BUILDING
	DEPARTMENT BEFORE PERMIT ISSUANCE. . CONTACT KEN CONRAD
	MANAGER OF THE SPECIAL INSPECTOR PROGRAM AT
	(561)805-6666 OR E-MAIL: [email protected] FOR FURTHER
	INFORMATION.

	2D) 3RD REQUEST. FOR THE SPECIAL INSPECTOR PLEASE
	PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
	PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL
	CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL
	OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE
	RESUME' IS REVIEWED, AN INTERVIEW WILL BE REQUIRED.

	2E) 3RD REQUEST. THE CONTRACTOR OF RECORD WILL PRODUCE
	A JOB SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
	THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
	CONRAD: [email protected]

	2F) NOTICE ONLY, NO ACTION REQUIRED BY ARCHITECT.
	PLEASE CALL THE CITY OF WEST PALM BEACHES? AUTOMATED
	TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
	IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
	INSPECTIONS.

	2G) NOTICE ONLY, NO ACTION REQUIRED BY ARCHITECT.
	109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR
	THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER HAS
	REQUIRED ON THE PLANS OR SPECIFICATIONS ONE MATERIAL,
	APPROVED FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND
	CEILINGS.

	3-4) COMPLIED.

	5) 3RD REQUEST. ONLY ONE SIGNED & SEALED SOILS REPORT
	SUBMITTED THIS REVIEW, 2 ADDITIONAL SIGNED & SEALED
	ORIGINAL REPORTS ARE STILL REQUIRED. ARDAMAN &
	ASSOCIATES SUBSURFACE AND GEOTECHNICAL ENGINEERING
	EVALUATION REPORT DATED MAY 14/ 2014.
	5A) THE GEOTECHNICAL REPORT RECOMMENDS THE 14 INCH
	DIAMETER AUGER CAST PILE BE DRILLED TO A DEPTH OF 48
	FEET. THE 2010 FBC-B 1810. 3.5.2.2 UNCASED CAST IN
	PLACE DEEP FOUNDATIONS THE LENGTH SHALL NOT EXCEED 30
	TIMES THE AVERAGE DIAMETER OR APPROXIMATELY 35 FEET.
	THE EXCEPTION: THE LENGTH OF THE ELEMENT IS PERMITTED
	TO EXCEED 30 TIMES THE DIAMETER, PROVIDED THE DESIGN
	AND INSTALLATION OF THE DEEP FOUNDATIONS ARE UNDER THE
	DIRECT SUPERVISION OF A REGISTERED DESIGN PROFESSIONAL
	KNOWLEDGEABLE IN THE FIELD OF SOIL MECHANICS AND DEEP
	FOUNDATIONS. THE REGISTERED DESIGN PROFESSIONAL SHALL
	SUBMIT A REPORT TO THE BUILDING OFFICIAL STATING THAT
	THE ELEMENTS WERE INSTALLED IN COMPLIANCE WITH THE
	APPROVED CONSTRUCTION DOCUMENTS.

	5B) PLEASE PROVIDE WHAT GEOTECHNICAL ENGINEER WILL BE
	SUPERVISING AND MONITORING THE INSTALLATION OF THE
	AUGER CAST TEST PILE AS WELL AS THE PRODUCTION PILE.
	107.2.1.3 ADDITIONAL INFORMATION REQUIRED.

	5C) WILL THERE BE A SPECIALTY PILE CONTRACTOR
	INSTALLING THE 14 INCH DIAMETER AUGER CAST PILE. THE
	PILE CONTRACTOR SHOULD BE RESPONSIBLE FOR DESIGNING,
	AND INSTALLING THE TEST ASSEMBLY AND PROVIDE A RECENTLY
	CALIBRATED HYDRAULIC JACK. THE CONTRACTOR?S DESIGN AND
	CALIBRATION OF THE TEST EQUIPMENT SHALL BE SUBMITTED TO
	THE GEOTECHNICAL ENGINEER FOR REVIEW AND APPROVAL.





	6) COMPLIED.

	7) SHEET A1.00 LIFE SAFETY SHEET:
	7A-F) COMPLIED.

	7G) PROVISO: APPROVED BY FIRE CHIEF PROVIDED THAT THE
	EQUIPMENT FITS DOES NOT MEET THE SIZE REQUIREMENTS OF
	911.1.3.THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
	COMPLIANCE WITH [F] 403.4.5 FIRE COMMAND. A FIRE
	COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
	PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.

	7H-O) COMPLIED.


	7P)PROVISO, COMPLIED REPEAT 7G.

	7Q)3RD REQUEST. 2010FBC-B MISSING INFORMATION: 403.6
	ELEVATORS. ELEVATOR INSTALLATION AND OPERATION IN
	HIGH-RISE BUILDINGS SHALL COMPLY WITH CHAPTER 30 AND
	SECTIONS 403.6.1 AND 403.6.2.

	403.6.1 FIRE SERVICE ACCESS ELEVATOR. IN BUILDINGS WITH
	AN OCCUPIED FLOOR MORE THAN 120 FEET (36 576 MM) ABOVE
	THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, A
	MINIMUM OF ONE FIRE SERVICE ACCESS ELEVATOR SHALL BE
	PROVIDED IN ACCORDANCE WITH SECTION 3007.

	3007.4 FIRE SERVICE ACCESS ELEVATOR LOBBY. THE FIRE
	SERVICE ACCESS ELEVATOR SHALL OPEN INTO A FIRE SERVICE
	ACCESS ELEVATOR LOBBY IN ACCORDANCE WITH SECTIONS
	3007.4.1 THROUGH 3007.4.4.

	EXCEPTION: WHERE A FIRE SERVICE ACCESS ELEVATOR HAS TWO
	ENTRANCES ONTO A FLOOR, THE SECOND ENTRANCE SHALL BE
	PERMITTED TO OPEN INTO AN ELEVATOR LOBBY IN ACCORDANCE
	WITH SECTION 708.14.1.

	3RD REQUEST. 3007.4.1 ACCESS. THE FIRE SERVICE ACCESS
	ELEVATOR LOBBY SHALL HAVE DIRECT ACCESS TO AN EXIT
	ENCLOSURE.
	THE RESPONSE INDICATES THAT A MEETING IS REQUESTED.
	I?VE SPOKEN TO THE BUILDING OFFICIAL ABOUT THIS CODE
	ISSUE AND THE RESPONSE THAT IT WAS APPROVED BY CHIEF
	PETER LEDUC. THE CODE ARTICLE GIVEN IS NOT A NFPA BUT
	2010 FLORIDA BUILDING CODE-BUILDING CODE SECTION. MR.
	BROWN REQUEST THAT THE ARCHITECT OF RECORD WRITE A
	LETTER ON THEIR LETTER HEAD THAT THEY RECEIVED APPROVAL
	FROM CHIEF PETER LEDUC, SIGN AND SEAL THE LETTER SO IT
	WILL BECOME PART OF THE PERMIT SET OF DOCUMENTS, (3)
	ORIGINALS TO GO WITH EACH SET OF PLANS.

	COMPLIED. 3007.4.2 LOBBY ENCLOSURE.
	THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
	ENCLOSED WITH A SMOKE BARRIER HAVING A MINIMUM 1-HOUR
	FIRE-RESISTANCE RATING, EXCEPT THAT LOBBY DOORWAYS
	SHALL COMPLY WITH SECTION 3007.4.3.

	COMPLIED. 3007.4.3 LOBBY DOORWAYS. EACH FIRE SERVICE
	ACCESS ELEVATOR LOBBY SHALL BE PROVIDED WITH A DOORWAY
	THAT IS PROTECTED WITH A 3/4-HOUR FIRE DOOR ASSEMBLY
	COMPLYING WITH SECTION 715.4. THE FIRE DOOR ASSEMBLY
	SHALL ALSO COMPLY WITH THE SMOKE AND DRAFT CONTROL DOOR
	ASSEMBLY REQUIREMENTS OF SECTION 715.4.3.1 WITH THE UL
	1784 TEST CONDUCTED WITHOUT THE ARTIFICIAL BOTTOM SEAL.

	COMPLIED. PROVIDE THE SQUARE FOOTAGE OF THE FIRE
	SERVICE ELEVATOR LOBBY. 3007.4.4 LOBBY SIZE. EACH
	ENCLOSED FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE A
	MINIMUM OF 150 SQUARE FEET (14 M2) IN AN AREA WITH A
	MINIMUM DIMENSION OF 8 FEET (2440 MM).

	7R) COMPLIED. SHEET A8.00 WALL TYPES K-P DO NOT PROVIDE
	FIRE RATING OF WALL.

	8-10) COMPLIED.

	11) SHEET A2.03:
	11A) THE PLANS SHOW A SHAFT BEGINNING ON THE 4TH FLOOR,
	THE SHEET A2.04-A2.10 SHOW THE SHAFT BUT THE WALL TAGS
	ARE MISSING FOR THE 2 HOUR FIRE RATING OF SHAFT. 2010
	FBC-B 708.2 SHAFT REQUIRED.

	12) SHEET A2.11: COMPLIED.

	13A-D) BUILDING PROVISO: THE PRODUCT APPROVALS HAVE
	BEEN REQUESTED TO BE DEFERRED SUBMITTALS. 107.3.4.2
	DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS SECTION,
	DEFERRED SUBMITTALS ARE
	DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
	SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
	TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
	SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
	HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
	REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
	SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
	DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
	DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
	SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
	RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
	THEM TO THE BUILDING OFFICIAL WITH A NOTATION
	INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
	BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
	THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
	ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
	SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
	OFFICIAL.

	PLEASE PROVIDE 3 SETS OF PRODUCT APPROVALS FOR EACH OF
	THE FOLLOWING COMPONENTS AND OR CLADDING IF SUBMITTING
	IN PAPER FORM.

	13A) 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 & WATERPROOFING FOR
	SLABS
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	13B) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
	OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
	INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
	PRESSURES FOR EACH OPENING SIZE.

	13C) FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
	ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
	ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
	IF ENHANCED FASTENING IS ALLOWED. IF SO RAS 117
	CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
	OR ENGINEER.

	13D) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
	DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM
	THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014
	FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
	MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
	METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
	EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
	AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
	EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
	OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
	SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
	LOADS?


	14) BUILDING PROVISO: 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..

	15) COMPLIED WIND DESIGN CRITERIA..

	16-20) COMPLIED.

	20A) PROVISO: PLEASE ALSO NOTE THE 3 RD. FLOOR IS TO BE
	DESIGNED FOR A FUTURE RESTAURANT, BE AWARE OF 1013.2
	WHERE FIXED SEATING MAY BE A HEIGHT FACTOR IN THE GUARD
	RAIL PER 2010 FBC-B 1013.2..

	21) COMMENT # 5( A-C). SHEET S1 AND S11.1 BOTH INDICATE
	THE USE OF AUGER CAST PILE, PLEASE PROVIDE WHAT AGENCY/
	INSPECTION SERVICE WILL BE RESPONSIBLE FOR THE
	OBSERVING & RECORD KEEPING OF THE AUGER CAST PILE AS
	WELL AS LOAD TESTING TO SECTION 2010 FBC-B
	1810.3.3.1.2.

	22A) SHEET M602 BUILDING PRESSURIZATION- CONTROL
	SEQUENCE. UNDER THE HEADING 2.2.2.(A) (3) INDICATE THE
	INSTALLATION OF FIRE SMOKE DAMPERS WHEREAS THE FLOOR
	PLANS ONLY SHOW A FIRE DAMPER AT THE CORRIDOR.
	GUESTROOM WALL? 107.2.1.3. DISCREPANCY IN PLANS.

	22B) SHEET M602 BUILDING PRESSURIZATION- CONTROL
	SEQUENCE. UNDER THE HEADING 2.2.2.(C) THE PLANS
	INDICATE ONLY PRESSURIZING FLOORS 4 THROUGH 10. PLEASE
	EXPLAIN WHY THE 2ND AND 3RD FLOORS ARE NOT BEING
	PRESSURIZED? 909.6 PRESSURIZATION METHOD. THE PRIMARY
	MECHANICAL MEANS OF CONTROLLING SMOKE SHALL BE BY
	PRESSURE DIFFERENCES ACROSS SMOKE BARRIERS. MAINTENANCE
	OF A TENABLE ENVIRONMENT IS NOT REQUIRED IN THE SMOKE
	CONTROL ZONE OF FIRE ORIGIN.

	22C) PLEASE PROVIDE COMPLIANCE WITH: FBC-B 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.

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

	24) 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]

	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	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2015-05-22			Cont ID
Sent By	jwitmer			Date	2015-05-22	Time	16:11	Rev Time	0.00
Received By	jwitmer			Date	2015-05-19	Time		Sent To

Notes

2015-05-22 16:10:56	BUILDING PLAN REVIEW
	PERMIT: 14061217
	ADD: 335 CLEMATIS ST
	CONT: TBD
	TEL: (561)856-6655/ NEYITA

	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.

	2ND REVIEW
	DATE: FRI. MAY 22 2015
	ACTION: DENIED

	1) PROVISO: THE SURVEY INDICATES THE PROPOSED BUILDING
	WILL PROVIDE A REPLAT BEFORE PERMIT ISSUANCE.

	2) THRESHOLD BUILDINGS.

	2A) COMPLIED, 109.3.6.1 SUBMITTED A WRITTEN THRESHOLD
	PLAN.

	2B) COMPLIED.

	2C) 2ND REQUEST. THRESHOLD INSPECTOR: WPB AMENDMENT
	109.3.6.2 W.P.B. CONSTRUCTION SERVICES DEPARTMENT
	REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
	REQUIRED BY FL S S 553.79(5) FLORIDA STATUTES TO THE
	MINIMUM INSPECTIONS REQUIRED BY THIS CODE.THE THRESHOLD
	AGREEMENT FORMS MUST BE SIGNED BY ALL INTERESTED
	PARTIES AND RETURNED TO THE BUILDING DEPARTMENT BEFORE
	PERMIT ISSUANCE. . CONTACT KEN CONRAD MANAGER OF THE
	SPECIAL INSPECTOR PROGRAM AT (561)805-6666 OR E-MAIL:
	[email protected] FOR FURTHER INFORMATION.

	2D) 2ND REQUEST. FOR THE SPECIAL INSPECTOR PLEASE
	PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
	PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL
	CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL
	OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE
	RESUME' IS REVIEWED, AN INTERVIEW WILL BE REQUIED.

	2E) 2ND REQUEST. THE CONTRACTOR OF RECORD WILL PRODUCE
	A JOB SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
	THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
	CONRAD: [email protected]

	2F) NOTICE ONLY, NO ACTION REQUIRED BY ARCHITECT.
	PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
	TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
	IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
	INSPECTIONS.

	2G) NOTICE ONLY, NO ACTION REQUIRED BY ARCHITECT.
	109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR
	THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER HAS
	REQUIRED ON THE PLANS OR SPECIFICATIONS ONE MATERIAL,
	APPROVED FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND
	CEILINGS.

	3-4) COMPLIED.

	5) 2ND REQUEST. NOTE, 3 ADDITIONAL WRITTENTHRESHOLD
	INSPECTION PLANS WERE SUBMITTED. SHEET S11.1 FOUNDATION
	NOTE # 1 ARDAMAN & ASSOCIATES HAS COMPLETED A SOILS
	REPORT DATED MAY 14/ 2014. PLEASE SUPPLY THE BUILDING
	DEPARTMENT WITH (3) ORIGINAL SIGNED & SEALED REPORTS.
	1803.3 BASIS OF INVESTIGATION. SOIL CLASSIFICATION
	SHALL BE BASED ON OBSERVATION AND ANY NECESSARY TESTS
	OF THE MATERIALS DISCLOSED BY BORINGS, TEST PITS OR
	OTHER SUBSURFACE EXPLORATION MADE IN APPROPRIATE
	LOCATIONS. ADDITIONAL STUDIES SHALL BE MADE AS
	NECESSARY TO EVALUATE SLOPE STABILITY, SOIL STRENGTH,
	POSITION AND ADEQUACY OF LOAD-BEARING SOILS, THE EFFECT
	OF MOISTURE VARIATION ON SOIL-BEARING CAPACITY,
	COMPRESSIBILITY, LIQUEFACTION AND EXPANSIVENESS.

	6) COMPLIED.

	7) SHEET A1.00 LIFE SAFETY SHEET:
	7A-D) COMPLIED.


	7E) PLEASE PROVIDE COMPLIANCE A MEETING WITH OTHER
	DESIGNERS MAY BE REQUIRED.
	EMERGENCY POWER NOTES DON'T SHOW COMPLIANCE WITH 2010
	FBC-B [F] 403.4.8.1 EMERGENCY POWER LOADS.
	THE FOLLOWING ARE CLASSIFIED AS EMERGENCY POWER LOADS:
	403.4.8.1:
	(3.) EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEMS;

	(4.) AUTOMATIC FIRE DETECTION SYSTEMS;

	(5.) FIRE ALARM SYSTEMS; AND

	(6.) ELECTRICALLY POWERED FIRE PUMPS.

	7F) (1) COMPLIED. (1) FIRE PUMP) THE LIFE SAFETY SHEET
	LEVEL 1 DOES NOT INDICATE COMPLIANCE WITH 403.3.2 WATER
	SUPPLY TO REQUIRED FIRE PUMPS.

	7F)(2) @ND REQUEST. CIVIL SHEET 09 DOES NOT SHOW WATER
	FROM 2 DIFFERENT MAINS. 2010 FBC-B 403.3.2 2 REQUIRED
	MAINS. REQUIRED FIRE PUMPS SHALL BE SUPPLIED BY
	CONNECTIONS TO A MINIMUM OF TWO WATER MAINS LOCATED IN
	DIFFERENT STREETS. SEPARATE SUPPLY PIPING SHALL BE
	PROVIDED BETWEEN EACH CONNECTION TO THE WATER MAIN AND
	THE PUMPS. EACH CONNECTION AND THE SUPPLY PIPING
	BETWEEN THE CONNECTION AND THE PUMPS SHALL BE SIZED TO
	SUPPLY THE FLOW AND PRESSURE REQUIRED FOR THE PUMPS TO
	OPERATE. THE EXCEPTION WOULD STILL REQUIRE THE MAINS TO
	BE VALVED TO ALLOW FOR 2 TAPS TO BE INDEPENDENT BUT THE
	2 SUPLY LINES MERGE BACK INTO ONE LINE BEFORE GOING TO
	THE INPUT CHAMBER OF THE FIRE PUMP. THE FIRE DEPATMENT
	REQUIRES IF THIS METHOD OF COMPLIANCE IS CHOSEN THAT
	THE 2 TAPS CONTINUE UNTIL THEY MANIFOLD BACK TOGETHER
	AS A MANAFOLD JUST BEFORE THE INTAKE OF THE FIRE PUMP.

	7G) PROVISO: APPROVED BY FIRE CHIEF PROVIDED THAT THE
	EQUIPMENT FITS DOES NOT MEET THE SIZE REQUIREMENTS OF
	911.1.3.THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
	COMPLIANCE WITH [F] 403.4.5 FIRE COMMAND. A FIRE
	COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
	PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.

	7H-J) COMPLIED.

	7K) MISSING INFORMATION: [F] 403.4.1 SMOKE DETECTION.
	SMOKE DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH
	SECTION 907.2.13.1.

	7L) MISSING INFORMATION: [F] 403.4.2 FIRE ALARM SYSTEM.
	A FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE
	WITH SECTION 907.2.13.

	7M) [F] 403.4.3 EMERGENCY VOICE/ALARM COMMUNICATION
	SYSTEM. AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
	SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.5.2.2.

	7N) [F] 403.4.4 EMERGENCY RESPONDER RADIO COVERAGE.
	EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN
	ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE. [F]
	915.1 GENERAL. EMERGENCY RESPONDER RADIO COVERAGE SHALL
	BE PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE THE
	FLORIDA FIRE PREVENTION CODE.


	7O) COMPLIED. 403.4.6 SMOKE REMOVAL. SMOKE CONTROL
	SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 909.

	7P) REPEAT OF 7G.

	7Q) MISSING INFORMATION: 403.6 ELEVATORS.
	ELEVATOR INSTALLATION AND OPERATION IN HIGH-RISE
	BUILDINGS SHALL COMPLY WITH CHAPTER 30 AND SECTIONS
	403.6.1 AND 403.6.2.

	7Q) 403.6.1 FIRE SERVICE ACCESS ELEVATOR.
	IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120 FEET
	(36 576 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT
	VEHICLE ACCESS, A MINIMUM OF ONE FIRE SERVICE ACCESS
	ELEVATOR SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
	3007.
	3007.4 FIRE SERVICE ACCESS ELEVATOR LOBBY.
	THE FIRE SERVICE ACCESS ELEVATOR SHALL OPEN INTO A FIRE
	SERVICE ACCESS ELEVATOR LOBBY IN ACCORDANCE WITH
	SECTIONS 3007.4.1 THROUGH 3007.4.4.

	EXCEPTION: WHERE A FIRE SERVICE ACCESS ELEVATOR HAS TWO
	ENTRANCES ONTO A FLOOR, THE SECOND ENTRANCE SHALL BE
	PERMITTED TO OPEN INTO AN ELEVATOR LOBBY IN ACCORDANCE
	WITH SECTION 708.14.1.

	2ND REQUEST. 3007.4.1 ACCESS. THE FIRE SERVICE ACCESS
	ELEVATOR LOBBY SHALL HAVE DIRECT ACCESS TO AN EXIT
	ENCLOSURE.

	COMPLIED. 3007.4.2 LOBBY ENCLOSURE.
	THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
	ENCLOSED WITH A SMOKE BARRIER HAVING A MINIMUM 1-HOUR
	FIRE-RESISTANCE RATING, EXCEPT THAT LOBBY DOORWAYS
	SHALL COMPLY WITH SECTION 3007.4.3.

	EXCEPTION: ENCLOSED FIRE SERVICE ACCESS ELEVATOR
	LOBBIES ARE NOT REQUIRED AT THE STREET FLOOR.

	2ND REQUEST. 3007.4.3 LOBBY DOORWAYS. EACH FIRE SERVICE
	ACCESS ELEVATOR LOBBY SHALL BE PROVIDED WITH A DOORWAY
	THAT IS PROTECTED WITH A 3/4-HOUR FIRE DOOR ASSEMBLY
	COMPLYING WITH SECTION 715.4. THE FIRE DOOR ASSEMBLY
	SHALL ALSO COMPLY WITH THE SMOKE AND DRAFT CONTROL DOOR
	ASSEMBLY REQUIREMENTS OF SECTION 715.4.3.1 WITH THE UL
	1784 TEST CONDUCTED WITHOUT THE ARTIFICIAL BOTTOM SEAL.

	2ND REQUEST, PROVIDE THE SQUARE FOOTAGE OF THE FIRE
	SERVICE ELEVATOR LOBBY. 3007.4.4 LOBBY SIZE. EACH
	ENCLOSED FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE A
	MINIMUM OF 150 SQUARE FEET (14 M2) IN AN AREA WITH A
	MINIMUM DIMENSION OF 8 FEET (2440 MM).

	7R) SHEET A8.00 WALL TYPES K-P DO NOT PROVIDE FIRE
	RATING OF WALL.

	8-10) COMPLIED.

	11) SHEET A2.03:
	11A) THE PLANS DO NOT DEPICT ANY SHAFTS IN THE KITCHEN
	AREA FOR THE FUTURE KITCHEN EXHAUST & HOOD SYSTEM.
	708.2 SHAFT REQUIED. SHEET A2.04 DOES SHOW NOT A 2 HOUR
	SHAFT BUT WHAT APPEARS TO BE 2 HOUR FIRE RATED DUCT
	WRAP. THIS DETAIL IS CONSISTENT UP THROUGH THE 10TH
	FLOOR. SEE M107 THE DUCT TURNS LEFT THEN UP AGAIN.
	ONTHE POOL DECK LEVEL IT IS SHOWN ON M107 IN THE R06
	SEERVICE ROOM. ON THE POOL ROOF DECK PLAN A2.11 THE
	DUCT DOES NOT SHOW UP. DISCREPANCY IN PLANS.

	IF THERE IS TO BE NO 2 HR SHAFT, THEN A 2 HOUR DUCT
	WRAP WILL BE REQUIRED, PROVIDE THE MANUFACTURERES
	DETAILS, THE OTHER ISSUE IS NOT HAVING FIRE STOPPING
	DETAILS OF THE ASSEMBLY THROUGH THE RATED FLOOR PER
	2010 FBC-B 713.3.1.2. THROUGH-PENETRATION FIRESTOP
	SYSTEMS.

	11B-C) COMPLIED.

	12) SHEET A2.11:

	12A-B) COMPLIED.

	12C) DEALS WITH THE STAIRS TO TTHE ELEVATOR EQUIPMENT,
	2010 FBC-B 1009.14. THE RESPONSE INDICATES THE USE OF
	OTIS GEN 2 ELEVATIONS WHICH ARE MACHINELESS EQUIPMENT.
	PLEASE PROVIDE WHERE THE CONTROL PANEL FOR THE ELEVATOR
	IS TO BE LOCATED? IF IN RATED WALLS HOW WILL THE RATING
	BE MAINTAINED? 107.2.1.3. ADDITIONAL INFORMATION IS
	REQUIRED.

	12D) COMPLIED.

	13) THE PRODUCT APPROVALS HAVE BEEN REQUESTED TO BE
	DEFERRED SUBMITTALS. 107.3.4.2 DEFERRED SUBMITTALS. FOR
	THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
	DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
	SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
	TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
	SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
	HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
	REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
	SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
	DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
	DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
	SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
	RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
	THEM TO THE BUILDING OFFICIAL WITH A NOTATION
	INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
	BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
	THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
	ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
	SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
	OFFICIAL.

	PLEASE PROVIDE 3 SETS OF PRODUCT APPROVALS FOR EACH OF
	THE FOLLOWING COMPONENTS AND OR CLADDING.
	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 & WATERPROOFING FOR
	SLABS
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	14)PROVISO: 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..

	15) COMPLIED WIND DESIGN CRITERIA..

	16-20) COMPLIED.

	20A) PROVISO: PLEASE ALSO NOTE THE 3 RD FLOOR IS TO BE
	DESIGNED FOR A FUTURE RESTARAUNT, BE AWARE OF 1013.2
	WHERE FIXED SEATING MAY BE A HEIGHT FACTOR IN THE GUARD
	RAIL.

	21) 2ND REQUEST. SHEET S1 AND S11.1 BOTH INDICATE THE
	USE OF AUGER CAST PILE, PLEASE PROVIDE WHAT AGENCY/
	INSPECTION SERVICE WILL BE RESPONSIBLE FOR THEOBSERVING
	& RECORD KEEPING OF THE AUGER CAST PILE ASWELL AS LOAD
	TESTING TO SECTION 2010 FBC-B 1810.3.3.1.2.

	22) 2ND REQUEST. BEFORE A PERMIT TO CONSTRUCT, MAY BE
	ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
	THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
	OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
	PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

	23) 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]

	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	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2014-07-24			Cont ID
Sent By	jwitmer			Date	2014-07-24	Time	11:51	Rev Time	0.00
Received By	jwitmer			Date	2014-07-15	Time	09:41	Sent To

Notes

2014-07-16 15:33:32	BUILDING PLAN REVIEW
	PERMIT: 14061217
	ADD: 335 CLEMATIS ST
	CONT: TBD
	TEL: (561)856-6655/ NEYITA

	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.

	1ST REVIEW
	DATE: WED. JULY 17/ 2014
	ACTION: DENIED

	1) THE SURVEY INDICATES THE PROPOSED BUILDING WILL NEED
	EITHER A UNITY OF TITLE OR A REPLAT. 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
	VINCENT J NOEL
	SURVEYOR/REAL ESTATE SUPERVISOR
	ENGINEERING SERVICES DEPARTMENT
	401 CLEMATIS STREET
	WEST PALM BEACH, FL 33401
	PHONE: 494-1040 EXT: 1096
	FAX: 494-1116
	E-MAIL: [email protected]

	2) THIS BUILDING IS CONSIDERED A THRESHOLD BUILDING.
	THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
	THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
	GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
	HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
	THE
	FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
	AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.

	2A) COMPLIED, 109.3.6.1 SUBMITTED A WRITTEN THRESHOLD
	PLAN.

	2B) THRESHOLD BLDG, REQUIRED STATEMENT: W.P.B.
	AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
	ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
	OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
	BEST OF THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, THE
	PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
	FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
	AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
	FLORIDA STATUTE.

	2C) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
	CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
	BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
	553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
	REQUIRED BY THIS CODE.THE THRESHOLD AGREEMENT FORMS
	MUST BE SIGNED BY ALL INTERESTED PARTIES AND RETURNED
	TO THE BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE. .
	CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR
	PROGRAM AT (561)805-6666 OR E-MAIL: [email protected] FOR
	FURTHER INFORMATION.

	2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
	OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
	RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
	SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
	WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
	AN INTERVIEW WILL BE REQUIED.

	2E) THE CONTRACTOR OF RECORD WILL PRODUCE A JOB SUMMARY
	OR HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
	SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
	[email protected]

	2F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
	TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
	IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
	INSPECTIONS.

	2G) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
	FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
	HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
	MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
	WALLS AND CEILINGS.

	3) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B SECTION
	3304 SITE WORK:
	3A) 3306.2 WALKWAYS. A WALKWAY SHALL BE PROVIDED FOR
	PEDESTRIAN TRAVEL IN FRONT OF EVERY CONSTRUCTION AND
	DEMOLITION SITE UNLESS THE APPLICABLE GOVERNING
	AUTHORITY AUTHORIZES THE SIDEWALK TO BE FENCED OR
	CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH TO
	ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE
	SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.
	WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING
	SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE
	WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL
	IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD
	BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF) (7.2
	KN/M2).

	3B) 3306.5 BARRIERS. BARRIERS SHALL BE A MINIMUM OF 8
	FEET (2438 MM) IN HEIGHT AND SHALL BE PLACED ON THE
	SIDE OF THE WALKWAY NEAREST THE CONSTRUCTION. BARRIERS
	SHALL EXTEND THE ENTIRE LENGTH OF THE CONSTRUCTION
	SITE. OPENINGS IN SUCH BARRIERS SHALL BE PROTECTED BY
	DOORS WHICH ARE NORMALLY KEPT CLOSED.

	3C) 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC AND
	PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING
	CONSTRUCTION, REMODELING AND DEMOLITION WORK.
	PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS,
	PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS
	SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION
	DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE
	PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL
	PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING
	BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE
	MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE
	PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT
	LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE
	OF THE EXCAVATION.

	3D) 3305.1 FACILITIES REQUIRED. SANITARY FACILITIES
	SHALL BE PROVIDED DURING CONSTRUCTION, REMODELING OR
	DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE FLORIDA
	BUILDING CODE, PLUMBING.

	3E) F] 3309.1 WHERE REQUIRED.
	ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR
	DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE
	APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH
	SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY HAZARD
	AS FOLLOWS:
	1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
	COMBUSTIBLE MATERIALS HAVE ACCUMULATED.
	2. IN EVERY STORAGE AND CONSTRUCTION SHED.
	3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE
	PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE
	STORAGE AND USE OF FLAMMABLE AND
	COMBUSTIBLE LIQUIDS.

	3F) 3309.2 FIRE HAZARDS. THE PROVISIONS OF THIS CODE
	AND THE FLORIDA FIRE PREVENTION CODE SHALL BE STRICTLY
	OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS
	ATTENDANT UPON CONSTRUCTION OPERATIONS.

	3G) [F] 3311.1 WHERE REQUIRED. IN BUILDINGS REQUIRED TO
	HAVE STANDPIPES BY SECTION 905.3.1, NOT LESS THAN ONE
	STANDPIPE SHALL BE PROVIDED FOR USE DURING
	CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN
	THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET
	(12 192 MM) IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE
	DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL BE
	PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT
	ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH
	STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES
	TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF
	CONSTRUCTION HAVING SECURED DECKING OR FLOORING.

	3H) [F] 3312.1 COMPLETION BEFORE OCCUPANCY.
	IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS
	REQUIRED BY THIS CODE, IT SHALL BE UNLAWFUL TO OCCUPY
	ANY PORTION OF A BUILDING OR STRUCTURE UNTIL THE
	AUTOMATIC SPRINKLER SYSTEM INSTALLATION HAS BEEN TESTED
	AND APPROVED, EXCEPT AS PROVIDED IN SECTION 111.3.

	4) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
	ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
	MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
	ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
	AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
	APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
	AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
	INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
	NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
	STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
	ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
	WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
	REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE
	POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
	DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
	RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
	PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
	PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
	FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
	PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
	DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
	CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
	SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
	OF THE FINAL INSPECTION.

	5) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
	UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
	MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
	AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
	EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
	SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
	PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
	CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
	HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
	SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO
	THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
	SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
	SECTION 113 OF THIS CHAPTER.

	5) SHEET S11.1 FOUNDATION NOTE # 1 ARDAMAN & ASSOCIATES
	HAS COMPLETED A SOILS REPORT DATED MAY 14/ 2014. PLEASE
	SUPPLY THE BUILDING DEPARTMENT WITH (3) ORIGINAL SIGNED
	& SEALED REPORTS. 1803.3 BASIS OF INVESTIGATION. SOIL
	CLASSIFICATION SHALL BE BASED ON OBSERVATION AND ANY
	NECESSARY TESTS OF THE MATERIALS DISCLOSED BY BORINGS,
	TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE IN
	APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE MADE
	AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
	STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
	THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
	CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
	EXPANSIVENESS.

	6) SHEET A0.16:
	6A) MISC. NOTES INDICATE 5 SETS OF SHOP DRAWINGS ARE TO
	BE SUBMITTED. THE CITY WILL REQUIRE 3 SETS SINCE THIS
	IS A THRESHOLD BUILDING BUR WILL NOT STAMP THE OTHER
	SETS.

	6B) THE DESIGNER OF RECORD DECLARE ONLY MIAMI-DADE
	NOA'S ARE TO BE SUBMITTED ON THIS PROJECT. WITH THIS
	NOTE ON THE PLANS IF THE CONTRACTOR SUBMITS A FLORIDA
	APPROVAL THEY WIL BE DENIED. NOTE THE DESIGNER OF
	RECORD IS REQUIRED TO REVIEW ALL PRODUCT APPROVALS
	BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC
	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.

	6C) CARPENTRY NOTE # 5 PLYWOOD SHEATHING NOTE DOES NOT
	INDICATE THAT SHEATHING BE FIRE RETARDANT TREATED
	PLYWOOD.
	603.1 ALLOWABLE MATERIALS.
	COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS
	OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING
	APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1
	THROUGH 603.1.3:
	1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
	1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
	FRAMING AND DECKING.

	7) SHEET A1.00 LIFE SAFETY SHEET:
	7A) THE ZONING SHEET A0.01 INDICATES THIS TO BE A 10
	STORY WITH A MEZZANINE LEVEL. ON THIS SHEET THERE IS A
	DEFINITION OF MEZZANINE LEVEL FOR ZONING USE. SHEET
	A1.00 CONSTRUCTION TYPE LIST ALLOWED BUILDING HEIGHT AS
	12 STORIES AND THE ACTUAL HEIGHT BEING BUILT AS A 10
	STORY BUILDING.
	THIS WILL ACTUALLY BE CONSIDRED A 12 STORY BUILDING.
	THE DIFINITION OF MEZZANIE UNDER THE 2010 FBC-B 505.2
	EXCEPTION # 2, THE MEZZANINE IS LIMITED TO 1/2 OF THE
	ROOM SIZE NOT THE FLOOR PLATE, ADDING ONE STORY OF
	FLOOR AND THE ROOFTOP POOL DECK IS THE 12TH FLOOR OR
	LEVEL. SEE 2010 FBC-B 1509.2.3 USE LIMITATION.
	PENTHOUSES OR BULKHEADS USED FOR PURPOSES OTHER THAN
	PERMITTED BY THIS SECTION SHALL CONFORM TO THE
	REQUIREMENTS OF THIS CODE FOR AN ADDITIONAL STORY.

	7B) OCCUPANT LOAD TABLES ALL INDICATE FRACTIONS OF
	OCCUPANTS. THE OCCUPANTS FOR EACH ROOM ARE TO BE
	ROUNDED UP, THERE ARE NOT FRACTIONS OF PEOPLE IN THESE
	ROOMS. 2010 FBC-B TABLE 1004.1.1. ALSO SEE BOAF
	INFORMAL INTERPRETATION 5479 TUES. 12/18/2007. WITH
	THIS INCREASE IN OCCUPANTS THIS MAY AFFECT THE PLUMBING
	FIXTURE COUNT.

	7C) OCCUPANT LOAD TABLE DOES NOT INCLUDE ETHER THE POOL
	OR POOL DECK LOADS. SEE 2010 FBC-B TABLE 1004.1.1.

	7D) THE WALL LEGEND INDICATES THE USE OF A 2 HOUR RATED
	BLOCK PER UL-U905, SHEET A9.02 THIS DETAIL IS NOT
	INCLUDED IN THIS SHEET. 2010 WEST PALM BEACH AMENDMENTS
	TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. 2010
	FBC-B 703.2 FIRE RESISTANCE RATINGS.

	7E) EMERGENCY POWER NOTES DON'T SHOW COMPLIANCE WITH
	2010 FBC-B [F] 403.4.8.1 EMERGENCY POWER LOADS.
	THE FOLLOWING ARE CLASSIFIED AS EMERGENCY POWER LOADS:
	403.4.8.1:
	(3.) EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEMS;

	(4.) AUTOMATIC FIRE DETECTION SYSTEMS;

	(5.) FIRE ALARM SYSTEMS; AND

	(6.) ELECTRICALLY POWERED FIRE PUMPS.

	7F)(1) FIRE PUMP) THE LIFE SAFETY SHEET LEVEL 1 DOES
	NOT INDICATE COMPLIANCE WITH 403.3.2 WATER SUPPLY TO
	REQUIRED FIRE PUMPS.
	7F)(2) 2 REQUIRED MAINS. REQUIRED FIRE PUMPS SHALL BE
	SUPPLIED BY CONNECTIONS TO A MINIMUM OF TWO WATER MAINS
	LOCATED IN DIFFERENT STREETS. SEPARATE SUPPLY PIPING
	SHALL BE PROVIDED BETWEEN EACH CONNECTION TO THE WATER
	MAIN AND THE PUMPS. EACH CONNECTION AND THE SUPPLY
	PIPING BETWEEN THE CONNECTION AND THE PUMPS SHALL BE
	SIZED TO SUPPLY THE FLOW AND PRESSURE REQUIRED FOR THE
	PUMPS TO OPERATE.

	7G) THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
	COMPLIANCE WITH [F] 403.4.5 FIRE COMMAND. A FIRE
	COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
	PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.

	7H) THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
	COMPLIANCE WITH 403.5.5 LUMINOUS EGRESS PATH MARKINGS.
	LUMINOUS EGRESS PATH MARKINGS SHALL BE PROVIDED IN
	ACCORDANCE WITH SECTION 1024. 1024.2 MARKINGS WITHIN
	EXIT ENCLOSURES.
	EGRESS PATH MARKINGS SHALL BE PROVIDED IN EXIT
	ENCLOSURES, INCLUDING VERTICAL EXIT ENCLOSURES AND EXIT
	PASSAGEWAYS, IN ACCORDANCE WITH SECTIONS 1024.2.1
	THROUGH 1024.2.6. 1024.2.1 STEPS. A SOLID AND
	CONTINUOUS STRIPE SHALL BE APPLIED TO THE HORIZONTAL
	LEADING EDGE OF EACH STEP AND SHALL EXTEND FOR THE FULL
	LENGTH OF THE STEP. OUTLINING STRIPES SHALL HAVE A
	MINIMUM HORIZONTAL WIDTH OF 1 INCH (25 MM) AND A
	MAXIMUM WIDTH OF 2 INCHES (51 MM). THE LEADING EDGE OF
	THE STRIPE SHALL BE PLACED AT A MAXIMUM OF 1/2 INCH
	(12.7 MM) FROM THE LEADING EDGE OF THE STEP AND THE
	STRIPE SHALL OVERLAP THE LEADING EDGE OF THE STEP BY
	NOT MORE THAN 1/2 INCH (12.7 MM) DOWN THE VERTICAL FACE
	OF THE STEP.

	7I) THE LIFE SAFETY PLANS DO NOT INDICATE THE USE OF
	ANY OF THE DEPICTED ROOMS, OCCUPANT LOADS, OR EXITS,
	FIRE COMMAND ROOM, FIRE PUMP ROOM, ELECTRIC ROOM AND OR
	VAULT, GENERATOR ROOM, ELEVATOR MACHINE ROOM, LAUNDRY &
	TRASH ROOMS, & DOMESTIC WATER PUMP ROOM. THIS IS A
	COMMON COMMENT FOR ALL LIFE SAFETY FLOOR PLANS>
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION :
	107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS:
	107.3.5.1 COMMERCIAL BUILDINGS:
	107.3.5.1.1 BUILDING
	FIRE ACCESS
	FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV)
	LOCATION OF GREASE INTERCEPTORS
	OCCUPANCY GROUP
	OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
	OCCUPANCY LOAD
	GROSS
	NET
	MEANS OF EGRESS
	EXIT ACCESS
	EXIT
	EXIT SIGNAGE & DIRECTIONALS
	EXIT DISCHARGE

	7J) THE EXIT STAIRWAY THAT HAS ITS EXIT DISCHARGE ONTO
	CLEMATIS, ALSO INCORPORATES A VESTIBULE AND A ELEVATOR
	WITHIN THE VESTIBULE. PLEASE SEE 2010 FBC-B
	1022.3ELEVATORS SHALL NOT OPEN INTO EXIT ENCLOSURES.
	THE ARGUEMENT CAN BE MADE THAT THIS AREA IS ONLY BEING
	USED AS A VESTIBULE, 1027.1 EXCEPTION # 2 .4 THE
	VESTIBULE IS ONLY FOR MEANS OF EGRESS AND EXITS
	DIRECTLY TO THE OUTSIDE.

	7K) MISSING INFORMATION: [F] 403.4.1 SMOKE DETECTION.
	SMOKE DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH
	SECTION 907.2.13.1.

	7L) MISSING INFORMATION: [F] 403.4.2 FIRE ALARM SYSTEM.
	A FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE
	WITH SECTION 907.2.13.

	7M) [F] 403.4.3 EMERGENCY VOICE/ALARM COMMUNICATION
	SYSTEM. AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
	SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.5.2.2.

	7N) [F] 403.4.4 EMERGENCY RESPONDER RADIO COVERAGE.
	EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN
	ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE. [F]
	915.1 GENERAL. EMERGENCY RESPONDER RADIO COVERAGE SHALL
	BE PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE THE
	FLORIDA FIRE PREVENTION CODE.


	7O) 403.4.6 SMOKE REMOVAL. SMOKE CONTROL SHALL BE
	PROVIDED IN ACCORDANCE WITH SECTION 909.

	7P) MISSING INFORMATION: [F] 403.4.5 FIRE COMMAND. A
	FIRE COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
	PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.

	7Q) MISSING INFORMATION: 403.6 ELEVATORS.
	ELEVATOR INSTALLATION AND OPERATION IN HIGH-RISE
	BUILDINGS SHALL COMPLY WITH CHAPTER 30 AND SECTIONS
	403.6.1 AND 403.6.2.

	7Q) 403.6.1 FIRE SERVICE ACCESS ELEVATOR.
	IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120 FEET
	(36 576 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT
	VEHICLE ACCESS, A MINIMUM OF ONE FIRE SERVICE ACCESS
	ELEVATOR SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
	3007.
	3007.4 FIRE SERVICE ACCESS ELEVATOR LOBBY.
	THE FIRE SERVICE ACCESS ELEVATOR SHALL OPEN INTO A FIRE
	SERVICE ACCESS ELEVATOR LOBBY IN ACCORDANCE WITH
	SECTIONS 3007.4.1 THROUGH 3007.4.4.

	EXCEPTION: WHERE A FIRE SERVICE ACCESS ELEVATOR HAS TWO
	ENTRANCES ONTO A FLOOR, THE SECOND ENTRANCE SHALL BE
	PERMITTED TO OPEN INTO AN ELEVATOR LOBBY IN ACCORDANCE
	WITH SECTION 708.14.1.

	3007.4.1 ACCESS.
	THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL HAVE
	DIRECT ACCESS TO AN EXIT ENCLOSURE.

	3007.4.2 LOBBY ENCLOSURE.
	THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
	ENCLOSED WITH A SMOKE BARRIER HAVING A MINIMUM 1-HOUR
	FIRE-RESISTANCE RATING, EXCEPT THAT LOBBY DOORWAYS
	SHALL COMPLY WITH SECTION 3007.4.3.

	EXCEPTION: ENCLOSED FIRE SERVICE ACCESS ELEVATOR
	LOBBIES ARE NOT REQUIRED AT THE STREET FLOOR.

	3007.4.3 LOBBY DOORWAYS.
	EACH FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
	PROVIDED WITH A DOORWAY THAT IS PROTECTED WITH A
	3/4-HOUR FIRE DOOR ASSEMBLY COMPLYING WITH SECTION
	715.4. THE FIRE DOOR ASSEMBLY SHALL ALSO COMPLY WITH
	THE SMOKE AND DRAFT CONTROL DOOR ASSEMBLY REQUIREMENTS
	OF SECTION 715.4.3.1 WITH THE UL 1784 TEST CONDUCTED
	WITHOUT THE ARTIFICIAL BOTTOM SEAL.

	3007.4.4 LOBBY SIZE.
	EACH ENCLOSED FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL
	BE A MINIMUM OF 150 SQUARE FEET (14 M2) IN AN AREA WITH
	A MINIMUM DIMENSION OF 8 FEET (2440 MM).

	7R) THERE WILL BE NO ADDITIONAL COMMENTS ON THE OTHER
	LIFE SAFETY SHEETS BECAUSE AS LISTED UNDER COMMENT 7I
	PLANS ARE LACKING REQUIRED ELEMENTS FOR MINIMUM
	CRITERIA FOR A COMMERCIAL PLAN REVIEW 107.3.5.1.

	8) SHEET A2.00:
	8A) FPL VAULT WILL REQUIRE 3 HR FIRE RATING WALL TAGS
	INDICATE 2 HR. PER 2008 NEC 110.31.A & 3 HR OPENING
	PROTECTIVES 2010 FBC-B 715.4.

	8B) FPL VAULT EXTERIOR DOORS HARDWARE SCHEDULE (A)
	ENTRY KEY LOCK & DEAD BOLT. 2010 FBC-B 1008.1.10 PANIC
	& FIRE EXIT HARDWARE REQUIREMENTS, 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.

	8C) FPL VAULT BOLLARDS ON THE EXTERIOR NEEDS TO HAVE
	PROTECTION BOLLARDS TO ENSURE SAFE PASSAGE TO THE
	PUBLIC WAY. 1027.6. NO VEHICLES TO BE ABLE TO PARK OR
	UNLOAD IN FRONT OF THE DOORWAY OBSTRUCTING ACCESS TO
	THE PUBLIC WAY.

	8D) STAIRWELL # 2 THE NORTH & EAST WALLS NO WALL TAGS
	PROVIDING FIRE RATING, 2010 FBC-B 1022.1. 2HR FIRE
	RATING.

	8E) STAIRWELL # 2 THE EXTERIOR DOOR # 109 NEEDS TO HAVE
	PROTECTION BOLLARDS TO ENSURE SAFE PASSAGE TO THE
	PUBLIC WAY. 1027.6. NO VEHICLES WOULD BE ABLE TO PARK
	OR UNLOAD INFRONT OF THE DOORWAY OBSTRUCTING ACCESS TO
	THE PUBLIC WAY.

	8F) ROOM # 101 TRASH ROOM SOUTH WALL THERE IS NO WALL
	IDENTIFICATION TAG. 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	8G) ROOM # 103 DIRTY LINENS AND LINEN SHUTE ROOM. LINEN
	CHUTE TERMINIATION DETAILS ARE NOT INCLUDED IN DETAIL
	#1 SHEET A5.12. 708.13.1 REFUSE AND LAUNDRY CHUTE
	ENCLOSURES. OPENINGS INTO THE SHAFT, INCLUDING THOSE
	FROM ACCESS ROOMS AND TERMINATION ROOMS, SHALL BE
	PROTECTED IN ACCORDANCE WITH THIS SECTION AND SECTION
	715.

	8H) LINEN CHUTE DETAIL # 1 SHEET A5.12 PLEASE PROVIDE
	COMPLIANCE WITH FIRE SPRINKLER REQUIREMENTS: 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.

	8I) DOOR 127 & 132 FRONT LOBBY DOORS WILL BE THE DOORS
	USED FROM THE 3RD FLOOR RESTARUART FOR EGRESS PURPOSES
	WILL REQUIRE PANIC HARDWARE,
	1008.1.10 PANIC AND FIRE EXIT HARDWARE.

	8J) ELEVATOR HOISTWAY WALL TAG "L" INDICATES THE USE OF
	1'-0" OF CONRETE WALLS NOTE WILL NEED CLAFIFICATION OF
	WET AREAS TO USE 3 5/8 INCH STUDS AND DENSEGLASS, IS
	THIS OVER AND ABOVE THE 12 INCH WALL OR INSTEAD OF?
	CLARIFICATION, ADDITIONAL INFORMATION IS REQUIRED.
	107.2.1.3.

	8K) ELEVATOR PUBLIC AND BACK OF HOUSE SERVICE ELEVATORS
	DETAIL # 2 SHEET A5.12 DOES NOT SHOW A SUMP PIT FOR THE
	ELEVATORS, S1 DOES SHOW SUMP PITS FOR BOTH ELEVATOR
	HOISTWAYS, DISCREPANCY IN PLANS.

	8L) STAIRWELL # 3 WEST WALL THERE IS NO WALL
	IDENTIFICATION TAGS 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED. 1022.1 EXIT ENCLOSURES SHALL HAVE A
	FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE
	CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN 1
	HOUR WHERE CONNECTING LESS THAN FOUR STORIES. COMMON
	COMMENT FOR ALL FLOORS.

	8M) STAIRWELL # 3 COMMON WALL WITH ELEVATOR SHAFT NO
	WALL IDENTIFICATION TAG. 107.2.1.3 ADDITIONAL
	INFORMATION IS REQUIRED. 1022.1 EXIT ENCLOSURES SHALL
	HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS
	WHERE CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN
	1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES.

	8N) NOTICE RETAIL SPACE 131 THE MEZZANINE AREA IS TO
	THE MAXIMUM, NO WALLS CAN BE PUT IN UNDER A TENANT
	BUILD OUT, BEWARE OF AREA LIMITATION, SEE SECTION 505.2
	AREA LIMITATION. THE AGGREGATE AREA OF A MEZZANINE OR
	MEZZANINES WITHIN A ROOM SHALL NOT EXCEED ONE-THIRD OF
	THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE
	LOCATED. THE ENCLOSED PORTION OF A ROOM SHALL NOT BE
	INCLUDED IN A DETERMINATION OF THE FLOOR AREA OF THE
	ROOM IN WHICH THE MEZZANINE IS LOCATED. IN DETERMINING
	THE ALLOWABLE MEZZANINE AREA, THE AREA OF THE MEZZANINE
	SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE ROOM.

	8O) 914.1 SHAFTWAY MARKINGS.
	VERTICAL SHAFTS SHALL BE IDENTIFIED AS REQUIRED BY
	SECTIONS 914.1.1 AND 914.1.2.

	8O)(1) [F] 914.1.1 EXTERIOR ACCESS TO SHAFTWAYS.
	OUTSIDE OPENINGS ACCESSIBLE TO THE FIRE DEPARTMENT AND
	THAT OPEN DIRECTLY ON A HOISTWAY OR SHAFTWAY
	COMMUNICATING BETWEEN TWO OR MORE FLOORS IN A BUILDING
	SHALL BE PLAINLY MARKED WITH THE WORD ?SHAFTWAY? IN RED
	LETTERS AT LEAST 6 INCHES (152 MM) HIGH ON A WHITE
	BACKGROUND. SUCH WARNING SIGNS SHALL BE PLACED SO AS TO
	BE READILY DISCERNIBLE FROM THE OUTSIDE OF THE
	BUILDING.

	8O)(2) [F] 914.1.2 INTERIOR ACCESS TO SHAFTWAYS.
	DOOR OR WINDOW OPENINGS TO A HOISTWAY OR SHAFTWAY FROM
	THE INTERIOR OF THE BUILDING SHALL BE PLAINLY MARKED
	WITH THE WORD ?SHAFTWAY? IN RED LETTERS AT LEAST 6
	INCHES (152 MM) HIGH ON A WHITE BACKGROUND. SUCH
	WARNING SIGNS SHALL BE PLACED SO AS TO BE READILY
	DISCERNIBLE.

	EXCEPTION: MARKINGS SHALL NOT BE REQUIRED ON SHAFTWAY
	OPENINGS THAT ARE READILY DISCERNIBLE AS OPENINGS ONTO
	A SHAFTWAY BY THE CONSTRUCTION OR ARRANGEMENT.

	8O)(3) [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.

	8P) FIRE PUMP ROOM THE EXTERIOR DOORS 112 WILL ALSO
	NEED BALLARDS TO PROTECT THIS ROOM FOR ACCESS IN
	EMERGENCY SITUATIONS. 913.2 PROTECTION AGAINST
	INTERRUPTION OF SERVICE.

	9) SHEET A2.01 MEZZANINE LEVEL/ TRUE 2ND FLOOR:
	9A) MISSING WALL TAGS BETWEEN THE GENERATOR ROOM WALL
	M-10 &M-09. 403.4.7.1.

	9B) MISSING WALL TAGS BETWEEN M-01 & M-02. 107.2.1.3
	ADDITIONAL INFORMATION REQUIRED.

	9C) MISSING WALL TAGS BETWEEN M-03 & M-04. 107.2.1.3
	ADDITIONAL INFORMATION REQUIRED.

	9D) WALL TAGS MISSING BETWEEN M-11 & M15, M-12 & M-16
	AND M-14 & M-16.

	9E) WALL TAG MISSING BETWEEN THE ELEVATOR LOBBY &
	RETAIL MEZZANINE.

	10) SHEET A2.02 / 2ND FLOOR LEVEL:
	10A) THE GYM WINDOWS IDENTIFICATION TAG AA DOES NOT
	INDICATE A FIRE RATING, THIS BEING A 1 HOUR FIRE RATED
	WALL ASSEMBLY WILL REQUIRE A 3/4 HOUR OPENING
	PROTECTIVE. SEE 2010 FBC-B SECTION 715.5
	FIRE-PROTECTION-RATED GLAZING.
	GLAZING IN FIRE WINDOW ASSEMBLIES SHALL BE
	FIRE-PROTECTION RATED IN ACCORDANCE WITH THIS SECTION
	AND TABLE 715.5. GLAZING IN FIRE DOOR ASSEMBLIES SHALL
	COMPLY WITH SECTION 715.4.7. FIRE-PROTECTION-RATED
	GLAZING SHALL BE TESTED IN ACCORDANCE WITH AND SHALL
	MEET THE ACCEPTANCE CRITERIA OF NFPA 257 OR UL 9.
	FIRE-PROTECTION-RATED GLAZING SHALL ALSO COMPLY WITH
	NFPA 80. OPENINGS IN NONFIRE-RESISTANCE-RATED EXTERIOR
	WALL ASSEMBLIES THAT REQUIRE PROTECTION IN ACCORDANCE
	WITH SECTION 705.3, 705.8, 705.8.5 OR 705.8.6 SHALL
	HAVE A FIRE-PROTECTION RATING OF NOT LESS THAN 3/4
	HOUR.

	10B) DOOR 219 LINEN/ LAUNDRY CHUTE ACCESS ROOM DOOR IS
	MISSING SELF- OR AUTOMATIC-CLOSING UPON THE DETECTION
	OF SMOKE IN ACCORDANCE WITH SECTION 715.4.8.3. COMMON
	STATEMENT FOR ALL FLOORS.

	11) SHEET A2.03:
	11A) THE PLANS DO NOT DEPICT ANY SHAFTS IN TTHE KITCHEN
	AREA FOR THE FUTURE KITCHEN EXHAUST & HOOD SYSTEM.
	708.2 SHAFT REQUIED.

	11B) ELEVATOR LOBBY # 3, IT APPEARS THERE IS A GLASS
	PANEL, NOT IDENTIFIED. 107.2.1.3 ADDITIONAL INFORMATION
	IS REQUIRED. SAFETY GLASS IS REQUIRED.
	2010 FBC-B 2406.4.

	11C) AREAS THAT ARE MISSING WALL IDENTIFICATION TAGS,
	RETROOM, COMMON AREAS WITH KITCHEN, FLEX ROOMS WITH
	RATED CORRIDOR, FLEX SPACE & RESTARUANT, WALLS AT DOOR
	313 & DOOR 317 AND STORAGE AREAS 300 & 301. 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	12) SHEET A2.11:
	12A) NOTE # 23 INDICATES THE USE OF WOOD TRELLIS,
	PLEASE REVIEW 2010 FBC-B 603.1 ALLOWABLE USES OF
	COMBUSTIBLE MATERIALS.

	B) NOTES 21 & 22 DEAL WITH A PERMINATELY AFFIXED ROOF
	LADDER TO ROOF AND NOTE 22 A 24 X 24 INCH ROOF TOP
	SCUTLE HOLE. PLEASE REVIEW BOTH: 1009.13 & 1009.14.
	1009.13 STAIRWAY TO ROOF.
	IN BUILDINGS FOUR OR MORE STORIES ABOVE GRADE PLANE,
	ONE STAIRWAY SHALL EXTEND TO THE ROOF SURFACE, UNLESS
	THE ROOF HAS A SLOPE STEEPER THAN FOUR UNITS VERTICAL
	IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). IN BUILDINGS
	WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF FROM THE
	TOP STORY SHALL BE PERMITTED TO BE BY AN ALTERNATING
	TREAD DEVICE.

	1009.14 STAIRWAY TO ELEVATOR EQUIPMENT.
	ROOFS AND PENT-HOUSES CONTAINING ELEVATOR EQUIPMENT
	THAT MUST BE ACCESSED FOR MAINTENANCE ARE REQUIRED TO
	BE ACCESSED BY A STAIRWAY.

	1009.13.2 PROTECTION AT ROOF HATCH OPENINGS.
	WHERE THE ROOF HATCH OPENING PROVIDING THE REQUIRED
	ACCESS IS LOCATED WITHIN 10 FEET (3049 MM) OF THE ROOF
	EDGE, SUCH ROOF ACCESS OR ROOF EDGE SHALL BE PROTECTED
	BY GUARDS INSTALLED IN ACCORDANCE WITH THE PROVISIONS
	OF SECTION 1013.

	13)PLEASE PROVIDE 3 SETS OF PRODUCT APPROVALS FOR EACH
	OF THE FOLLOWING COMPONENTS AND OR CLADDING.
	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 & WATERPROOFING FOR
	SLABS
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	14) 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..

	15) SHEET S1 INDICATES THE WIND DESIGN CRITERIA WHICH
	IS CORRECT. SHEET S11.5 INDICATES THE POSITIVE AND
	NEGATIVE PRESSURES FOR THIS BUILDING WHICH ARE EXTREMLY
	LOW, THE 2010 FBC-B GIVE PRESSURES UP TO AND
	MULTIPLIERS TO 60 FT. EVEN AT 60 FT , "C" EXPOSURE THE
	PRESSURES ARE HIGHERE THAN WHAT IS PROPOSED ARE LOW FOR
	10 SQ FT OF ROOF AREA AND WALL AREA. IF A WIND TUNNEL
	TEST WAS COMPLETED PLEASE PROVIDE (3) SETS OF SIGNED &
	SEALED ORIGINALS.

	ONCE THE PRESSURES ARE DETERMINED TO BE CODE COMPLIANT,
	THE DESIGNER OF RECORD OR CONTRACTOR CAN REQUEST IN
	WRITING THAT THE PRODUCT APPROVALS BE A DEFERRED
	SUBMITTAL, GIVING THEM TIME TO BID THE PROJECT OUT AND
	ONLY HAVE TO SUBMIT THE ACTUAL PRODUCTS THAT WILL BE
	INSTALLED WITHIN THE BUILDING. 107.3.4.2. DEFERRED
	SUBMITTALS.

	16) SHEET A7.01 DETAIL # 2 ENLARGED HANDICAPPED
	BATHROOM WITH A STANDARD ACCESSIBLE SHOWER AND A
	TRANSFER SEAT ON THE BACK WALL. THE PLANS SHOW A 30 X48
	INCH SPACE FOR THE WHEEL CHAIR AS DEPICTED THE PERSON
	IN THE WHEELCHAIR WILL NOT BE ABLE TO MAKE THE
	TRANSFER. THE WHEEL CHAIR IS INFRONT OF THE SEAT.
	TRANSFER TYPE SHOWER COMPARTMENTS NEEDS 12 INCHES
	BEHIND THE SEAT SO THE OCCUPANT OF THE WHEEL CHAIR WILL
	BE ABLE TO TRANSFER ACROSS TO THE SHOWER SEAT. SEE 2010
	FBC-ACCESSIBILITY CODE 608.2.1 AND THE SAME FIGURE.
	SHOWN IN THE PICTURE IS A 3X3 FOOT SHOWER BUT THE
	TRANSFER FROM THE WHEEL CHAIR TO THE SEAT WILL BE THE
	SAME REQUIREMENT.

	17) SHEET A7.02:
	17A) THERE WAS A SLIGHT CHANGE IN THE 2010
	FBC-ACCESSIBILITY CODE IN HEIGHT OF GRAB BARS, DEPICTED
	IN THE PLANS IS A MAXIMUM OF 36 INCHES CENTERLINE, THE
	2010 FBC-ACCESSIBILITY CODE NOW MEASURES THE 33-36
	INCHES TO THE TOP OF THE BAR, TOP OF GRIPPING SURFACE.
	609.4.

	17B) THE BABY CHANGING TABLE PLEASE PROVIDE THE HEIGHT
	OF THE HANDLE AT TTHE TOP OF THE TABLE. IT APPEARS TO
	BE APPROX. 5'-6" IN HEIGHT?
	SHOW COMPLIANCE WITH REACH RANGES 2010
	FBC-ACCESSIBILITY CODE 308.308.2.1 & 308.3.1.

	18) SHEET A8.01 THE TYPICAL SHOWER CURB DETAIL
	INDICATES AN OPTION AS TO CODE COMPLIANCE FOR SHOWER
	PAN MATERIALS 417.5.2.1 - 417.5.2.5.
	2010 ADMINISTRATIVE CODE 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...

	19A) SHEET A8.02 DETAIL # 1-2 BOTH INDICATE THE USE OF
	PLYWOOD SHEATHING ON LIGHT GAUGE METAL STUDS. PLEASE
	PROVIDE COMPLIANCE WITH 2010 FBC-B
	603.1 ALLOWABLE MATERIALS.
	COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS
	OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING
	APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1
	THROUGH 603.1.3:
	1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
	1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
	FRAMING AND DECKING. L

	19B) SHEET A8.02 SAME DETAILS DOES NOT INDICATE THE
	THICKNESS OF THE PLYWOOD NOR DOES THE PLANS PROVIDE THE
	TYPE OF FASTENER AND SIZE OF FASTENER TO BE USED IN
	SECURINGTHE PLYWOOD TO THE METAL STUDS. 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	20) SHEET A8.03 DETAIL 1 & 2 TYPICAL BALCONY, SHOWS A
	BALISTER & HANDRAIL SYSTEM HEIGHT OF 42 INCHES FINISH
	NOTE THIS IS A MINIMUM HEIGHT, ONE DETAIL SHOWS THE
	FINISH FLOOR BENEATH THE BOTTOM RAIL AT 42 INCHES THE
	OTHER SHOWS THE BOTTOM RAIL SITTING ON THE ROUGH SLAB
	AT A HEIGHT OF 44". 2010 FBC-B 1013.2 HEIGHT. PLEASE
	PROVIDE WHICH TYPE OF INSTALATION WILL BE USED ON THIS
	PROJECT. DISCREPANCY IN PLANS. 107.2.1.3 ADDITIONAL
	INFORMATIO IS REQUIED.
	PLEASE ALSO NOTE THE 3 RD FLOOR IS TO BE DESIGNED FOR A
	FUTURE RESTARAUNT, BE AWARE OF 1013.2 WHERE FIXED
	SEATING MAY BE A HEIGHT FACTOR IN THE GUARD RAIL.

	21) SHEET S1 AND S11.1 BOTH INDICATE THE USE OF AUGER
	CAST PILE, PLEASE PROVIDE WHAT AGENCY/ INSPECTION
	SERVICE WILL BE RESPONSIBLE FOR THEOBSERVING & RECORD
	KEEPING OF THE AUGER CAST PILE ASWELL AS LOAD TESTING
	TO SECTION 2010 FBC-B 1810.3.3.1.2.

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

	23) 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]

	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	3	Status	F	Date	2016-03-17			Cont ID
Sent By	albarran			Date	2016-03-17	Time	15:42	Rev Time	0.00
Received By	albarran			Date	2016-03-17	Time	11:41	Sent To

Notes

2016-03-17 15:45:12	3RD ELECTRICAL REVIEW NOTES FOR PERMIT 14061217
	REVIEWED FOR COMPLIANCE WITH: 2010 FBC & NEC 2008

	BELOW ARE THE COMMENTS RESPONSES TO THE SECOND REVIEW.
	TO SIMPLIFY MATTERS I HAVE USED THE SAME FORMAT OF THE
	PREVIOUS REVIEW AND DELETED ALL THE SATISFACTORILY
	ADDRESSED AND ONLY LEFT THE ONES REQUIRING FURTHER
	ATTENTION. FURTHERMORE, ALL SHOW WINDOW AND SIGN OUTLET
	REQUIREMENTS HAVE BEEN DEFFERED TO THE TENANT
	BUILD-OUT.

	PAGE 201
	2. PER THE SAME CODE, AUTOMATIC LIGHTING CONTROLS ARE
	REQUIRED IN THE ENTRY HALLWAYS.
	(A) PER FBC-E 505.2.1 EVERY AREA ENCLOSED BY WALLS OR
	FLOOR TO CEILING PARTITIONS SHALL HAVE AT LEAST ONE
	CONTROL DEVICE TO CONTROL THE LIGHTING WITHIN THE
	SPACE. THIS MEANS SEPARATE LIGHT SWITCHES ARE REQUIRED
	IN THE TOILET AREA, MAIN BATH AREA AND CLOSET.
	FURTHERMORE, FBC-M SECTION 401.3 REQUIRES THAT
	VENTILATION BE PROVIDED WHENEVER THE SPACE IS OCCUPIED
	THEREFORE THE EXHAUST FANS SHALL BE TIED TO THE
	LIGHTING.
	3. THERE ARE NO ELECTRICAL OUTLETS SHOWN ON THE
	DRAWINGS FOR THE GUEST ROOMS. GUEST ROOM OUTLETS SHALL
	BE INSTALLED AND SPACED ACCORDING TO NEC 210.52 (A) &
	(D).
	(A) RECEPTACLES AS INDICATED ON PLANS DO NOT COMPLY
	WITH THE MINIMUM CODE REQUIREMENTS OF NEC 210.52(A)(1).
	4. THOUGH NEC REQUIRES TAMPER?RESISTANT RECEPTACLES FOR
	DWELLING UNITS NOT SPECIFICALLY GUEST ROOMS, THE
	INSTALLATION OF TAMPER?RESISTANT DEVICES IS A
	SUGGESTION.
	(A) RESPONSE COMPLIANT W/NEC 2008 THOUGH REQUIRED IN
	CURRENT CODE.

	PAGE 301
	1. THERE IS NO LIGHTING REFLECTED FOR THE VARIOUS
	ROOMS. AS PER THE VARIOUS CODES ALL THESE ROOMS REQUIRE
	ILLUMINATION AS WELL AS EMERGENCY LIGHTING. AUTOMATIC
	CONTROLS AS PER FBC?E SHALL BE INSTALLED AS REQUIRED.
	(A) RESPONSE ACCEPTED HERE SEE NOTE ABOVE.

	WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
	RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
	(NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
	WHERE THE CORRECTIONS APPEAR ALONG WITH THE STANDARD
	CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
	CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK VOID
	AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
	COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
	GREATLY APPRECIATED.

	IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
	CONTACT ME DIRECTLY.

	THANK YOU,
	MIKE ALBARRAN
	ELECTRICAL PLANS EXAMINER
	PH: 561-805-6746
	EMAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2015-09-09			Cont ID
Sent By	albarran			Date	2015-09-09	Time	16:32	Rev Time	0.00
Received By	albarran			Date	2015-09-09	Time	08:38	Sent To	I

Notes

2015-09-09 16:37:15	PLEASE NOTE THAT I, MIKE ALBARRAN, ELECTRICAL PLANS
	EXAMINER HAVE COMPLETED THE SECOND REVIEW OF THE ABOVE
	MENTIONED JOB. BELOW ARE THE COMMENTS WITH REGARDS TO
	THE REQUIRED CORRECTIONS. THE FOLLOWING ITEMS SHALL BE
	CORRECTED AND THE PLANS RESUBMITTED FOR ANOTHER REVIEW.
	PAGE E101
	1. NEC 600.5 REQUIRES A DEDICATED SIGN OUTLET AT EACH
	ENTRANCE OF A COMMERCIAL BLDG. IN THIS CASE, THERE ARE
	THREE MARKED ON THE PLANS.
	2. NEC 210.62 STATES THAT AT LEAST 1 OUTLET BE
	INSTALLED WITHIN 18? OF THE TOP OF A SHOW WINDOW FOR
	EACH 12? OF WINDOW OR PORTION THEREOF.
	3. ADDITIONAL LIGHTING SHALL BE INSTALLED IN STAIR 3.
	SWITCHING TO CODE.
	PAGE 104
	1. SAME AS NUMBER 1 ABOVE. THE S.E. DOOR MAY NOT
	REQUIRE THIS IF IT IS AN INTERIOR DOOR.
	2. THE SAME APPLIES TO ?FLEX SPACE? 1, 2 & 3.
	PAGE 201
	1. PER FBC-ENERGY SECTION 505.2.1.3(3) HOTEL ROOMS
	SHALL HAVE A MASTER SWITCH AT THE ENTRY DOOR TO ALL
	LIGHTING AND SWITCHED OUTLETS IN THE ROOM.
	2. PER THE SAME CODE, AUTOMATIC LIGHTING CONTROLS ARE
	REQUIRED IN THE ENTRY HALLWAYS.
	3. THERE ARE NO ELECTRICAL OUTLETS SHOWN ON THE
	DRAWINGS FOR THE GUEST ROOMS. GUEST ROOM OUTLETS SHALL
	BE INSTALLED AND SPACED ACCORDING TO NEC 210.52 (A) &
	(D).
	4. THOUGH NEC REQUIRES TAMPER-RESISTANT RECEPTACLES FOR
	DWELLING UNITS NOT SPECIFICALLY GUEST ROOMS, THE
	INSTALLATION OF TAMPER-RESISTANT DEVICES IS A
	SUGGESTION.
	5. FBC-907.2.11.1 REQUIRES THAT SINGLE STATION SMOKE
	DETECTORS BE INSTALLED IN EVERY GUEST ROOM.
	PAGE 301
	1. THERE IS NO LIGHTING REFLECTED FOR THE VARIOUS
	ROOMS. AS PER THE VARIOUS CODES ALL THESE ROOMS REQUIRE
	ILLUMINATION AS WELL AS EMERGENCY LIGHTING. AUTOMATIC
	CONTROLS AS PER FBC-E SHALL BE INSTALLED AS REQUIRED.
	2. ACCORDING TO THE RISER DIAGRAM, PANEL IL IS TO BE
	INSIDE THE MAIN ELECTRICAL ROOM, BUT IT IS NOT
	INDICATED ON DETAIL 4 OF THIS PAGE.
	3. THE RISER REFLECT PANEL IL AS A SINGLE UNIT, YET THE
	PANEL SCHEDULE SHEET SHOWS TWO SEPARATE PANELS.
	4. THE RISER DIAGRAM DOES NOT MATCH THE PANEL SCHEDULE
	AS SHOWN ON THE DRAWINGS.

	WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
	CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE
	PREVIOUSLY REVIEWED SHEETS.

	IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
	CONTACT ME DIRECTLY.

	THANK YOU

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2014-08-06			Cont ID
Sent By	dhayes			Date	2014-08-06	Time	14:08	Rev Time	0.00
Received By	dhayes			Date	2014-08-06	Time	13:27	Sent To

Notes

2014-08-06 14:07:57	DATE: 8/6/2014
	PROJECT: CLEMATIS HOTEL
	PERMIT#: 14061217
	CODE: 2008 EDITION OF THE NEC
	2010 EDITION OF THE FBC
	2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
	ADMINISTRATION, 2012 FBC SUPPLEMENTS.

	1ST ELECTRICAL PLAN REVIEW
	ACTION: DENIED

	1) THE PRIMARY PERMIT SUBMITTAL INCLUDES A FLORIDA
	ENERGY EFFICIENCY CODE SUBMITTAL THAT INDICATES
	COMPLIANCE WITH THE FBC FOR ENERGY. HOWEVER, THE PLANS
	DO NOT REFLECT FULL COMPLIANCE. INDICATE FULL
	COMPLIANCE ON THE ELECTRICAL PLANS AS FOLLOWS:
	2) PROVIDE A LIGHTING FIXTURE SCHEDULE, ACCOMPANIED BY
	MANUFACTURER EQUIPMENT SUBMITTALS AND SHOP DRAWINGS ON
	LIGHTING CONTROL AND/OR ENERGY MANAGEMENT SYSTEMS. FBC
	107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS
	3) SHEET E101
	SEE CODE REFERENCE: FBC-E 505.2 LIGHTING CONTROLS
	(MANDATORY). LIGHTING SYSTEMS SHALL BE PROVIDED WITH
	CONTROLS AS REQUIRED IN SECTIONS 505.2.1, 505.2.2,
	505.2.3 AND 505.2.4
	A.) LOBBY AND SERVICE CORRIDORS. INDICATE COMPLIANCE
	WITH FBC-E 505.2.2 AUTOMATIC LIGHTING SHUTOFF.
	B.) ELECTRICAL RM #110, FIRE PUMP RM #112, SHOULD NOT
	HAVE AN OS SWITCH DUE TO 505.2.2 EXCEPTION #4 SPACES
	WHERE AN AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT
	SAFETY OR SECURITY.
	C.) THE PORTE COCHERE LIGHTING DOES NOT INDICATE ANY
	LIGHTING CONTROL FBC-E 505.2.4 EXTERIOR LIGHTING
	CONTROLS REQUIRED.
	D.) POLE LIGHTS AT FRONT ENTRY REQUIRE LIGHTING CONTROL
	AND WIND LOAD CALCULATIONS. FBC 107.2.1 INFORMATION ON
	CONSTRUCTION DOCUMENTS
	E.) AC-R1.1 DOES NOT INDICATE A CIRCUIT OR A
	DISCONNECT. DISCONNECTING MEANS SHALL BE LOCATED WITHIN
	SIGHT FROM AND READILY ACCESSIBLE FROM THE
	AIR-CONDITIONING OR REFRIGERATING EQUIPMENT. THE
	DISCONNECTING MEANS SHALL BE PERMITTED TO BE INSTALLED
	ON OR WITHIN THE AIR-CONDITIONING OR REFRIGERATING
	EQUIPMENT. NEC 440.14

	4) SHEET E 102
	A.) GENERATOR RM #M10 AND THE BOILER RM #M01 SHOULD NOT
	HAVE AN OS SWITCH DUE TO 505.2.2 EXCEPTION #4 SPACES
	WHERE AN AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT
	SAFETY OR SECURITY. 505.2.4

	5) SHEET E103 AND SHEET E 201
	SLEEPING ROOMS IN HOTELS REQUIRE LIGHTING CONTROL.
	FBC-E 505.2.1.3 ADDITIONAL CONTROLS. (3)

	6) SHEET E 104
	A.) INDICATE COMPLIANCE WITH FBC-E 505.2.2 AUTOMATIC
	LIGHTING SHUTOFF.
	B) INDICATE CIRCUITS FOR EXIT AND EMERGENCY LIGHTING.
	FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.


	7) SHEET E 108
	A.) ADDITIONAL GFI SERVICE OUTLETS ON THE ROOF FOR
	MECHANICAL EQUIPMENT. THE RECEPTACLE SHALL BE LOCATED
	ON THE SAME LEVEL AND WITHIN 25FT OF THE HEATING,
	AIR-CONDITIONING, AND REFRIGERATION EQUIPMENT. SEE NEC
	210.63, 210.8(A)(3), AND 406.8(B)(1),

	8) SHEET E 401
	A.) NOTE 4 INDICATES TO REFER TO PANEL SCHEDULES FOR
	FEEDER SIZE. PANEL MDPAC CALLS FOR 4 RUNS OF 4, 500
	KCMIL AL BUT ALSO CALLS FOR A 400AMP SERVICE RATED MCB
	WITH A CONNECTED LOAD OF 136AMPS PER PHASE.
	CLARIFICATION IS REQUIRED. FBC 107.2.1 INFORMATION ON
	CONSTRUCTION DOCUMENTS
	B.) NOTE 6 INDICATES THE FIRE PUMP IS A 100HP 208V
	3PHASE MOTOR. A 100 HP FIRE PUMP MOTOR REQUIRES A
	MINIMUM 400AMP SERVICE RATED OCPD AND FEEDER. RATE FIRE
	PUMP CONTROLLER AND FEEDERS PER NEC 695. SUBMIT
	MANUFACTURER DOCUMENTATION ON FIRE PUMP MOTOR AND
	CONTROLER/ATS
	C.) NOTE 13 INDICATES TO FEED THE 100HP FIRE PUMP FROM
	GENERATOR WITH #2 WIRE. AS STATED ABOVE A 100HP MOTOR
	REQUIRES A MUCH LARGER FEEDER. REVISE DESIGN FOR CODE
	COMPLIANCE. SEE NEC 310, 430, 695, AND 700
	D.) NOTE 17 INDICATES TO FEED THE 100HP FIRE PUMP FROM
	UTILITY WITH #2 WIRE. AS STATED ABOVE A 100HP MOTOR
	REQUIRES A MUCH LARGER FEEDER. THERE IS NO INDICATION
	OF A METER AHEAD OF THIS UTILITY FEEDER. REVISE DESIGN
	FOR CODE COMPLIANCE. SEE NEC 215, 225, 230.2, 310, 430
	AND 695.
	E) NOTE 20 INDICATES THE GENERATOR WILL COMPLY WITH
	NFPA 101 AMONG OTHERS ETC... PLEASE ADD 2008 EDITION OF
	NFPA 70, ARTICLE 700.
	F.) NOTE 22 CALL OUT A GENERATOR BUT DOES NOT IDENTIFY
	THE SIZE AND TYPE. IDENTIFY THE GENERATOR WITH VOLTAGE,
	KVA/KW SIZE ADEQUATELY TO SUPPORT ALL DESIGN LOADS AND
	PROVIDE MANUFACTURER EQUIPMENT SUBMITTALS ON THE
	GENERATOR AND ATS AS SUPPORTING DOCUMENTATION.
	G.) NOTE 39 INDICATES THIS SPACE TO BE THE FPL UTILITY
	VAULT. THE NAME DESIGNATION ABOVE THIS ROOM IS
	GENERATOR ROOM. CLARIFICATION IS REQUIRED. FBC 107.2.1
	INFORMATION ON CONSTRUCTION DOCUMENTS
	H.) PANEL 1L INDICATES IT IS TO BE FED FROM PANEL
	MDPAC. THERE IS NO LOAD INDICATED IN PANEL MDPAC ON
	SHEET E 501. I BELIEVE THE INTENT WAS TO INDICATE THE
	FEED FROM PANEL MDPA HOWEVER THERE IS NO LOAD INDICATED
	IN PANEL MDPA EITHER. THEREFORE THERE HAS BEEN NO LOAD
	CALCULATED.
	I.) THE RISER DIAGRAM INDICATES TO REFERENCE THE PANEL
	SCHEDULE FOR FEEDER SIZES. WHEN I REFERENCE PANEL MDPA
	OR MDPAC FOR FEEDER SIZES FOR PANELS 2L, 3L, 4L ETC...
	OR PANEL 2AC, 3AC, 4AC, ETC... THE NOTE IS THE SAME. TO
	REFERENCE THE PANEL SCHEDULE FOR FEEDER. THERE ARE NO
	PANEL SCHEDULES ON ANY OF THE E SHEETS FOR ANY OF THE
	FLOOR PANELS 2L, 3L,4L ETC..., 2AC, 3AC, 4AC, ETC...,
	2R,3R, PROVIDE ALL PANEL SCHEDULES, LOADS AND FEEDERS.
	FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
	J.) LOAD CALCULATIONS ARE REQUIRED FOR THE BUILDING
	ELECTRICAL SYSTEM BASED ON THE NEC ARTICLE 220. FBC
	107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS
	K.) IDENTIFY ALL SERVICE METERS AND MAINS. NEC 225.37
	IDENTIFICATION.
	L.) INDICATE THE REQUIRED SIGNAGE INSIDE AND OUTSIDE
	THE BUILDING AS REQUIRED TO IDENTIFY THE GENERATOR AS
	AN ALTERNATE SOURCE OF POWER. NEC 700.8 NEC 225.37
	IDENTIFICATION.
	M.) PROVIDE MANUFACTURER EQUIPMENT PRODUCT SUBMITTALS
	FOR THE GENERATOR, ATS AND RELATED EQUIPMENT. FBC
	107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS
	N) PROVIDE AND INDICATE THE TESTING AND MAINTENANCE
	REQUIRED PER NEC 700
	O.) THERE IS A RUN IDENTIFIED AS 2, 4? EC (EMPTY
	CONDUITS) FROM AN UNIDENTIFIED SOURCE NEXT TO
	UNIDENTIFIED FPL UTILITY METER? THIS APPEARS TO
	REPRESENT A FUTURE METER FOR A FUTURE TENANT IN WHAT IS
	IDENTIFIED AS A FUTURE RETAIL SPACE. CLARIFICATION IS
	REQUIRED. REVISE PLANS TO MAINTAIN GROUPING AND MAXIMUM
	NUMBER OF MAINS. NEC 225.33 MAXIMUM NUMBER OF
	DISCONNECTS, AND 225.34 GROUPING OF DISCONNECTS.
	P.) PANEL K IS INDICATED ON THE THIRD LEVEL. THERE IS
	NO MAIN INDICATED IN FRONT OF OR GROUPED WITH THE REST
	OF THE MAINS IN THE MAIN ELECTRICAL ROOM. CLARIFICATION
	IS REQUIRED. REVISE PLANS TO MAINTAIN GROUPING AND
	MAXIMUM NUMBER OF MAINS. NEC 225.33 MAXIMUM NUMBER OF
	DISCONNECTS, AND 225.34 GROUPING OF DISCONNECTS.

	9) SHEET E 502
	A.) PANEL RAC IS IDENTIFIED AS A 1200AMP MLO PANEL WITH
	A 110AMP SUPPOSED LOAD FED WITH ONE SET OF 4, 250KCMIL
	AL W,1#4AL GRND FROM AN UNIDENTIFIED MAIN IN THE MAIN
	ELECTRICAL ROOM. IDENTIFY THE MAIN AS MAIN #? OF 6?
	IDENTIFY ALL SERVICE METERS AND MAINS.

	10) PROVIDE SAFETY LABELING FOR ARC FLASH PROTECTION
	FOR THE PANEL BOARDS AND MAIN DISCONNECTING MEANS. NEC
	110.16, 110.22

	11) VERIFY THE ELECTRICAL SERVICE DISCONNECTING MEANS
	HAS A FAULT CURRENT RATING THAT IS SUFFICIENT AT
	NOMINAL CIRCUIT VOLTAGE FOR THE CURRENT THAT MUST BE
	INTERRUPTED. NEC 110.9

	12) PROVIDE SEPARATE ELECTRICAL PERMIT APPLICATIONS
	ACCOMPANIED BY MANUFACTURERS EQUIPMENT SUBMITTALS,
	PLANS, AND SHOP DRAWINGS AS REQUIRED FOR: GENERATOR,
	FIRE ALARM, SECURITY, CCTV, DATA/COM, NETWORK,
	STRUCTURED CABLING, AUDIO/VIDEO, LIGHTNING PROTECTION
	AND SIGNAGE.

	WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RE-SUBMITTAL FORM. SEE LINK:
	HTTP://WPB.ORG/DEVELOPMENT /WP-CONTENT/UPLOADS/SITES/33
	/2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF

	ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO
	SUBMITTAL PACKAGE AND LEAVE THE PREVIOUSLY REVIEWED
	SHEETS FOR COMPARATIVE REVIEW.

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

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	F	Date	2016-06-14		Cont ID
Sent By	Mgonzale			Date	2016-06-14	Time	Rev Time	1.00
Received By	mgonzale			Date	2016-06-14	Time	Sent To	Z

Notes

2016-06-14 15:41:50	PLEASE SUBMIT APPLICATIONS FOR A DEVELOPMENT PERMIT
	AND RIGHT-OF-WAY PERMIT FROM THE ENGINEERING
	DEPARTMENT. APPLICATION FORMS CAN BE FOUND AT
	HTTP://WPBFL.US/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
	RMS,-PERMITS-APPLICATIONS
	(SECTIONS 2-421 AND 78-432, CODE OF ORDINANCES)

	MANUEL JULIAN GONZALEZ
	ENGINEERING PROJECT COORDINATOR
	PUBLIC WORKS DEPARTMENT
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
	MAIN PHONE: (561) 822-1200
	DIRECT: (561) 494-1085
	FAX: (561) 494-1116
	EMAIL: [email protected]
	WWW.WPB.ORG/ENGINEERING

	IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
	WEST PALM BEACH
	CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
	MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
	FREE."
	FOR MORE INFORMATION REFER TO THE LINK BELOW:
	HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
	CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2015-05-22			Cont ID
Sent By	cranford			Date	2015-05-22	Time	14:55	Rev Time	0.00
Received By	cranford			Date	2015-05-22	Time	11:08	Sent To

Notes

2015-05-22 14:54:54	1. PLEASE ADDRESS OUT PREVIOUS COMMENTS FROM THE 2014
	REVIEW.

	2. GREASE TRAPS ARE PROPOSED WITHIN THE BUILDING, IN
	THE SAME SPACE INTENDED FOR THE TRASH DUMPSTERS /
	COMPACTORS. PLEASE VERIFY THAT THE PROPOSED SIZE AND
	QUANTITY OF TRASH BINS IS APPROPRIATE FOR THE WASTE
	YARDAGE ANTICIPATED TO BE GENERATED BY THE COMPLEX.
	DEMONSTRATE THAT THE NEEDED DUMPSTER(S) WILL FIT WITHIN
	THE PROPOSED BUILDING. CONSIDER USING A COMPACTOR TO
	REDUCE THE YARDAGE OF WASTE THAT WILL NEED TO BE
	COLLECTED. (SHEET P101)

	3. PLEASE DEMONSTRATE THAT THE PROPOSAL TO ROLL THE
	TRASH BINS INTO THE ALLEY WILL NOT IMPEDE TRAFFIC FLOW
	WHILE THE BINS ARE IN THE ALLEY OR COMPLETELY BLOCK
	TRAFFIC WHEN THE SOLID WASTE TRUCKS ARE COLLECTING THE
	GARBAGE.

	4. PLEASE CONNECT THE FIRE RISER DRAIN TO THE SANITARY
	SYSTEM RATHER THAN THE STORMWATER SYSTEM. PER NFPA
	STANDARDS: THE DRAIN SHOULD BE PIPED TO A SUMP, WHICH
	IN TURN SHOULD DISCHARGE BY GRAVITY OR BE PUMPED TO A
	WASTE WATER DRAIN OR SEWER. (SHEET FS 201)

	5. PLEASE DISCUSS THE PROPOSED SANITARY CONNECTION
	LOCATION WITH PUBLIC WORKS STAFF. THE CITY IS IN THE
	PROCESS OF ABANDONING UTILITIES WITHIN ALLEYS DUE TO
	THEIR AGE AND DIFFICULTY PERFORMING MAINTENANCE AND
	REPAIR ACTIVITIES. THE SANITARY CONNECTION MAY NEED TO
	BE RELOCATED TO THE MAIN LINE ALONG DIXIE.


	KELLY CRANFORD, P.E.
	LAND DEVELOPMENT ENGINEER
	PUBLIC WORKS DEPARTMENT
	CITY OF WEST PALM BEACH
	[email protected]
	561-494-1098 (OFFICE)

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2014-07-30			Cont ID
Sent By	cranford			Date	2014-07-30	Time	13:03	Rev Time	5.00
Received By	cranford			Date	2014-07-30	Time	13:00	Sent To	M

Notes

2014-07-30 13:03:28	ENGINEERING/PUBLIC WORKS DEPT COMMENTS

	1. PLEASE SUBMIT APPLICATIONS FOR A DEVELOPMENT PERMIT
	AND RIGHT-OF-WAY PERMIT FROM THE ENGINEERING
	DEPARTMENT. APPLICATION FORMS CAN BE FOUND AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
	(SECTIONS 2-421 AND 78-432, CODE OF ORDINANCES)

	2. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR
	LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR
	EXITS. (SECTION 94-305E, CODE OF ORDINANCES)

	3. DIXIE IS A ONE-WAY ROAD (SOUTH BOUND ONLY) IN FRONT
	OF THE PROPOSED ENTRANCE. PLEASE SHOW THE SIGNAGE
	PROPOSED TO CONVEY THE TRAFFIC PATTERN TO HOTEL GUESTS
	USING THE ENTRANCE DRIVE. PLEASE SUBMIT AN UPDATED
	TRAFFIC CIRCULATION PLAN WITH TRAFFIC MOVING IN THE
	CORRECT DIRECTION AND USING APPROPRIATE TURNING
	TEMPLATES.

	4. PLEASE SHOW THE LOADING SPACE (TO REPLACE THE
	LOADING DOCK INCLUDED IN THE APPROVED SITE PLAN FOR
	PROJECT Z11120014) AND THE LOCATION OF EMERGENCY
	VEHICLE PARKING/STAGING AREA(S).

	5. PLEASE SHOW THE LOCATIONS OF THE ROOF DRAINS.
	CALCULATIONS WILL NEED TO BE PROVIDED AS PART OF THE
	ENGINEERING DEPARTMENT DEVELOPMENT PERMIT APPLICATION.
	IS THE ALLEY PROPOSED TO BE REPAVED WITH ASPHALT OR
	WITH PAVERS? PLAN SHEET C-05 SHOWS THE ALLEY AS
	PROPOSED ASPHALT WHILE DETAIL C-C INDICATES SIDEWALK
	PAVERS.

	6. PLEASE CLARIFY WHICH VERTICAL DATUM HAS BEEN USED
	FOR THE PLANS. THE SUBMITTED SURVEY AND ARCHITECTURAL
	PLANS REFERENCE NGVD 29 IN NOTE 6 WHILE THE CIVIL PLANS
	REFERENCE NAVD 1988.

	7. CONDITIONS OF FORMAL SITE PLAN APPROVA ( Z11120014)L
	MUST BE MET PRIOR TO BUILDING PLAN APPROVAL INCLUDING
	OBTAINING A UNITY OF TITLE. THE APPLICATION FORM FOR
	THE UNITY OF TITLE CAN BE FOUND AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

	KELLY E CRANFORD, PE
	LAND DEVELOPMENT ENGINEER
	ENGINEERING & PUBLIC SERVICES
	CITY OF WEST PALM BEACH
	(561)494-1098

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	4	Status	P	Date	2016-03-16			Cont ID
Sent By	pleduc			Date	2016-03-16	Time		Rev Time	0.00
Received By	pleduc			Date	2016-03-11	Time	16:22	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	P	Date	2015-09-04			Cont ID
Sent By	pleduc			Date	2015-09-04	Time		Rev Time	0.00
Received By	pleduc			Date	2015-09-03	Time	12:41	Sent To

Notes

2015-09-03 14:16:42	THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
	FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:

	PLEASE CONSIDER THE FOLLOWING AS PROVISO:

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

	2) RADIO

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

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

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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2015-05-11			Cont ID
Sent By	pleduc			Date	2015-05-11	Time		Rev Time	0.00
Received By	pleduc			Date	2015-05-04	Time	16:39	Sent To

Notes

2015-05-11 12:15:51	THIS 2ND PLAN REVIEW WAS FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:

	1) SHEET A1.00 ADD AND EXIT SIGN AT DOOR # 108 FROM THE
	LOBBY AREA. A REMOTE EXIT FROM THE FRONT LOBBY DOORS IS
	REQUIRED. CHANGE EXIT SIGNS TO THE OPPISITE SIDE OF
	DOORS # 107.1 SHOWN ON E 101.

	2) SHEET A 2.03 DOOR # 325 THE DOOR SWING IS REQUIRED
	TO SWING IN THE DIRECTION OF EXIT TRAVEL. SHOW DOORS
	SWINING IN OPPOSITE DIRECTION.

	3) SHEET E 104 EXIT SIGNS UNDER THE CENTER TERRACE AREA
	NEED TO BE TURNED IN THE OPPISTE DIRECTION LEADING
	PEOPLE TO THE STAIR, NOT AWAY FROM IT.

	4) SHEET E 107, REQUIRED TO ADD AN EXIT SIGN, MOUNTED
	ON THE CORNER WALL, SENDING PEOPLE FROM THE BATHROOM
	AND SUNDECK AREA THRU THE SEATING AREA.

	5) SHEET A 1.11 EXIT STAIR 1 EXIT LOAD CALCULATION
	SHOWS 388 PERSON/3 STAIRS 130 PERSONS. THERE ARE ONLY 2
	STAIRS FROM THIS AREA. PLEASE CORRECT.

	6) SHEET E 104, DOORS # 311 - 311.1 SHOWS A DIFFERENT
	SWING THAN WHAT IS SHOWN ON A 1.03 AND A 2.03. PLEASE
	CORRECT
	SHEET A 1.03, REQUIRED TO HAVE A 2ND EXIT FROM
	RESTURANT AREA REMOTE FROM THE CENTER STAIR EXIT. THE
	EXIT DOOR NEEDS TO SWING IN THE DIRECTION OF TRAVEL.
	PLEASE CORRECT.

	7) SHEET FA 301 PROVIDE A NOTE INDICATING VOICE/ALARM
	COMMUNICATION SYSTEM PER NFPA 1 13.7.2.27.2.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2014-07-09			Cont ID
Sent By	pleduc			Date	2014-07-10	Time		Rev Time	0.00
Received By	pleduc			Date	2014-07-03	Time	11:15	Sent To

Notes

2014-07-09 15:31:23	THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:

	1. PROVIDE DRAWING NOTE INDICATING ALL CONSTRUCTION AND
	DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS OF
	NFPA 241. TRASH AND CONSTRUCTION DEBRIS SHALL BE
	REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
	PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
	OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
	SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
	RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.

	2. PER NFPA 241- STANDARD FOR SAFEGUARDING
	CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS,
	SECTION 4.2 TEMPORARY CONSTRUCTION TRAILERS SHALL BE
	SEPARATED FROM ADJACENT TRAILERS OR STRUCTURES IN
	ACCORDANCE WITH TABLE 4.2.1. PER TABLE 4.2.1:
	1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 30 FEET
	2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 35 FEET
	3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 40 FEET
	4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 45 FEET
	5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 50 FEET
	6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
	SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
	**A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
	BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
	SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.

	3. PROVIDE A DRAWING NOTES TO THE FUEL SUPPLY OF THE
	GENERATOR AND BOILER.

	4. PROVIDE A DRAWING NOTE FOR PROVIDING AN EXTERIOR KEY
	SAFE TO ALLOW EMERGENCY RESPONDERS NON-FORCIBLE ENTRY
	INTO THE BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE
	CAN BE ORDERED FROM WWW.KNOXBOX.COM

	5. PROVIDE A DRAWING NOTE FOR TACTILE SIGNAGE AT ALL
	REQUIRED EXIT DOORS WITH EXIT SIGNS.

	6. PROVIDE A DRAWING NOTE FOR STAIRWAY IDENTIFICATION:
	NEW ENCLOSED STAIRS SERVING THREE OR MORE STORIES AND
	EXISTING ENCLOSED STAIRS SERVING FIVE OR MORE STORIES
	SHALL COMPLY WITH (A) THROUGH (L).
	(A) THE STAIRS SHALL BE PROVIDED WITH SPECIAL SIGNAGE
	WITHIN THE ENCLOSURE AT EACH FLOOR LANDING.
	(B) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL.
	(C) THE SIGNAGE SHALL INDICATE THE TERMINUS OF THE TOP
	AND BOTTOM OF THE STAIR ENCLOSURE.
	(D) THE SIGNAGE SHALL INDICATE THE IDENTIFICATION OF
	THE STAIR ENCLOSURE.
	(E) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL OF, AND
	THE DIRECTION TO, EXIT DISCHARGE.
	(F) THE SIGNAGE SHALL BE LOCATED INSIDE THE ENCLOSURE
	APPROXIMATELY 60-INCHES ABOVE THE FLOOR LANDING IN A
	POSITION THAT IS VISIBLE WHEN THE DOOR IS IN THE OPEN
	OR CLOSED POSITION.
	(G) THE FLOOR LEVEL DESIGNATION SHALL ALSO BE TACTILE.
	(H) THE SIGNAGE SHALL BE PAINTED OR STENCILED ON THE
	WALL OR ON A SEPARATE SIGN SECURELY ATTACHED TO THE
	WALL.
	(I) THE STAIRWAY IDENTIFICATION LETTER SHALL BE LOCATED
	AT THE TOP OF THE SIGN IN MINIMUM 1-INCH HIGH
	LETTERING.
	(J) SIGNAGE THAT READS ?NO ROOF ACCESS? AND IS LOCATED
	UNDER THE STAIRWAY IDENTIFICATION LETTER SHALL
	DESIGNATE STAIRWAYS THAT DO NOT PROVIDE ROOF ACCESS.
	LETTERING SHALL BE A MINIMUM OF 1-INCH HIGH.
	(K) THE FLOOR LEVEL NUMBER SHALL BE LOCATED IN THE
	MIDDLE OF THE SIGN IN MINIMUM 5-INCH HIGH NUMBERS.
	MEZZANINE LEVELS SHALL HAVE THE LETTER ?M? OR OTHER
	APPROPRIATE IDENTIFICATION LETTER PRECEDING THE FLOOR
	NUMBER, WHILE BASEMENT LEVELS SHALL HAVE THE LETTER ?B?
	OR OTHER APPROPRIATE IDENTIFICATION LETTER PRECEDING
	THE FLOOR LEVEL NUMBER.
	(L) IDENTIFICATION OF THE LOWER AND UPPER TERMINUS OF
	THE STAIRWAY SHALL BE LOCATED AT THE BOTTOM OF THE SIGN
	IN MINIMUM 1-INCH HIGH LETTERS OR NUMBERS.

	7. SHEET A 1.01 & A 2.01 RETAIL MEZZANINE M22 SHALL NOT
	BE OCCUPIED UNTIL THE 2ND MEANS OF EGRESS IS PROVIDED
	FOR AND APPROVED.

	8. CLARIFICATION AND CONSISTENCY IS REQUIRED REGARDING
	ELEVATOR LOBBY DOOR RATINGS:
	SHEET A 2.01 DOOR M21 IS RATED AND APPROVED.
	SHEET A 2.03 DOOR 326 IS NOT RATED.
	SHEET A 2.11 DOORS PD 10 & 10.1 ARE NOT RATED.
	SOME DOORS ARE LABLED CORRIDOR DOORS ON THE DOOR
	SCHEDULE, SOME ARE LABELD ELEVATOR LOBBY DOORS. PLEASE
	PROVIDE JUSTIFICATION. IT IS IMPERATIVE THAT EACH DOOR
	ASSOCIATED WITH
	AN ELEVATOR LOBBY ARE RATED AND INSTALLED CONSISTENTLY
	TO ENSURE EQUAL LIFE SAFETY IN THE SAME SPACES.

	9. PROVIDE FOR CO MONITORING IN THE GENERATOR AND
	BOILER ROOMS.

	10. SHEETS A 2.00, A 2.01, M101 & M102, DO NOT SHOW A
	VENTILATION SYSTEM IN THE PORTE COCHERE, DROP OFF
	AREAS. IT IS IMPERATIVE THAT THESE AREAS HAVE
	VENTIALTION PROVIDED FOR TO REMOVE ANY BUILDUP OF
	VEHICULAR GASES, CO.

	11. SHEET FA 101 CO MONITORS ARE NEEDED FOR THE PORTE
	COCHERE, DROP OFF AREAS. SLEEPING ROOMS ARE DIRECTLY
	ABOVE THIS AREA AND IT IS IMPERATIVE THAT A PROTECTION
	SYSTEM IS PROVIDED TO REDUCE AND/OR ELIMINATE VEHICULAR
	GASES.

	12. SHEET E 103 - ADD EXIT SIGN IN MAIN CORRIDOR
	POINTING DOWN CORRIDOR 236 TO STAIR NO. 1, 235.

	13. SHEET E 104 - ADD EXIT SIGN IN HALLWAY OF EXTERIOR
	TERRACE 327, LEADING TO STAIR NO. 3, 312.
	- ADD EXIT SIGN OUTSIDE SOTH ELEVATOR LOBBY DOOR
	LEADING TO STAIR NO. 1, 371.

	14. SHEET E 106 - ADD EXIT SIGN AT SOUTH CORRIDOR
	DIVIDER HEADER LEADING TO STAIR NO. 1, 518. ( COPY THIS
	EXIT SIGN AS PROVIDED FOR SAME LOCATION ON SHEET E 105)
	- ADD EXIT SIGN AT NORTH CORRIDOR HEADER LEADING TO
	STAIR NO. 2, 513. ( COPY THIS EXIT SIGN AS PROVIDED FOR
	SAME LOCATION ON SHEET E 105)

	15. SHEET 107 - REMOVE EXIT SIGN IN ELEVATOR LOBBY
	PD10, SOUTH DOOR LOCATION (NO EXIT) AND ADD EXIT SIGN
	ON SUN DECK PD17, SIDE OF DOOR.
	- ADD EXIT SIGN INSIDE ELEVATOR LOBBY PD10, AT NORTH
	SIDE DOOR.
	- ADD EXIT SIGN AT NORTH SIDE OF SEATING PD12, LEADING
	TO POOL DECK AREA.
	- ADD EXIT SIGN AT NORTH SIDE OF SUN DECK PD17 AT THE
	SEATING AREA LEADING THROUGH SEATING AREA TO POOL DECK.
	- ADD EXIT SIGN AT NORTH SIDE OF POOL DECK PD02,
	LEADING TO NORTH EXIT STAIR PD01. EXIT SIGN SHALL BE
	VISABLE FROM SOUTH POOL DECK AREA.
	- ADD EXIT SIGN AT SOTH SIDE OF POOL DECK LEADING TO
	NORTH EXIT STAIR PD07. EXIT SIGN SHALL BE VISABLE FROM
	NORTH SIDE OF POOL DECK AREA.

	16. NO UPPER ROOF ACCESS/EGRESS IS NOTED OR READILY
	IDENTIFIABLE. PLEASE PROVIDE FOR ACCESS/EGRESS.

Review Stop	G			GAS REVIEW
Rev No	3	Status	F	Date	2016-04-10			Cont ID
Sent By	tklarge			Date	2016-04-10	Time	09:28	Rev Time	0.00
Received By	tklarge			Date	2016-04-10	Time	09:25	Sent To

Notes

2016-04-10 08:44:36	GAS REVIEW

	1) SUBMIT THE SPECIFICATIONS/INSTALL MANUALS FOR POWER
	VENTS FOR THE GAS WATER HEATERS.FBC 107.1.
	2) SHT. P 402 - SUBMIT AN EXPLANATION AS TO HOW THE
	CALCULATIONS FOR THE COMBUSTION AIR FOR THE GA WATER
	HEATERS WAS DONE.THERE IS A REFERENCE TO SEC. 706 OF
	THE FBC-MECHANICAL CODE. THIS CODE SECTION SPECIFICALLY
	STATES THAT THE CODE SECTION DOES NOT APPLY TO DIRECT
	VENT APPLIANCES. SEC. 304.1 OF THE FBC- FUEL GAS STATES
	THAT DIRECT VENT APPLIANCES SHALL BE PROVIDED WITH
	COMBUSTION, VENTILATION AND DILUTION AIR IN ACCORDANCE
	WITH THE APPLIANCE MANUFACTURER'S INSTRUCTIONS. SUBMIT
	A COPY OF THE INSTALL DOCUMENT FOR REVIEW.
	3) IDENTIFY THE GAS VENTS ON THE ROOF PLAN ( IF THAT'S
	WHERE THEY WILL TERMINATE).
	4) SUBMIT A DETAIL SHOWING THE TERMINATION POINT OF THE
	GAS VENTS, HEIGHT ABOVE ROOF, ETC.FGC SECS. 502 THRU
	505.
	5) SHT. P 301 - THE LENGTH OF THE GAS LINE IS SHOWN AS
	150 FT.AND ON SHT. P 310 IT IS SHOWN AS 81 FT. CLARIFY.
	6) SHT.P 310 - SEDIMENT TRAPS ARE REQUIRED ON THE WATER
	HEATER GAS PIPING TO EACH GAS HEATER. 2010 FGC
	SEC.408.4.
	7) SHT. P 310 SHOWS THE BTU LOAD OF THE GAS SYSTEM AS
	1,200,000 BTU'S AND SHT. P 402 , GAS WATER HEATER
	SCHEDULE SHOWS THE LOAD AS 500,000 BTU'S EACH. CLARIFY.
	8) SHT.P 310 - PROVIDE A DETAIL AS TO HOW THE GAS
	PIPING IS ENTERING THE STRUCTURE. THE PLANS ARE VAGUE.
	GAS PIPING SHALL NOT PENETRATE THE BUILDING FOUNDATION
	WALLS AT ANY POINT BELOW GRADE. SCHEDULE 40 METALLIC
	PIPE IS NOT PERMITTED BELOW GROUND UNLESS PROTECTED IN
	ACORDANCE WITH SECS.404.9 THROUGH 404.9.2.

	PLUMBING PLAN REVIEW
	TIM LARGE
	CHIEF PLUMBING INSPECTOR
	561-805-6692
	[email protected]

Review Stop	G			GAS REVIEW
Rev No	2	Status	F	Date	2015-06-13			Cont ID
Sent By	tklarge			Date	2015-06-13	Time	08:28	Rev Time	0.00
Received By	tklarge			Date	2015-06-13	Time	08:28	Sent To

Notes

2015-06-13 08:29:58	SEE PLAN REVIEW COMMENTS FOR GAS UNDER THE PLUMBING
	PLAN REVIEW COMMENTS .

Review Stop	G			GAS REVIEW
Rev No	1	Status	F	Date	2014-07-27			Cont ID
Sent By	jwitmer			Date	2014-07-27	Time	08:59	Rev Time	0.00
Received By	jwitmer			Date	2014-07-27	Time	08:30	Sent To

Notes

2014-07-27 08:51:15	GAS PLAN REVIEW
	PERMIT: 14061217
	ADD: 335 CLEMATIS ST
	CONT: TBD
	TEL: (561)856-6655/ NEYITA

	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.

	1ST REVIEW
	DATE: SUN. JULY 27/ 2014
	ACTION: DENIED

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

	NOTICE TO THE DESIGNER OF RECORD:
	CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES THAT A
	LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR TIMES THE
	FEE TO THE DESIGNER FOR PLAN REVIEW, IF PLANS ARE
	REJECTED THREE OR MORE TIMES FOR REPEATED FAILURE TO
	CORRECT A CODE VIOLATION.

	1) SHEET P101 INDICATES THE USE OF A 2 LB. NATURAL GAS
	SYSTEM. THE PLANS SHOW THE NATURAL GAS SYSTEM INTRERING
	THE BUILDING WITHIN THE FPL VAULT. PLEASE CHECK WITH
	FPL, I DO NOT BELIEVE THEY WANT ANY OTHER UTILITES
	SHARING THEIR VAULT SPACE EXSPECIALLY A 2LB NATURAL GAS
	SYSTEM.
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, 101.3 THE PURPOSE OF THIS CODE IS TO
	ESTABLISH THE MINIMUM REQUIREMENTS TO SAFEGUARD THE
	PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH
	STRUCTURAL STRENGTH, MEANS OF EGRESS FACILITIES,
	STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION,
	ENERGY CONSERVATION, AND SAFETY TO LIFE AND PROPERTY
	FROM FIRE AND OTHER HAZARDS ATTRIBUTED TO THE BUILT
	ENVIRONMENT AND TO PROVIDE SAFETY TO FIRE FIGHTERS,
	CODE OFFICIALS, AND EMERGENCY RESPONDERS DURING
	EMERGENCY OPERATIONS.

	2) A SEPERATE GAS PERMIT WILL NEED TO BE APPLIED FOR,
	THE FUEL GAS REVIEW CAN TAKE PLACE UNDER THE PRIME
	(MASTER) PERMIT OR THE GAS CAN BE TAKEN OUT TOTALLY AND
	REVIEWED INDEPENDENTLY AS A SEPERATE PERMIT.

	3) THERE ARE NO GAS PLANS, THE PLANS SUBMITTED DO NOT
	INDICATE WHAT TYPE OF FUEL THE FIRE PUMP AND GENERATOR
	ARE TO RUN ON PLEASE REVIEW THE MINIMUM PLAN REVIEW
	CRITERIA FOR A COMMERCIAL GAS PLAN REVIEW:

	GAS PERMIT APPLICATION REQUIREMENTS

	EFFECTIVE IMMEDIATELY THE FOLLOWING INFORMATION SHALL
	BE SHOWN ON ALL GAS DRAWINGS SUBMITTED FOR PERMITTING
	IN THE CITY OF WEST PALM BEACH:

	3.1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL
	CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER
	FBC-2010 FUEL GAS.

	3.2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL
	PIPE SIZES, AND THE EDH NUMBER OF CORRUGATED STAINLESS
	STEEL TUBING FOR EACH PIPE SIZE IF BEING USED.

	3.3. TYPE OF GAS, (LP OR NATURAL).

	3.4. 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)

	3.5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
	(METER), TO THE MOST REMOTE OUTLET IN THE BUILDING
	AND/OR SYSTEM PER THE FBC-2010 FUEL GAS APPENDIX A ?
	USE OF CAPACITY SECTION A.3.1(4)

	3.6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
	FBC-2010 FUEL GAS CODE SEC. 304

	3.7. INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2010
	FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2
	PSI.

	3.8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE
	AND TERMINATION OF THE GAS VENTS PER FBC-2010 FUEL GAS
	CODE SEC. 502 THRU 505.

	3.9. SUBMIT MANUFACTURE SHEETS FOR ALL GAS EQUIPMENT TO
	VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
	FBC-2010 FUEL GAS SEC. 402.2

	3.10 2010 FBC-B 916.1 CARBON MONOXIDE PROTECTION.
	EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING
	BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
	ISSUED AND HAVING A FOSSIL-FUEL-BURNING HEATER OR
	APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
	FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
	AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
	CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
	ROOM USED FOR SLEEPING PURPOSES IN THE NEW BUILDING OR
	ADDITION, OR AT SUCH OTHER LOCATIONS AS REQUIRED BY
	THIS CODE.

	916.1.1 CARBON MONOXIDE ALARM.
	THE REQUIREMENTS OF SECTION 916.1 SHALL BE SATISFIED BY
	PROVIDING FOR ONE OF THE FOLLOWING ALARM INSTALLATIONS:

	1. A HARD-WIRED CARBON MONOXIDE ALARM.

	2. A BATTERY-POWERED CARBON MONOXIDE ALARM.

	3. A HARD-WIRED COMBINATION CARBON MONOXIDE AND SMOKE
	ALARM.

	4. A BATTERY-POWERED COMBINATION CARBON MONOXIDE AND
	SMOKE ALARM.

	916.1.2 COMBINATION ALARMS.
	COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE
	LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING
	LABORATORY.

	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	3	Status	N	Date	2016-06-23			Cont ID
Sent By	cpuell			Date	2016-06-23	Time	08:40	Rev Time	0.00
Received By	cpuell			Date	2016-03-07	Time	10:16	Sent To

Notes

2016-06-22 16:40:14	TO C.PUELL
2016-03-08 10:16:25	C27

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2015-09-09			Cont ID
Sent By	cpuell			Date	2015-09-09	Time	16:39	Rev Time	0.00
Received By	albarran			Date	2015-04-21	Time	13:48	Sent To

Notes

2015-09-09 16:40:36	9/9/15 FAILED ELECTRICAL REVIEW. CONTRACTOR NOTIFIED
	VIA EMAIL. SENT TO LARGE DENIED BIN "TBD". MA
2015-04-22 13:49:20	RE-SUBMITTAL SENT TO C33 SHELF FOR REVIEW. JG.

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2014-09-03			Cont ID
Sent By	skennedy			Date	2014-09-03	Time	07:28	Rev Time	0.00
Received By	skennedy			Date	2014-06-26	Time	10:30	Sent To

Notes

2014-07-01 10:30:43

SENT TO C33 SHELF FOR REVIEW. JG.

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	3	Status	F	Date	2016-03-24			Cont ID
Sent By	jwitmer			Date	2016-03-24	Time	09:33	Rev Time	0.00
Received By	jwitmer			Date	2016-03-22	Time	10:01	Sent To

Notes

2016-03-24 09:33:42	BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

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

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	F	Date	2015-05-19			Cont ID
Sent By	jwitmer			Date	2015-05-19	Time	05:56	Rev Time	0.00
Received By	jwitmer			Date	2015-05-19	Time	05:56	Sent To

Notes

2015-05-19 05:56:49	BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

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

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2014-07-27			Cont ID
Sent By	jwitmer			Date	2014-07-27	Time	07:09	Rev Time	0.00
Received By	jwitmer			Date	2014-07-27	Time	07:09	Sent To

Notes

2014-07-27 07:10:07	BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	F	Date	2016-03-24			Cont ID
Sent By	ccole			Date	2016-03-24	Time	17:29	Rev Time	0.00
Received By	ccole			Date	2016-03-23	Time	17:28	Sent To

Notes

2016-03-24 17:30:22	3RD REVIEW: FBC 2010 MECHANICAL
	PERMIT #14061217
	3/24/16

	1) THE REQUESTED RATIONAL ANALYSIS FOR THE SMOKE
	CONTROL SYSTEM WAS NOT SUBMITTED- REFER TO SECTION
	513.4 FBC-10 MECHANICAL. THE REVISED PLANS ARE NOT
	PROVIDING SUFFICIENT INFORMATION TO VERIFY THE SYSTEM
	IS COMPLIANT WITH THE CODES. THE DESIGN PROFESSIONAL
	SHALL SUBMIT A NARRATIVE THAT CLEARLY DEMONSTRATES THE
	SYSTEM DESIGN, AND ALL EQUIPMENT AND COMPONENTS
	SPECIFIED ARE IN COMPLIANCE WITH SECTIONS 513.4.1-
	513.4.6 FBC-10 MECHANICAL. PLEASE NOTE THAT ALL
	SUBMITTALS FOR EQUIPMENT AND COMPONENTS OF THE SMOKE
	CONTROL SYSTEM- FANS, DUCTWORK, FIRE ALARM DEVICES AND
	CONTROLS, FIRE/SMOKE DAMPERS, GENERATOR, MOTORIZED AND
	BAROMETRIC DAMPERS ETC. SHALL BEAR THE DESIGN
	PROFESSIONAL OF RECORD'S SIGNATURE OF APPROVAL.

	2) SHEET M602: BUILDING PRESSURIZATION- CONTROL
	SEQUENCE: TWO DIFFERENT EMERGENCY OPERATION PROCEDURES
	ARE SHOWN DEPENDING ON HOW THE FIRE ALARM IS ACTIVATED-
	BY FLOW SWITCH, OR BY SMOKE DETECTORS. IN THE FIRST
	SEQUENCE (FLOW SWITCH) THE FSD'S ARE TO REMAIN OPEN ON
	THE FIRE FLOOR PRESSURIZING BOTH THE CORRIDORS AND THE
	GUEST ROOMS, BUT IN THE SECOND SEQUENCE (SMOKE
	DETECTORS), THE CONTROL SEQUENCE INDICATES THAT ALL
	FSD'S ON FIRE FLOOR WILL CLOSE TO PREVENT SMOKE
	MIGRATION INTO THE GUESTROOMS. THERE APPEARS TO BE A
	CONFLICT HERE, AND THE STATEMENT IS CONFUSING BECAUSE
	FSD'S ARE SHOWN FOR BOTH RTU-1 (GUEST ROOMS) AND RTU-2
	(CORRIDORS) AT THE RATED SHAFTS ON EACH FLOOR
	(M103-M201). ARE WE TALKING ABOUT JUST CLOSING THE FSD
	FOR RTU-1 OR RTU-2 AS WELL WHICH WOULD BE MORE TYPICAL?
	ADDITIONALLY, PLEASE CLARIFY WHY FIRE DAMPERS (FD'S)
	ARE INDICATED AT THE O/A DUCT PENETRATIONS INTO THE
	GUESTROOMS. WOULD THESE NOT BE REDUNDANT IF THERE IS AN
	FSD AT THE SHAFT? PLEASE NOTE THAT IF THESE DAMPERS ARE
	TO BE PART OF THE SMOKE CONTROL SYSTEM THEN THEY SHALL
	BE CHANGED TO FSD'S IN ACCORDANCE WITH SECTIONS 715.4.3
	& 715.4.3.1 FBC-10 BUILDING. PLEASE CLARIFY HOW SMOKE
	WOULD BE REMOVED FROM THE FLOOR OF FIRE ORIGIN USING
	THIS DESIGN. WOULD THE SYSTEM FUNCTION MORE EFFECTIVELY
	IF SMOKE EVACUATION ON THE FLOOR OF ORIGIN WAS
	INCLUDED?

	3) IT APPEARS THAT THE REVISED PLANS AND CALCULATIONS
	ARE NOT CONSISTENT WITH THE NARRATIVE SUBMITTED BY CLAD
	WHICH INDICATES THAT ALL PREVIOUS COMMENTS HAVE BEEN
	ADDRESSED AND PLANS HAVE BEEN CORRECTED. THOSE COMMENTS
	FROM THE 2ND REVIEW ARE ITEMIZED BELOW ALONG WITH SOME
	ADDITIONAL COMPLIANCE NOTES.

	COMMENT #1: A) CALCULATIONS FOR ZONES #4 & 5A WERE NOT
	SUBMITTED. B) ZONE #7 CALCULATIONS APPEAR TO BE FOR THE
	FLEX SPACES ONLY AND DO NOT INCLUDE THE TOILET,
	JANITOR, AND STORAGE ROOMS SERVICED BY AC R1. C)
	CALCULATIONS FOR THE HOTEL ROOMS ON ALL FLOORS NOT
	SUBMITTED.

	COMMENT #2: THE ENERGY CALCULATIONS HAVE NOT BEEN
	CORRECTED OR REVISED AS INDICATED IN THE NARRATIVE: THE
	ORIGINAL FORM HAS BEEN RE-SUBMITTED. PLEASE CORRECT THE
	CALCULATIONS SO THE DATA FOR THE SYSTEMS MATCHES THE
	SYSTEMS SPECIFIED ON THE PLANS AND EQUIPMENT SCHEDULES.

	COMMENT #3: SHEETS M101, M102, & M103: CORRIDORS SHALL
	NOT SERVE AS RETURN AIR DUCTS.

	COMMENT #4: M101: FIRE DAMPERS ARE STILL NOT SHOWN AT
	DUCT PENETRATIONS OF THE SECURITY/HR & OFFICE/VALET
	COMMON WALLS.

	COMMENT #5, M101: REQUIRED TRASH ROOM EXHAUST SYSTEM
	NOT ADDED TO THE PLANS.

	ADVISORY PLEASE REVIEW SECTION 501.2.1 FOR LOCATION
	OF, AND REQUIRED CLEARANCE DISTANCES FOR THE TRASH ROOM
	EXHAUST OUTLET, AND ALL OTHER EXHAUST OUTLETS ON THE
	EXTERIOR WALLS AND ROOFS OF THE BUILDING- PROVIDE
	DETAILS AND NOTES TO VERIFY COMPLIANCE. ADDITIONALLY,
	SEE SECTION 401.4 FOR ALL AIR INTAKE LOCATIONS AND
	CLEARANCE DISTANCES AT EXTERIOR WALLS AND ROOFS-
	PROVIDE DETAILS AND NOTES TO VERIFY COMPLIANCE.

	COMMENT #6, M102: SEE ADVISORY NOTE ABOVE IN REGARD TO
	THE EXHAUST OUTLETS AND AIR INTAKES ON THE EXTERIOR
	WALLS OF THE GENERATOR, FIRE PUMP, AND BOILER ROOMS. A)
	PROVIDE MAKE-UP AIR FOR THE BOILER AND FIRE PUMP ROOM
	EXHAUST SYSTEMS. B) PROVIDE VENT PIPING DETAILS FOR THE
	GENERATOR INCLUDING TYPE AND SIZE OF VENT PIPE AND
	TERMINATION LOCATION. C) CLARIFY IF A FUEL TANK WILL BE
	LOCATED IN THE GENERATOR ROOM AND PROVIDE
	SPECIFICATIONS IF APPLICABLE. D) PROVIDE AN EQUIPMENT
	SCHEDULE LISTING ALL THE MAKES AND MODELS AND SIZES OF
	AIR INTAKE AND EXHAUST LOUVERS. PLEASE NOTE THE
	MIAMI-DADE NOA'S OR FLORIDA PRODUCT APPROVALS MUST BE
	SUBMITTED FOR THE LOUVERS AS PART OF THE SUBMITTAL
	PACKAGE.

	COMMENT #8, M102: THE EXHAUST SYSTEMS AND FAN SIZING
	FOR THE GENERATOR AND FIRE PUMP ROOMS APPEAR TO HAVE
	BEEN CALCULATED USING THE METHOD USED FOR PARKING
	GARAGES. PLEASE SEE SECTION 4.1.2.1.3 NFPA 37-2010.
	ADDITIONALLY, THE EXHAUST DETAILS AND RISERS REFERENCED
	IN THE CALCULATIONS ARE NOT IN THE PLANS.

	COMMENT #9, M102- CALCULATIONS AND MAKE-UP AIR FOR THE
	BOILER ROOM EXHAUST HAVE NOT BEEN PROVIDED. PLEASE NOTE
	THAT AN EXHAUST SYSTEM IS REQUIRED FOR THE LOCKER ROOM
	SHOWN ON THE PLAN- SEE TABLE 403.3 AND REVISE THE PLAN
	ACCORDINGLY.

	COMMENT #10: OPERATIONAL SEQUENCE FOR MOTORIZED O/A AIR
	DAMPERS ON THE 1ST, 2ND, 3RD, AND 4TH FLOORS NOT
	PROVIDED AS REQUESTED. PLEASE SEE SECTION 503.2.5.4
	FBC-10 ENERGY CONSERVATION AND SHOW COMPLIANCE. PLEASE
	PROVIDE A PRODUCT SUBMITTAL REVIEWED BY THE EOR THAT
	MEETS COMPLIANCE WITH SECTION 503.2.5.4.1 WHICH
	REQUIRES THE DAMPER TO BE CLASS 1 LEAKAGE-RATED.

	COMMENT #11: SEE ADVISORY PRINTED ABOVE.

	COMMENT #12, M103: NUMEROUS FD'S OR FSD'S STILL MISSING
	AND ONE FLEX DUCT IS STILL SHOWN PENETRATING THE RATED
	CORRIDOR WALLS BY THE CORRIDOR 229/ICE MACHINE ALCOVE.
	A) DAMPERS MISSING AT: GRILL IN F&B DIRECTOR/SERVICE
	CORRIDOR WALL, EXHAUST DUCT PENETRATING MECH
	231/CORRIDOR 232 WALL, AND ALL TOILET EXHAUST DUCTS
	PENETRATING CORRIDOR WALLS. PLEASE NOTE A FIRESTOPPING
	DETAIL WILL BE REQUIRED FOR THE PRESSURIZATION DUCTS
	FROM RTU'S 1 & 2 PENETRATING THE RATED 2ND FLOOR
	FLOOR/CEILINGS.

	COMMENT #13, M1101-108, 201: REFRIGERANT PIPING CHASES
	AND RUNS NOT SHOWN.

	COMMENT #14: REFER TO 3RD REVIEW COMMENT #2 PRINTED
	ABOVE REGARDING FSD LOCATIONS AND SYMBOLS. ACCESS TO
	FIRE DAMPERS AND ACCESS PANEL DETAIL STILL EXISTS.

	COMMENT #15, M104: FIRE DAMPER MISSING FOR 24X8 DUCT
	PENETRATING THE ELEVATOR LOBBY/CORRIDOR WALL, AND
	EXHAUST DUCT PENETRATING THE CORRIDOR/STORAGE &
	CORRIDOR/WOMEN'S TOILET COMMON WALLS.

	ADVISORY M104: IN REGARD TO THE FUTURE GREASE DUCT
	RUNNING THOUGH THE FUTURE KITCHEN TO THE RATED CHASE,
	PLEASE REFER TO SECTION 506.3.7 FOR DUCT LENGTHS AND
	SLOPES, AND 506.3.8.2.

	COMMENT #16, M107: DAMPERS FOR DUCTS PENETRATING RATED
	FLOOR/CEILING ASSEMBLIES NOT SHOWN, AND FIRE DAMPER AND
	FIRESTOPPING DETAILS NOT PROVIDED. THE SUBMITTED
	RESPONSE NARRATIVE INDICATES FLAMEBAR DUCT IS TO BE
	USED BUT IT IS NOT NOTED ON THE PLAN.

	COMMENT #18, M107: THE CALCULATIONS FOR THE POOL
	EQUIPMENT WERE DONE USING A CALCULATION METHOD FOR
	PARKING GARAGES USING CO SENSORS. PLEASE PROVIDE
	CALCULATIONS AND A SYSTEM THAT WILL OPERATE BASED ON
	THE TYPE OF PROCESSES AND CHEMICALS TO BE USED AND
	STORED IN THE ROOM.

	ADVISORY M108: A) GUARDS MAY BE REQUIRED FOR
	SERVICEABLE EQUIPMENT ALONG THE ROOF EDGES OF STAIR
	TOWER #2 IF THE PARAPET DOES NOT EXTEND 42" ABOVE THE
	ROOF SERVICE. B) THE GREASE DUCT TERMINATION IS WITHIN
	10' OF THE ADJOINING PROPERTY LINE- REFER TO SECTION
	506.3.12.3 AND INDICATE COMPLIANCE ON THE PLAN.

	COMMENT #19, M302 & M303: PRODUCT CUT SHEETS AND NOA'S
	FOR MECHANICAL CURBS, STANDS, AND EQUIPMENT SHALL BE
	REVIEWED AND APPROVED WITH SIGNATURE BY THE EOR.

	COMMENT #20, M502: CALCULATIONS FOR THE MEZZANINE
	LOUNGE, THE DIRTY LINENS ROOM, AND THE GUEST ROOMS NOT
	PROVIDED.

	COMMENT #21, M502: REQUESTED AIR BALANCE CALCULATIONS
	NOT PROVIDED.

	COMMENT #22, M602: REFER TO 3RD REVIEW COMMENTS #1 & 2
	PRINTED ABOVE.

	COMMENT #23: PROVIDE THE REQUESTED SUBMITTAL PACKAGE.

	4) SHEET M201: PROVIDE A SEQUENCE OF OPERATION FOR THE
	SMOKE DETECTORS IN THE GUEST ROOMS AND PROVIDE A
	SUBMITTAL FOR THE DEVICES APPROVED WITH SIGNATURE BY
	THE EOR.

	5) M201: LABEL THE ABOVE CEILING PLENUM SPACES AND
	PROVIDE NOTES AND DETAILS FOR CONSTRUCTION IN
	COMPLIANCE WITH SECTION 602.

	6) M301: DUCT HANGING, REINFORCEMENT AND CONNECTION
	DETAILS SHALL BE IN ACCORDANCE WITH SMACNA HVAC DUCT
	CONSTRUCTION STANDARDS. PLEASE REVIEW THE DETAILS ON
	THE SHEET TO VERIFY COMPLIANCE AND LIST THE STANDARD IN
	THE PROJECT DESIGN CRITERIA.

	7) M501 & M503: REVISE THE ENERGY CALCULATIONS TO
	INCLUDE ALL THE COMPLIANCE DATA LISTED IN THE AC
	SCHEDULES.

	8) M503: INDICATE THE MANUFACTURER OF THE VRF SYSTEMS
	ON THE PLAN AND SUBMIT PRODUCT DATA SHEETS REVIEWED
	WITH SIGNATURE BY THE EOR. SHOW ON THE PLANS THE
	LOCATIONS OF THE CONTROL BOXES FOR THE SYSTEMS (LABELED
	AS BS IN SCHEDULES AND RISERS).

	CHRISTOPHER L. COLE
	MECHANICAL PLANS EXAMINER
	561-805-6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2015-05-20			Cont ID
Sent By	ccole			Date	2015-05-20	Time	13:09	Rev Time	0.00
Received By	ccole			Date	2015-04-24	Time	13:09	Sent To

Notes

2015-05-20 13:10:55	CHRISTOPHER COLE
	MECHANICAL PLANS EXAMINER
	561-805-6719
	[email protected]


	PERMIT #14061217
	MECHANICAL REVIEW.

	1 ) COOLING & HEATING LOAD CALCULATIONS: THE SUBMITTAL
	DOES NOT INCLUDE THE CALCULATIONS FOR THE HOTEL ROOMS,
	AND MANY OF THE ROOMS AND SPACES SHOWN ON THE 1ST,
	MEZZANINE, AND 2ND FLOOR PLANS SUCH AS THE GYM, TRASH
	ROOM, SECURITY ROOM, LINEN ROOM, EMPLOYEE LOUNGE,
	HOUSEKEEPING; AND THE VARIOUS OFFICES, STORAGE ROOMS
	ETC. THROUGHOUT THE BUILDING, AND THE ROOMS AND SPACES
	ON THE POOL DECK FLOOR. IN ADDITION, THE SQUARE
	FOOTAGES LISTED ON THE DOCUMENTS DO NOT MATCH THE
	SQUARE FOOTAGES LISTED ON THE PLAN (SEE LIFE SAFETY
	SHEETS A1.00- A1.11.) FOR SQUARE FOOT TABLES. PLEASE
	NOTE THAT THE NUMBERED ZONES ON THE CALCS DO NOT
	CORRELATE TO THE PLANS WHICH DO NOT INDICATE ZONES.
	PLEASE REVIEW AND REVISE.
	2) ENERGY CALCULATION FORM 405-2010: THE FORM IS
	IDENTIFYING THE AC SYSTEMS AS "THROUGH THE WALL SINGLE
	PACKAGE" HOWEVER THE MAJORITY OF THE UNITS ARE
	MULTI-SPLIT SYSTEMS EXCEPT FOR THE TWO RTU?S.
	ADDITIONALLY, I DO NOT SEE HOW THE SYSTEMS LISTED- 1,
	2, & 15 CORRELATE TO THE ACTUAL SYSTEMS SHOWN ON THE
	HVAC PLAN SCHEDULES: PLEASE REVISE THE CALCULATIONS TO
	MATCH THE SYSTEMS ON THE PLANS, AND PLACE THE
	EFFICIENCY RATINGS OF THE SYSTEMS ON THE EQUIPMENT
	SCHEDULES.
	3) SHEETS M101, M102, & M103: THE PLANS INDICATE THE
	CORRIDORS BEING USED TO CONVEY RETURN AIR BACK TO THE
	UNITS WHICH IS NOT PERMITTED PER SECTION 601.2 FMC-10.
	PLEASE PROVIDE DUCTED RETURNS.
	4) M101: THERE ARE FIRE DAMPERS MISSING FOR DUCTS
	PENETRATING THE COMMON WALLS BETWEEN THE WOMEN'S
	RESTROOM/HR ROOMS, SECURITY/HR ROOM, AND THE
	OFFICE/VALET ROOMS; AND DAMPERS MISSING OVER THE RATED
	DOORS IN THE SERVICE CORRIDOR, AND OVER THE
	LINEN/CORRIDOR DOOR. PLEASE NOTE THAT A FLEX DUCT IS
	SHOWN PENETRATING THE OFFICE/VALET WALL- NOT PERMITTED
	PER SECTION 603.6.5 FMC-10.
	5) M101: EXHAUST IS REQUIRED FOR THE TRASH ROOM IN
	ACCORDANCE WITH TABLE 6-4 ASHRAE 62.1 04. REVISE THE
	PLANS TO SHOW THE FAN, EXHAUST DUCT IF NEEDED, AND
	TERMINATION LOCATION. INCLUDE THE REQUIRED FAN IN THE
	EQUIPMENT SCHEDULES.
	6) M102: FIRE DAMPERS MISSING FOR DUCTS PENETRATING
	COMMON WALLS BETWEEN THE MECH. RM/EMPLOYEE LOUNGE,
	MECH. RM/LOCKER RM, LOCKER RM/STORAGE RM, AND THE O/A
	DUCTS AT BOILER RM/SERVICE CORRIDOR AND SERVICE
	CORRIDOR/MECH. RM.
	7) M102: A RETURN AIR ARROW SYMBOL IS SHOWN DIRECTING
	AIR FROM THE SERVICE CORRIDOR THROUGH THE RATED DOUBLE
	DOORS AT THE MECH. RM: HOW IS AIR RETURNING THROUGH
	THESE RATED DOORS?
	8) M102: CLARIFY HOW THE EXHAUST SYSTEMS WERE SIZED FOR
	THE GENERATOR AND FIRE PUMP ROOMS: PROVIDE CALCULATIONS
	AND INDICATE THE SEQUENCE OF OPERATION FOR THE FANS.
	9) M102: CLARIFY HOW THE BOILER/PUMP ROOM WILL BE
	VENTILATED.
	10 )M101 & M102: INDICATE SEQUENCE OF OPERATION FOR THE
	O/A MOTORIZED DAMPERS FOR AC-1.1, AC-1.2, AND AC-1.3.
	11) M101 & M102: VERIFY REQUIRED 10' HORIZONTAL
	CLEARANCES FOR THE AIR INTAKES TO STREETS, PARKING,
	EXHAUST VENTS, ETC.- SECTION 401.4.1 FMC-10.
	12) M103: FLEX DUCTS ARE SHOWN IN MANY LOCATIONS OFF
	THE SERVICE CORRIDOR PENETRATING RATED WALLS, AND AT
	THE MECH. CLOSET FOR AC-2.1. FIRE DAMPERS ARE ALSO
	MISSING FOR RETURNS GRILLS IN MANY LOCATIONS: PLEASE
	CORRECT.
	13) M101- M108, M201: SHOW THE LOCATIONS OF AC PIPING
	RUNS OR CHASES. PROVIDE ON THE PLANS THE TYPE OF
	PIPING, TYPE AND THICKNESS OF PIPING INSULATION, AND
	THROUGH PENETRATION FIRE STOPPING DETAILS.
	14) M101- M106, M201: PROVIDE FSD SYMBOLS AT THE
	REQUIRED LOCATIONS- SEE SHEET 601. THE PLANS ARE
	INDICATING ONLY FD'S. PLACE A "TYPICAL" NOTE INDICATING
	REQUIRED ACCESS TO DAMPERS WILL BE PROVIDED- SECTION
	607.4 FMC-10.
	15) M104- M106: DAMPERS ARE NOT SHOWN FOR THE DUCTS
	PENETRATING THE RATED SHAFTS FOR RTU-1 & 2: PLEASE
	CORRECT.
	16) M107: SHOW LOCATIONS OF REQUIRED DAMPERS
	PENETRATING THE RATED FLOOR/CEILING ASSEMBLY.
	17) M107: INDICATE THE EXHAUST DUCT RUNS AND
	TERMINATION LOCATIONS FOR EF-6 & EF-7.
	18) M107: CLARIFY HOW THE POOL EQUIPMENT EXHAUST SYSTEM
	WAS SIZED: SHOW METHOD AND CALCULATIONS AND INDICATE
	SEQUENCE OF OPERATION
	19) M302 & 303: THE WIND LOAD TIE DOWN DETAILS SHOWN
	FOR THE AC UNITS, CURBS, STANDS, AND FANS ETC. MUST BE
	CERTIFIED BY A STRUCTURAL ENGINEER. PLEASE NOTE THAT
	ALL INSTALLATIONS SHALL WITHSTAND 170 MPH WIND LOADS
	AND ASSOCIATED UPLIFT AND LATERAL PRESSURES. PLEASE
	UPDATE THE NOTE UNDER DETAIL 1/M303.
	20) M502: O/A CALCULATIONS DO NOT INCLUDE THE ROOMS AND
	SPACES BEING SERVED BY A1.3 (MEZZANINE LOUNGE,
	ENGINEER'S OFFICE ETC.), AC-2.1 (2ND FLOOR OFFICES,
	HOUSEKEEPING ETC.), AC-2.2 (2ND FLOOR GYM), AND THE
	FCU-1'S AND FCU-2'S (GUEST ROOMS). ADDITIONALLY PROVIDE
	A CALCULATION FOR THE DIRTY LINENS ROOM PER TABLE 403.3
	FMC-10.
	21) M502: PROVIDE AIR BALANCE CALCULATIONS FOR FLOORS
	1-3.
	22) M602: PLEASE SEE SECTION 909 FBC-10 BUILDING FOR
	REQUIRED SUBMITTALS AND DOCUMENTS FOR THE PROPOSED
	SMOKE CONTROL SYSTEMS INCLUDING A RATIONAL ANALYSIS,
	AND A NARRATIVE DETAILING SPECIAL INSPECTIONS AND
	TESTING OF THE SYSTEM.
	23) PROVIDE A SUBMITTAL PACKAGE FOR THE PROJECT
	INCLUDING MANUFACTURER'S SPECIFICATIONS FOR THE RTU'S
	AND AC SYSTEMS AND ALL ASSOCIATED COMPONENTS FOR
	INSTALLATION OF COMPLETE SYSTEMS, THE SPF 1-2 AND SR-1,
	THE EXHAUST AND AIR INTAKE FANS, FIRE DAMPERS, FIRE AND
	SMOKE DAMPERS, SMOKE DETECTORS, DUCT SMOKE DETECTORS,
	MOTORIZED DAMPERS, CONTROLS, ETC.
	THE PACKAGE SHALL CONTAIN ALL REQUIRED FL. PRODUCT
	APPROVALS AND MIAMI-DADE NOA?S FOR EXTERIOR MOUNTED
	COMPONENTS SUBJECT TO WIND PRESSURES

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2014-08-07			Cont ID
Sent By	hmoser			Date	2014-08-07	Time	10:07	Rev Time	0.00
Received By	hmoser			Date	2014-08-04	Time	08:29	Sent To

Notes

2014-08-07 09:42:41	PLAN DENIED

	1) PAGE M-101 PROVIDE EXHAUST FAN FOR LAUNDRY ROOM
	PER TABLE 403.3 FBC (M) 2010
	2) MISSING MULTIPLE FIRE DAMPERS REFER TO SECTION
	607.5.1
	2010 FBC (M)
	3) PLEASE PROVIDE RATED WALLS ON MECHANICAL PLAN
	PER SECTION 107 FBC 2010
	4) PLAN SHOWS FRESH AIR INTAKE FOR A/C 1.2 ON NORTH
	SIDE OF THE BUILDING. REFER TO SECTION 401.4.1 2010 FBC
	(M)
	PAGE M-102
	1) MISSING MULTIPLE FIRE DAMPERS 607.5.1
	2) BATHROOM EXHAUST ROOM # M-13 M- 14 NEED FAN NUMBER
	AND
	CFM.
	3) GENERATOR REQUIRES SEPARATE APPLICATION, PLAN AND
	PERMIT.
	4) GREASE DUCT AND HOOD REQUIRE SEPARATE APPLICATION,
	PLAN
	AND PERMIT.
	5) PROVIDE INFORMATION ON CLOTHES DRYER LOCATION AND
	VENTILATION
	PER SECTION 504.8 FBC (M)
	6) PROVIDE SMOKE CONTROL ANALYSIS WITH THE PLAN
	PER SECTION 513.4 FBC (M)
	7) PROVIDE INFORMATION ON PRESSURIZED STAR TOWER
	CHAPTER 9 FBC 2010

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

Review Stop	P			PLUMBING
Rev No	3	Status	F	Date	2016-04-10			Cont ID
Sent By	tklarge			Date	2016-04-10	Time	09:25	Rev Time	0.00
Received By	tklarge			Date	2016-03-26	Time	05:28	Sent To

Notes

2016-04-09 06:34:23	1) SHT. A0.04 SHOWS A GENERATOR. SUBMIT MAUFACTURER'S
	SPECIFICATION SHEETS FOR THE EMERGENCY GENERATOR.
	SUBMIT COMPLETE PIPING DIAGRAMS, LOCATION & CAPACITY OF
	TANKS. FBC 107.1. THE GENERATOR SHALL COMPLY WITH NFPA
	37 & 110.
	2) SHT.C-09 - THE PLANS SHOW A 2 INCH WATER SERVICE AND
	A 2 INCH IRRIGATION LINE WITH 1 1/2 INCH BACKFLOW
	PREVENTERS INSTALLED ON THEM. THE BACKFLOW DEVICES
	SHOULD BE THE SAME SIZE AS THE WATER SERVICE.
	3) SHT.A 2.00 - A MINIMUM OF TWO DRINKING FOUNTAINS ARE
	REQUIRED FOR LEVEL 1 BUSINESS OCCUPANCY IN ACCORDANCE
	WITH THE 2010 FBC - ACCESSIBILITY SEC.211.2 AND 2010
	FBC-PLUMBING TABLE 403.1 & FOOTNOTE (E).
	4) SHT.A0.05 - WHY ARE THE DRINKING FOUNTAINS LOCATED
	IN THE GYM ROOM? THE DRINKING FOUNTAINS SHALL BE
	LOCATED IN A COMMON AREA FOR ALL TO USE. 2010 FPC SEC.
	403.3.1.
	5) SHT. A7.00 - THE PLUMBING FIXTURE REQUIREMENT TABLE
	LISTS THE OCCUPANT LOAD OF THE SUN DECK AS 96 PERSONS
	AND AT THE BOTTOM OF THE TABLE THE OCCUPANT LOAD IS
	SHOWN AS 124 PERSONS. WHICH IS IT, 96 PERSONS OR 124
	PERSONS? CLARIFY.
	6) THE HEIGHT OF THE SINK COUNTER IN THE BREAK ROOM
	#M11 SHALL BE A MAXIMUM OF 34 INCHES ABOVE THE FINISH
	FLOOR PER 2010 ACCESSIBILITY SEC.606.3.
	7) SHT. P 4.04 - SUBMIT CONFIRMATION/VERIFICATION FROM
	SCHIER THAT THEY HAVE PERFORMED FACTORY SIZING
	CALCULATIONS FOR THE GREASE INTERCEPTORS AND SUBMIT 2
	COPIES OF THE SIZING CALCULATIONS THAT HAVE BEEN DONE
	BY SCHIER. 2010 FBC SEC. 1003.2.
	8) PLUMBING SHEETS - THE WAY THE PLANS HAVE BEEN
	STAPLED I CANNOT SEE CERTAIN DETAILS AND CANNOT REVIEW
	THE COMPLETE PLAN. PLEASE ATTACH THE SHEETS SO THAT ALL
	DETAILS AND NOTES CAN BE READ. FBC 107.1.
	9) INDICATE THE SLOPE (PITCH) OF THE HORIZONTAL
	STORMWATER SYSTEM ON SHT.P 309. FBC 107.1. COMPLY WITH
	TABLE 1106.3 OF 2010 FPC.
	10) SHT. P 107- RWL #1 IS SHOWN AS 4 INCH AND ON SHT. P
	308 IT IS SHOWN AS 6 INCH. CLARIFY.
	11) SHT. P 107 - RWL #4 IS SHOWN AS 4 INCH BUT ON SHT.
	P 308 IT IS SHOWN AS 6 INCH. CLARIFY.
	12) SHT. P 301 - THERE IS NO COLD WATER TO THE HI-LO
	DRINKING FOUNTAIN.
	13) SHTS.107 & 108 - THE ROOF DRAIN CALCULATION TABLE
	SHOWS THE RAINWATER LEADERS AS 4 INCH BUT SHEETS 308 &
	309 SHOW SOME OF THE SAME RISERS AS 6 INCH. ALSO, ON
	SHT. P 308 THERE IS A RISER LABELED AS #6 BUT THERE IS
	NO RISER LABELED #6 IN THE ROOF DRAIN CALCULATION
	TABLE. CLARIFY.
	14) SHT. P 201 - IDENTIFY/LABEL ALL OF THE RISERS ON
	THE TYPICAL GUESTROOMS FLOOR PLAN SO A COMPREHENSIVE
	PLAN REVIEW CAN BE DDONE TO ENSURE THEY CORRELATE WITH
	THE RISER DIAGRAMS. FBC 107.3.5.1.3.
	15) SHT. P 302 - SIZE ALL THE WATER LINES ON THE LEVEL
	1 CW-HW-HWR WATER ISOMETRIC. FBC 107.1.
	16) SHT. P 306 - SUPPLY THE PLUMBING SYMBOL LEGEND AND
	CODED NOTES FOR THIS SHEET. 2ND REQUEST.
	17) SHT. P 307 - SIZE THE DRAIN AT THE INLET OF THE
	INTERCEPTOR, THE DRAIN AT THE OUTLET AND THE SECTION OF
	PIPE BETWEEN THE TWO INTERCEPTORS.
	18) SHT. P 309 - SIZE THE GAS LINES DOWNSTREAM OF THE
	SECOND STAGE REGULATORS.
	19) SHT. P 306 - SHOWS SANITARY RISER VII ON THE RISER
	DIAGRAM BUT IT IS NOT SHOWN ON THE FLOOR PLANS ON SHTS.
	P 103 & P 104. CLARIFY.
	20) SHT. P 104 - LABEL THE VENT SHOWN ON SHT. P 104,
	LOCATED IN FLEX SPACE #2, UNIT 307, LOCATED IN THE WALL
	BY THE AIRWALL #304.
	21) P 104 - LABEL THE VENT IN THE WALL BETWEEN STORAGE
	ROOMS #300 # 301.
	22) LABEL ALL VENTS THAT ARE SHOWN AS "VENT UP" OR
	"VENT DOWN."
	23) SHT. P 306 - RISERS # II, III, & IV - THE NUMBER
	AND TYPE OF FIXTURES PERMITTED ON A HORIZONTAL WET VENT
	IS EXCEEDED. REFER TO 2010 FPC DEFINITION OF A BATHROOM
	GROUP AND FPC SEC.909.1. REFER TO ROOM NUMBERS
	202,203,206, AND 207 & SHEET P 103.
	24) SHT. P 307 THE DRAIN LINE FROM THE ELEVATOR SUMP #1
	IS SHOWN AS DRAINING 100 F.U.CLARIFY. THERE IS A 4 INCH
	DRAININ THE SAME AREA DRAINING 156 F.U. CORRECT THE
	FIXTURE LOADS.
	25) SHT. P 306 - LABEL THE SANITARY RISER FOR THE GYM
	TOILET (#216) AND TOILET ROOM #222.
	26) SHT.P 307 - SANITARY GROUND FLOOR ISOMETRIC ? SHOWS
	A 6 INCH DRAIN WITH 497 FIXTURE UNITS DISCHARGING INTO
	A 4 INCH LINE FLOWING 665 UNITS. THE SIX INCH LINE
	CANNOT DISCHARGE INTO A 4 INCH LINE AND THE 4 INCH LINE
	IS UNDERSIZED. CHECK THE FIXTURE UNIT LOAD FOR THE
	SANITARY GROUND FLOOR ISOMETRIC.2010 FPC SEC.704.2.
	27) SHT. P 307 - CHECK THE FIXTURE UNIT LOAD FOR THE
	ENTIRE RISER. THERE ARE DRAINS WITH ONE FIXTURE
	DISCHARGING INTO THEM AND THE FIXTURE LOAD IS SHOWN AS
	100, 200 & 300 F.U. AND SOME LINES ARE UNDERSIZED.
	CLARIFY,
	28) SHT. P307 - THE MINIMUM SIZE VENT FOR A SIX INCH
	DRAIN SHALL COMPLY WITH 2010 FPC SEC.916.1 & TABLE
	916.1. THE DIAMETER OF THE VENT PIPE SHALL BE NO LESS
	THAN ONE-HALF THE DIAMETER OF THE DRAIN SERVED.
	29) SHT. P 303 - THE WATER RISER FOR THE MEZZANINE
	LEVEL HAS ONLY A FEW PIPE SIZES SHOWN. SIZE ALL
	SECTIONS OF THE WATER RISER. FBC SEC. 107.1.
	30) SHT. P 304 RISER C THE NUMBER AND TYPE OF FIXTURES
	ALLOWED ON A HORIZONTAL WET VENT IS EXCEEDED. SEE THE
	DEFINITION OF "BATHROOM GROUP" IN CHAPTER 2 AND ALSO
	SEC. 909.1 OF 2010 FPC.
	31) SHT. P 303 - THE WATER RISERS TO THE ROOMS ARE ONLY
	SHOWING A FEW PIPE SIZES. SIZE THE WATER RISERS IN
	THEIR ENTIRETY. NOTE: IS IT THE INTENT OF THE DESIGNER
	THAT A PIPE SIZE WILL REMAIN CONSTANT UNTIL A NEW SIZE
	IS SHOWN IN THE RISER AND THIS IS THE REASON THAT
	SECTIONS OF THE WATER RISERS ARE NOT SIZED? IF SO,
	PLACE A NOTE ON THE PLANS TO THIS EFFECT. IF NOT, THEN
	SIZE THE WATER RISERS IN THEIR ENTIRETY. FBC 107.1.
	32) SHT. P 305 - SHOWS A 2 INCH SANITARY UP TO THE
	ROOF. LABEL THE RISER IN ORDER FOR IDENTIFYING THE
	LOCATION ON THE ROOF AND ALSO ON P 107.
	33) SHT. P 401 - THE BOOSTER PUMP SHALL BE EQUIPPED
	WITH A LOW PRESSURE CUTOFF PER 2010 FPC SEC.
	606.5.5.THE RESPONSE NARRATIVE STATES THAT A NOTE WAS
	ADDED ON SHT. P 401 BUT I COULD NOT FIND THIS NOTE.
	CLARIFY.
	34) WATER HAMMER ARRESTORS SHALL BE INSTALLED ON ALL
	QUICK CLOSING VALVES. AIR CHAMBERS ARE NOT APPROVED.
	2010 FPC SEC. 604.9.THE NARRATIVE RESPONSE STATES THAT
	A NOTE WAS ADDED ON SHT. P 402 BUT I CANNOT FIND THE
	NOTE. CLARIFY.
	35) SHT. P 402 - THERE IS STILL A NOTE REFERRING TO A
	MIAMI - DADE ORDINANCE FOR PLUMBING FIXTURE
	REQUIREMENTS. REMOVE THE NOTE AS IT DOES NOT APPLY TO
	THIS PROJECT.
	36) THE DRAINAGE STACKS HAVE HORIZONTAL OFFSETS THAT
	OCCUR ON THE 2ND, 3RD & 4TH FLOORS AND MUST COMPLY WITH
	THE 2010 FPC SEC.915 WHERE FIVE OR MORE BRANCH
	INTERVALS ARE LOCATED ABOVE THE OFFSET. REFER ALSO TO
	FPC SECS. 915.2 & 915.3.
	37) THIS BUILDING IS OVER 10 BRANCH INTERVALS. THE 2010
	FPC SEC. 914 REQUIRES THAT SOIL AND WASTE STACKS IN
	BUILDINGS HAVING MORE THAN 10 BRANCH INTERVALS SHALL BE
	PROVIDED WITH A RELIEF VENT AT EACH TENTH INTERVAL
	INSTALLED, BEGINNING WITH THE TOP FLOOR.


	PLUMBING PLAN REVIEW
	TIM LARGE
	CHIEF PLUMBING INSPECTOR
	561-805-6692
	[email protected]



















	REVIEW NOT COMPLETE

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2015-06-06			Cont ID
Sent By	tklarge			Date	2015-06-06	Time	11:14	Rev Time	0.00
Received By	tklarge			Date	2015-05-27	Time	11:07	Sent To

Notes

2015-06-05 12:43:20	1) SHT. C-09 SHOWS A 2"IRRIGATION LINE EXITING A METER
	VAULT WITH A 4" FEBCO BFP DEVICE INSTALLED. IS THIS
	CORRECT? CLARIFY.
	2) SHT. P101 SHOWS AN 8" SANITARY LINE EXITING THE
	BUILDING AND SHT. C-09 SHOWS TWO 6" LATERALS. THERE IS
	NO 8" LINE SHOWN COMING INTO THE SITE. CLARIFY.
	3) SUBMIT THE CALCULATIONS FOR THE REQUIRED AMOUNT OF
	DRINKING FOUNTAINS PER FPC TABLE 403.1.FOR THE
	OCCUPANCY TYPE FOR THE FIRST FLOOR INCLUDING THE RETAIL
	SPACE, THE MEZZANINE LEVEL, AND LEVEL 2. THE ONLY
	DRINKING FOUNTAIN CALCULATIONS THAT HAVE BEEN PROVIDED
	ARE FOR THE THIRD LEVEL AND POOL DECK.
	4) SHT. A1.01 - THE SINK IN BREAK ROOM # M11 ON THE
	MEZZANINE LEVEL SHALL COMPLY WITH THE FL. ACCESS. CODE
	SEC. 212, 606 AND 305.
	5) SHT.A7.00 - SUBMIT PLUMBING FIXTURE REQUIREMENTS FOR
	THE FIRST FLOOR INCLUDING THE RETAIL SPACE, THE
	MEZZANINE LEVEL, AND LEVEL 2.
	6) SHT. A7.00 - FIXTURE REQUIREMENTS FOR THE POOL DECK
	- THE CALCULATIONS ARE SHOWING AN OCCUPANT LOAD OF 96
	PERSONS FOR THE SUN DECK AND ALSO 124 PERSONS. CLARIFY.
	7) SHT. A7.00 - FIXTURE REQS. LEVEL 3 - THE TOTAL
	PERSON NUMBER IS SHOWN AS 380 AND THEN DIVIDED INTO 190
	MALES AND 297 FEMALES?? CLARIFY.
	8) A SERVICE SINK IS REQUIRED FOR THE POOL AREA PER FPC
	TABLE 403.1.
	9) SHT. A7.02 - ADA NOTE #6 - A DOOR PULL COMPLYING
	WITH FL. ACCESS. CODE SEC.404.2.7 SHALL BE PLACED ON
	BOTH SIDES OF THE DOOR PER THE FAC SEC.604.8.1.2.
	10) SHT.A7.02 - SHOWER SPRAY UNIT - THE CONTROLS SHALL
	BE LOCATED A MINIMUM OF 38" ABOVE THE FINISH FLOOR, NOT
	3'-8" (44") AS SHOWN. FAC SEC.608.5.1.
	11) 11) ARCHITECTURAL SHEETS - FLOOR PLAN KEYED NOTES #
	28 REFERS TO DETAIL # 2 ON SHT.A8.03 FOR THE SCUPPER
	DETAIL. THERE IS NO SCUPPER DETAIL ON SHT.A8.03.
	DETAILS ARE ON SHT. A8.02. REVISE NOTE AND ALSO PROVIDE
	BOTH DIMENSIONS OF THE SCUPPER IN NOTE # 29.WPB AMEND.
	TO 2010 FBC SEC. 107.2.1.
	12) THE ROOF DRAINAGE CALCULATIONS SHALL INCLUDE
	ONE-HALF THE AREA OF THE VERTICAL WALL AT THE POOL DECK
	AND ANY OTHER AREAS THAT ARE AFFECTED BY A VERTICAL
	(PARAPET) WALL.
	13) SHT.P101 - CODED NOTES #1 REFERS TO SHT. P404 FOR
	GREASE TRAP DETAILS. THERE ARE NO GREASE TRAP DETAILS
	ON SHT. P404.
	14) SHT. P101 CODED NOTE #1 REFERS TO 2-SCHIER GB-250
	GREASE INTERCEPTORS. SUBMIT INTERCEPTOR SIZING
	CALCULATIONS IN ACCORDANCE WITH THE 2010 FPC
	SEC.1003.2, 1003.3.4. THE SIZING CALCULATIONS SHALL BE
	REVIEWED BY SCHIER IN ACCORDANCE WITH 2010 FPC SEC.
	1003.2. CONTACT LEE SCHNEEWEISS AT SCHIER AT
	1-800-538-4792.
	15) SHT.P101 - IDENTIFY/LABEL THE 3" S.S. UP IN THE
	TRASH ROOM. WPB AMEND. TO 2010 FBC SEC. 107.2.1.
	16) SHT. P101 - IDENTIFY/LABEL ALL THE CONDENSATE
	RISERS. WPB AMEND. TO 2010 FBC SEC. 107.2.1.
	17) SHT.P101 - IDENTIFY/LABEL ALL THE WATER RISERS
	(HW,CW, HWR, ).WPB AMEND. TO 2010 FBC SEC.107.2.1.
	18) SHT. P103 - RISER II UP APPEARS TO BE LOCATED
	OUTSIDE THE WALL NEXT TO A COLUMN. CLARIFY.
	19) SHT. P105 --SUPPLY THE PLUMBING SYMBOL LEGEND AND
	ANY CODE NOTES ON THE PLAN. WPB AMEND. TO 2010 FBC
	SEC.107.2.1.
	20) SHTS. #107 & #108 ? ROOF DRAINAGE CALCULATION TABLE
	- SHOWS RWL #1 & #4 AS 4? & SHTS. P307 & P308 SHOW THEM
	AS 6". CLARIFY.
	21) SUBMIT THE DRAINAGE CALCULATIONS FOR THE TRENCH
	DRAINS. WPB AMEND. TO 2010 FBC SEC.107.2.1.
	22) INCLUDE DRAINS #6 & #7 ON THE DRAINAGE CALCULATION
	TABLE. WPB AMEND. TO 2010 FBC SEC.107.2.1.
	23) THE SIZE OF THE DRAINS ON SHEETS #307 & #308 DO NOT
	CORRELATE WITH THE TABLE ON SHT. # 107. CLARIFY.
	24) SHT. P201 - IDENTIFY/LABEL ALL THE RISERS IN ORDER
	TO DO A COMPREHENSIVE REVIEW TO ENSURE THEY CORRELATE
	WITH THE DIAGRAMS. WPB AMEND. TO 2010 FBC SEC.107.2.1.
	25) SHT. P301 - THE HORIZONTAL BRANCHES FOR THE
	DOMESTIC WATER TO THE GUEST ROOMS ARE NOT SIZED, WATER
	LINES ARE NOT SHOWN TO THE PUBLIC RESTROOMS ON LEVEL 3,
	OR TO THE FUTURE KITCHEN. WATER LINES ARE NOT SHOWN TO
	THE RESTROOMS ON THE MEZZANINE LEVEL AND THE LINES ARE
	NOT SIZED TO THE RESTROOMS ON LEVEL 1. WHERE IS THE
	COLD WATER LINE TO THE RESTROOMS ON LEVEL 1? WPB AMEND.
	TO 2010 FBC SEC.107.2.1.
	26) SHT. P301 - THE WATER MAIN BRANCHES HAVE NO
	CONTINUATION/TERMINATION POINTS FOR LEVELS 1,2,3. LOOK
	AT THE WATER HEATERS ALSO. CLARIFY.
	27) SHT. P302 - IDENTIFY THE CONTINUATION /CONNECTION
	POINT OF THE HOT, COLD, AND HOT WATER RETURN LINES ON
	THE LEVEL 1 ISOMETRIC. WPB AMEND. TO 2010 FBC
	SEC.107.2.1.
	28) SHT. P302 SIZE ALL THE WATER LINES ON THE ISOMETRIC
	FOR LEVEL 1 WATER RISER.
	29) SHT. P303 - THE INTERIOR WATER PIPING OF THE ROOMS
	ARE NOT SIZED. SEE ROOMS # 201-209.CLARIFY.
	30) SHT. P304 -THE SHEET IDENTIFIED AS CW & HW
	ISOMETRIC BUT IT IS SANITARY RISERS. PLEASE CORRECT.
	31) SHT. P306 - PLACE CODED NOTES ON SHEET. WPB AMEND.
	TO 2010 FBC SEC.107.2.1.
	32) SHT. P306 - SHOW THE TOTAL DFU'S FOR THE 3" S.S.UP.
	33) SHT. P306 -SIZE ALL SECTIONS OF THE DRAINAGE
	SYSTEM. SEE SECTION UPSTREAM OF STACKS III & IV, INLET
	& OUTLET AND IN BETWEEN THE GREASE INTERCEPTORS AND
	DOWNSTREAM OF THE GREASE INTERCEPTORS.
	34) SUBMIT A SANITARY RISER FOR THE MEZZANINE LEVEL.
	FBC AMEND. TO 2010 FBC SEC. 107.3.5.1.3.
	35) P309 - SIZE THE GAS BRANCH LINES TO THE WATER
	HEATERS. FBC AMEND. TO 2010 FBC SEC. 107.3.5.1.3.
	36) THERE ARE TWO SHEETS NUMBERED P309; ONE IS GAS AND
	ONE IS SANITARY. IS THIS A TYPO? CLARIFY.
	37) SHT. P309 SANITARY - SIZE ALL SECTIONS OF THE
	SANITARY RISERS. WPB AMEND. TO 2010 FBC SEC.107.2.1.
	38) SHT. P309 SANITARY - RISERS II & IV ( ROOM # 206 &
	207 ) ? THE NUMBER AND TYPE OF FIXTURES PERMITTED ON A
	HORIZONTAL WET VENT IS EXCEEDED. REFER TO 2010 FPC
	DEFINITION OF A ?BATHROOM GROUP? AND FPC SEC. 909.1.
	39) RISER IV ON P309 IS LABELED AS RISER V ON P 103 &
	RISER VI ON P103 IS LABELED AS RISER IV ON P309.
	CLARIFY.
	40) THERE IS A PARTIAL RISER ON P309 THAT APPEARS TO BE
	A PRINTING ERROR AND THERE IS ANOTHER RISER THAT IS NOT
	IDENTIFIED. CLARIFY.
	41) SHT.P309 IDENTIFY THE RISER FOR THE GYM TOILET ROOM
	(216) & TOILET ROOM # 222.
	42) SHT. P305 - SIZE ALL SECTIONS OF THE SANITARY
	RISERS. WPB AMEND. TO 2010 FBC SEC.107.2.1.
	43) SHT. P 305 - SANITARY - IDENTIFY/LABEL THE 2?
	SANITARY RISER UP TO ROOF IN ORDER FOR IDENTIFYING
	LOCATION ON ROOF.(BETWEEN ROOMS 4-4 & 4-5).
	44) SHT. P304 - RISERS A, B, C, & D - SIZE ALL SECTIONS
	OF THE SANITARY RISER FOR THE UNITS (LAVATORY STACKS,
	HORIZONTAL DRAINS, SHOWERS. ONE DIAGRAM CAN BE SIZED
	AND SHOWN AS " TYPICAL."
	45) SHT. P 304 - RISER "C" - THE NUMBER AND TYPE OF
	FIXTURES ALLOWED ON A HORIZONTAL WET VENT IS EXCEEDED.
	SEE DEFINITION OF " BATHROOM GROUP" IN FPC AND IN
	SEC.909.1.
	46) SHT. 305 - RISER " E "- THE TOTAL DFU LOAD IS 28.
	THERE ARE TWO ADDITIONAL SHOWERS NEAR THE BASE OF THE
	RISER.
	47) SHT. P306 - SHOW THE TOTAL DFU?S THAT DISCHARGING
	INTO EACH RISER SO THE SIZING OF THE HORIZONTAL
	BRANCHES CAN BE DONE. DO THE SAME ON SHT. P 305. WPB
	AMEND. TO 2010 FBC SEC.107.2.1.
	48) SHTS.P304 & P305 - IDENTIFY / LABEL THE CONNECTION/
	CONTINUATION POINTS OF THE VENTS WHERE THE CONNECT TO
	THE RISERS. WPB AMEND. TO 2010 FBC SEC.107.2.1.
	49) SHOW THE LOCATION OF THE 2ND STAGE REGULATORS ON
	THE GAS DRAWING FOR THE WATER HEATERS.
	50) SHT. P 401 - THE BOOSTER PUMP SHALL BE EQUIPPED
	WITH A LOW PRESSURE CUTOFF PER 2010 FPC SEC.606.5.5.
	51) SHT. P309 - HOW CAN THE LONGEST RUN OF THE GAS
	PIPING BE NOTED AS 50 FEET WHEN THE DIMENSIONS ADD UP
	TO 81 FEET???
	52) THE DOMESTIC WATER SYSTEM SHALL BE EQUIPPED WITH
	PRESSURE REDUCING VALVES IF THE POSSIBILITY OF THE
	PRESSURE TO EXCEED 80 PSI EXISTS FPC SEC.604.8.
	53) WATER HAMMER ARRESTORS SHALL BE INSTALLED ON ALL
	QUICK CLOSING VALVES. AIR CHAMBERS ARE NOT APPROVED.
	FPC SEC.604.9.
	54) SUBMIT THE SPECS/INSTALLATION MANUAL FOR THE POWER
	VENTS FOR THE GAS WATER HEATERS.
	55) SHT. P402 REFERS TO MIAMI-DADE ORDINANCE FOR
	PLUMBING FIXTURE REQUIREMENTS. REMOVE ALL REFERENCE TO
	MIAMI-DADE COUNTY.
	56) SHT. P402 - SUBMIT AN EXPLANATION ON HOW THE
	CALCULATIONS FOR THE COMBUSTION AIR FOR THE GAS WATER
	HEATERS WERE DONE. THERE IS A REFERENCE TO SEC. 706 OF
	THE FBC-MECHANICAL CODE. THIS SECTION SPECIFICALLY
	STATES THAT THE CODE SECTION DOES NOT APPLY TO DIRECT
	VENT APPLIANCES. SEC. 304.1 OF THE FBC-FUEL GAS STATES
	THAT DIRECT VENT APPLIANCES SHALL BE PROVIDED WITH
	COMBUSTION, VENTILATION AND DILUTION AIR IN ACCORDANCE
	WITH THE APPLIANCE MANUFACTURER?S INSTRUCTIONS. SUBMIT
	A COPY OF THE INSTRUCTIONS FOR REVIEW AND SUPPLY THE
	CALCS FOR COMBUSTION AIR ACCORDING TO THE MANUFACTURER.
	57) THE HOT WATER RECIRCULATION SYSTEM SHALL COMPLY
	WITH THE FL. ENERGY CODE SEC. 504.6 FOR SYSTEM
	CONTROLS.
	58) THE SANITARY RISER STACKS SHALL BE VENTED TO COMPLY
	WITH THE FPC SEC. 915.1, 915.2, 915.3 FOR THE VENTING
	OF STACK OFFSETS
	59) THE RESPONSE FROM THE DESIGN PROFESSIONAL REFERS TO
	SHEET P300. THERE IS NO SHT. 300 IN THE PLANS. CLARIFY.

	PLUMBING PLAN REVIEW
	TIM LARGE
	CHIEF PLUMBING INSPECTOR
	561-805-6692
	[email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2014-07-27			Cont ID
Sent By	jwitmer			Date	2014-07-27	Time	11:29	Rev Time	0.00
Received By	jwitmer			Date	2014-07-15	Time	09:41	Sent To

Notes

2014-07-24 12:33:50	PLUMBING PLAN REVIEW
	PERMIT: 14061217
	ADD: 335 CLEMATIS ST
	CONT: TBD
	TEL: (561)856-6655/ NEYITA

	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.

	1ST REVIEW
	DATE: SUN. JULY 27/ 2014
	ACTION: DENIED

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

	NOTICE TO THE DESIGNER OF RECORD:
	CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES THAT A
	LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR TIMES THE
	FEE TO THE DESIGNER FOR PLAN REVIEW, IF PLANS ARE
	REJECTED THREE OR MORE TIMES FOR REPEATED FAILURE TO
	CORRECT A CODE VIOLATION.

	1A) NEITHER SHEET A0.01 BLDG & ZONING CALCS., SHEET
	A1.00 LIFE SAFETY NOR P101 PROVIDE OCCUPANCY LOADS
	(TOTAL) NOR DOES SHEET P101 PROVIDE THE MINIMUM
	PLUMBING FIXTURES REQUIRED PER 2010 FBC-PLUMBING
	NEITHER SHEET A0.01 BLDG & ZONING CALCS., SHEET A1.00
	LIFE SAFETY NOR P101 PROVIDE OCCUPANCY LOADS NOR DOES
	SHEET P101 PROVIDE THE MINIMUM PLUMBING FIXTURES
	REQUIRED PER 2010 FBC-PLUMBING SECTION 403 AND TABLE
	403.1 FOR THEFOR THE COMMON AREAS ON THE 1ST FLOOR AND
	2ND FLOOR (MEZZANINE).

	1B) SHEET P104 THE 3RD FLOOR RESTUARANT AND FLEX AREAS
	PROVIDE A TABLE/ CHART IN COMPLIANCE WITH THE 2010
	FBC-P SECTION 403 AND TABLE 403.1.

	1C) SHEET P107 THE ROOF DECK/ POOL DECK DOES NOT
	PROVIDE A TABLE/ CHART IN COMPLIANCE WITH THE 2010
	FBC-P SECTION 403 AND TABLE 403.1.

	2) SHEET P101:

	2A) SHEET P101 INDICATES THE USE OF A 2 LB. NATURAL GAS
	SYSTEM. THE PLANS SHOW THE NATURAL GAS SYSTEM INTRERING
	THE BUILDING WITHIN THE FPL VAULT. PLEASE CHECK WITH
	FPL, I DO NOT BELIEVE THEY WANT ANY OTHER UTILITES
	SHARING THEIR VAULT SPACE EXSPECIALLY A 2LB NATURAL GAS
	SYSTEM.
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, 101.3 THE PURPOSE OF THIS CODE IS TO
	ESTABLISH THE MINIMUM REQUIREMENTS TO SAFEGUARD THE
	PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH
	STRUCTURAL STRENGTH, MEANS OF EGRESS FACILITIES,
	STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION,
	ENERGY CONSERVATION, AND SAFETY TO LIFE AND PROPERTY
	FROM FIRE AND OTHER HAZARDS ATTRIBUTED TO THE BUILT
	ENVIRONMENT AND TO PROVIDE SAFETY TO FIRE FIGHTERS,
	CODE OFFICIALS, AND EMERGENCY RESPONDERS DURING
	EMERGENCY OPERATIONS.

	2B) SHEET P101 INDICATES THE USE OF A 2 LB. NATURAL GAS
	SYSTEM. THE REST OF THE FUEL GAS COMMENTS WILL BE UNDER
	A SEPERATE GAS REVIEW.

	3) SHEET P101 INDICATES THE USE OF (2) NEW SCHIER 250
	GREASE INTERCEPTORS, NOTE # 1 INDICATES SEE DETAILS
	FOUND ON SHEET P400. THERE IS NO SHEET P400 IN ALL (3)
	SETS OF PLANS. THERE IS NO SHEET P400 LISTED IN THE
	INDEX EITHER. PLEAS PROVIDE THE SIZING CALCULATIONS
	USED FOR THIS INSTALATION PER 2010 FBC-P 1003.2
	APPROVAL. THE SIZE, TYPE AND LOCATION OF EACH
	INTERCEPTOR AND OF EACH SEPARATOR SHALL BE APPROVED BY
	THE PLUMBING OFFICIAL. THE INTERCEPTOR OR SEPARATOR
	SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
	MANUFACTURER?S INSTRUCTIONS AND THE REQUIREMENTS OF
	THIS SECTION. WASTES THAT DO NOT REQUIRE TREATMENT OR
	SEPARATION SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR
	OR SEPARATOR.

	WITHOUT THE FUTURE RESTUARANT LAYOUT, EQUIPMENT, TYPE
	OF FOODS, LOW, MEDIUM OR HIGH GREASE CONTENT HOW CAN
	THE COMMERCIAL KITCHEN AND GREASY WASTE BE SIZED?

	1003.3.4 GREASE INTERCEPTORS AND AUTOMATIC GREASE
	REMOVAL DEVICES.
	GREASE INTERCEPTORS AND AUTOMATIC GREASE REMOVAL
	DEVICES SHALL BE SIZED IN ACCORDANCE WITH PDI G101,
	ASME A112.14.3 APPENDIX A, OR ASME A112.14.4. GREASE
	INTERCEPTORS AND AUTOMATIC GREASE REMOVAL DEVICES SHALL
	BE DESIGNED AND TESTED IN ACCORDANCE WITH PDI G101,
	ASME A112.14.3 OR ASME A112.14.4. GREASE INTERCEPTORS
	AND AUTOMATIC GREASE REMOVAL DEVICES SHALL BE INSTALLED
	IN ACCORDANCE WITH THE MANUFACTURER?S INSTRUCTIONS.

	4) SHEET P101 NOTE # 4 INDICATES WITHIN THE ELEVATOR
	SHAFT THE USE OF SUMP PUMPS AND INDIRECT WASTE. PLEASE
	PROVIDE THE TYPE OF ELEVATORS TO BE INSTALLED. IF
	HYDROLIC ELEVATORS THEN EITHER A OIL SEPARATOR OR AN
	APPROVED ALARM SYSTEM IS INSTALLED. SEE 2010 FBC_P
	1003.4.

	5) SHEET P101 FIRE PUMP ROOM THE FLOOR DRAIN IS MISSING
	THE TRAP PRIMER. 2010 FBC-P 1002.4.

	6) SHEET P101 THE A/C CONDENSATE PIPING IS NOT SIZED
	NOR TYPE OF MATERIAL, PLEASE SIZE TO THE 2010 FBC-P
	314.2 & TABLE 314.2, THIS COMMENT IS COMMON TO ALL
	FLOORS.

	7) SHEET P101 A/C CONDENSATE LEADS FROM THE BUILDING TO
	THE DRIVE AND CATCH BASIN, NOT ALSO THERE ARE (2) 6"
	STORM PIPES (RAIN/ STORM) PIPES LEADING FROM UNDER THE
	BUILDING. THE MATERIAL THESE PIPES ARE MADE FROM IS NOT
	IDENTIFIED, IDENTIFY MATERIAL AND THICKNESS AND OR
	SCHUDULE.

	1102.4 BUILDING STORM SEWER PIPE. BUILDING STORM SEWER
	PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN
	TABLE 1102.4.

	1102.5 SUBSOIL DRAIN PIPE. SUBSOIL DRAINS SHALL BE
	OPEN-JOINTED, HORIZONTALLY SPLIT OR PERFORATED PIPE
	CONFORMING TO ONE OF THE STANDARDS LISTED IN TABLE
	1102.5.

	8) SHEETS P102- P108 ARE INCOMPLETE THERE ARE NO NOTES
	ON ANY OF THESE SHEETS.

	9A) ) THERE ARE NO PLUMBING SANITARY RISER ISOMETRIC
	PLANS SUBMITTED. 2010 WEST PALM BEACH AMENDMENTS TO THE
	FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
	107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
	107.3.5.1.3 PLUMBING 13. PLUMBING RISER.

	9B) THIS BUILDING IS CONSIDERED 12 STORIES TALL. PLEASE
	PROVIDE COMPLIANCE WITH 2010 FBC-P:
	914.1 WHERE REQUIRED.
	SOIL AND WASTE STACKS IN BUILDINGS HAVING MORE THAN 10
	BRANCH INTERVALS SHALL BE PROVIDED WITH A RELIEF VENT
	AT EACH TENTH INTERVAL INSTALLED, BEGINNING WITH THE
	TOP FLOOR.

	914.2 SIZE AND CONNECTION.
	THE SIZE OF THE RELIEF VENT SHALL BE EQUAL TO THE SIZE
	OF THE VENT STACK TO WHICH IT CONNECTS. THE LOWER END
	OF EACH RELIEF VENT SHALL CONNECT TO THE SOIL OR WASTE
	STACK THROUGH A WYE BELOW THE HORIZONTAL BRANCH SERVING
	THE FLOOR, AND THE UPPER END SHALL CONNECT TO THE VENT
	STACK THROUGH A WYE NOT LESS THAN 3 FEET (914 MM) ABOVE
	THE FLOOR.

	SECTION 915
	VENTS FOR STACK OFFSETS

	915.1 VENT FOR HORIZONTAL OFFSET OF DRAINAGE STACK.
	HORIZONTAL OFFSETS OF DRAINAGE STACKS SHALL BE VENTED
	WHERE FIVE OR MORE BRANCH INTERVALS ARE LOCATED ABOVE
	THE OFFSET. THE OFFSET SHALL BE VENTED BY VENTING THE
	UPPER SECTION OF THE DRAINAGE STACK AND THE LOWER
	SECTION OF THE DRAINAGE STACK.

	10A) THERE IS NO PLUMBING STORM/ ROOF DRAINAGE RISER
	ISOMETRIC DIAGRAM SUBMITTED. 107.3.5 MINIMUM PLAN
	REVIEW CRITERIA FOR BUILDINGS 107.3.5.1.3 PLUMBING 13.
	PLUMBING RISER.

	10B) THIS BUILDING IS OVER 12 STORIES TALL. PROVIDE
	COMPLIANCE WITH 2010 FBC-P:

	914.1 WHERE REQUIRED.
	SOIL AND WASTE STACKS IN BUILDINGS HAVING MORE THAN 10
	BRANCH INTERVALS SHALL BE PROVIDED WITH A RELIEF VENT
	AT EACH TENTH INTERVAL INSTALLED, BEGINNING WITH THE
	TOP FLOOR.

	914.2 SIZE AND CONNECTION.
	THE SIZE OF THE RELIEF VENT SHALL BE EQUAL TO THE SIZE
	OF THE VENT STACK TO WHICH IT CONNECTS. THE LOWER END
	OF EACH RELIEF VENT SHALL CONNECT TO THE SOIL OR WASTE
	STACK THROUGH A WYE BELOW THE HORIZONTAL BRANCH SERVING
	THE FLOOR, AND THE UPPER END SHALL CONNECT TO THE VENT
	STACK THROUGH A WYE NOT LESS THAN 3 FEET (914 MM) ABOVE
	THE FLOOR.

	SECTION 915
	VENTS FOR STACK OFFSETS

	915.1 VENT FOR HORIZONTAL OFFSET OF DRAINAGE STACK.
	HORIZONTAL OFFSETS OF DRAINAGE STACKS SHALL BE VENTED
	WHERE FIVE OR MORE BRANCH INTERVALS ARE LOCATED ABOVE
	THE OFFSET. THE OFFSET SHALL BE VENTED BY VENTING THE
	UPPER SECTION OF THE DRAINAGE STACK AND THE LOWER
	SECTION OF THE DRAINAGE STACK.

	11) MISSING: ROOF & DECK DRAINAGE PLANS.
	11A) A203/ P104 A- SHEET 3RD FLOOR TERRACE/ RETUARANT
	NOTE# (20) PROVIDE 4 INCH CONTINIOUS DECK DRAIN, NO
	OVER FLOW PLUMBING SHEET NO NOTES
	11B) A2.11/ P107 A-SHEET POOL DECK NOTE# (20) PROVIDE 4
	INCH CONTINIOUS DECK DRAIN, NO OVER FLOW, PLUMBING
	SHEET NO NOTES.
	11C) A2.12/ P1.108 A-SHEET UPPER ROOF DRAINAGE NOTE 15
	REFFERS TO PLUMBING SHEETS, PLUMBING SHEETS NO NOTES.

	THE ROOF AND DECK DRAINAGE ARE TO BE SIZED, BASED ON
	THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE
	1106.1 OR ON OTHER RAINFALL RATES DETERMINED FROM
	APPROVED LOCAL WEATHER DATA. 2010 FBC-P 1106.1 FOR THE
	CITY OF WEST PALM BEACH THIS IS 4.5 INCHES. 100-YEAR,
	1-HOUR RAINFALL (INCHES).

	11B) PLEASE PROVIDE CALCULATIONS FOR SIZING OF THE ROOF
	DRAINS, & DECK DRAINS FOR THE FLAT AREAS SERVED PLUS
	THE VERTICAL WALL AREA AS REQUIRED BY
	1106.4. IF THERE ARE CONTRIBUTING SLOPED ROOFS THAT ADD
	TO THE DRAIN BEING SERVED PROVIDE THE SQ FOOTAGE OF
	THAT AREA AS WELL.

	11C) 1106.2 VERTICAL CONDUCTORS AND LEADERS. VERTICAL
	CONDUCTORS AND LEADERS SHALL BE SIZED FOR THE MAXIMUM
	PROJECTED ROOF AREA, IN ACCORDANCE WITH TABLES
	1106.2(1) AND 1106.2(2).

	11D) 1106.3 BUILDING STORM DRAINS AND SEWERS.
	THE SIZE OF THE BUILDING STORM DRAIN, BUILDING STORM
	SEWER AND THEIR HORIZONTAL BRANCHES HAVING A SLOPE OF
	ONE-HALF UNIT OR LESS VERTICAL IN 12 UNITS HORIZONTAL
	(4-PERCENT SLOPE) SHALL BE BASED ON THE MAXIMUM
	PROJECTED ROOF AREA IN ACCORDANCE WITH TABLE 1106.3.
	THE MINIMUM SLOPE OF HORIZONTAL BRANCHES SHALL BE
	ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
	(1-PERCENT SLOPE) UNLESS OTHERWISE APPROVED.

	11E) 1110.4 MINIMUM NUMBER OF ROOF DRAINS.
	NOT LESS THAN TWO ROOF DRAINS SHALL BE INSTALLED IN
	ROOF AREAS 10,000 SQUARE FEET (929 M2) OR LESS AND NOT
	LESS THAN FOUR ROOF DRAINS SHALL BE INSTALLED IN ROOFS
	OVER 10,000 SQUARE FEET (929 M2) IN AREA.

	12) FOR BOTH THE 3RD FLOOR TERRACE (P104) AND POOL DECK
	(P107) NEITHER OF THSE PLANS INDICATE HOW COMPLIANCE
	WITH :
	2010 FBC-PLUMBING SECTION 1107/ SECONDARY (EMERGENCY)
	ROOF DRAINS

	12A)1107.1 SECONDARY DRAINAGE REQUIRED.
	SECONDARY (EMERGENCY) ROOF DRAINS OR SCUPPERS SHALL BE
	PROVIDED WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS
	ABOVE THE ROOF IN SUCH A MANNER THAT WATER WILL BE
	ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY
	REASON.

	12B)1107.2 SEPARATE SYSTEMS REQUIRED.
	SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT
	OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.
	DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION THAT
	WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR
	MAINTENANCE PERSONNEL.

	12C)1107.3 SIZING OF SECONDARY DRAINS.
	SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED
	IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL
	RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES
	1106.2(1), 1106.2(2), 1106.3 AND 1106.6. SCUPPERS SHALL
	BE SIZED TO PREVENT THE DEPTH OF PONDING WATER FROM
	EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGNED AS
	DETERMINED BY SECTION 1101.7 . SCUPPERS SHALL NOT HAVE
	AN OPENING DIMENSION OF LESS THAN 4 INCHES (102 MM).
	THE FLOW THROUGH THE PRIMARY SYSTEM SHALL NOT BE
	CONSIDERED WHEN SIZING THE SECONDARY ROOF DRAIN SYSTEM.

	12D) NOTE SHEET A212 DOES PROVIDE OVER FLOW SCUPPERS
	AND SIZED PROPERLY FOR A 5 INCH /PER HOUR RAINFALL. THE
	PLANS DO NEED TO MAKE A CORRECTION. THE PLANS INDICATE
	A 5 FOOT RAIN FALL/ HOUR. 107.2.1.3 TYPO

	13) WITHIN THE POOL DECK THERE WILL PLANTERS THAT WILL
	REQUIRE ADDITIONAL DRAINAGE, NO DETAILS WERE SUBMITTED
	WITHIN THIS REVIEW. 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIED.

	14) NOTE TO DATE THERE HAS BEEN NO IRRIGATION DRAWINGS
	BEING SUBMITTED. IRRIGATION DOES REQUIRE A SEPARATE
	PERMIT AND ASSOCIATED FEES.

	15) POOL DECK SHEET P107:
	15A) POOL BAR IS MISSING THE WATER SERVICE (POTTABLE
	WATER REQUIRED 602.2) TO THE BAR AREA.

	15B) POOL PIPING TO BE REVIEWED UNDER THE POOL PERMIT,
	WILL THERE BE GAS POOL HEATERS? 107.2.1.3 ADDITIONAL
	INFORMATION.

	15C) MISSING 424.1.6.1.4 HOSE BIBB. A HOSE BIBB WITH
	VACUUM BREAKER SHALL BE PROVIDED IN OR WITHIN 25 FEET
	(7620 MM) OF EACH RESTROOM TO ALLOW FOR EASE OF
	CLEANING.

	15D) MISSING 424.1.6.2 RINSE SHOWER. A MINIMUM OF ONE
	RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK OF ALL
	OUTDOOR POOLS WITHIN 20 FEET (60 960 MM) OF THE NEAREST
	POOL WATER?S EDGE.

	15E) THE PLANS INDICATE A 1" WATER SERVICE INTO THE
	POOL EQUIPMENT ROOM, PLANS SHOW A VALVE BUT IT APPEARS
	THERE IS NO PROTECTION TO THE POTTABLE WATER SUPPLY.
	2010 FBC-P 608.3.

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

	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	R			ROOF PLAN REVIEW
Rev No	3	Status	N	Date	2017-05-15			Cont ID
Sent By	shill			Date	2016-06-23	Time	11:13	Rev Time	0.00
Received By	shill			Date	2016-03-22	Time	10:02	Sent To

Notes

***NONE***

Review Stop	R			ROOF PLAN REVIEW
Rev No	2	Status	N	Date	2015-05-22			Cont ID
Sent By	jwitmer			Date	2015-05-22	Time	14:15	Rev Time	0.00
Received By	jwitmer			Date	2015-05-22	Time		Sent To

Notes

2015-05-22 14:15:40	2ND REVIEW. DEFERRED SUBMITTALS: ROOFING: THIS
	SUBMITTAL NO ROOFING PRODUCT APPROVALS WERE SUBMITTED.

Review Stop	R			ROOF PLAN REVIEW
Rev No	1	Status	F	Date	2014-07-24			Cont ID
Sent By	jwitmer			Date	0201-07-24	Time	05:58	Rev Time	0.00
Received By	jwitmer			Date	2014-07-15	Time	05:57	Sent To

Notes

2015-05-19 05:59:58	ROOFING: THIS SUBMITTAL NO ROOFING PRODUCT APPROVALS
	WERE SUBMITTED.

Review Stop	X			PERMIT EXTENSION
Rev No	1	Status	N	Date	2015-01-23			Cont ID
Sent By	rbrown			Date	2015-01-23	Time	20:38	Rev Time	0.00
Received By	rbrown			Date	2015-01-23	Time	20:38	Sent To

Notes

2015-01-23 20:42:13	OWNER REQUESTED EXTENSION ON THE PERMIT APPLICATION TO
	ALLOW TIME FOR OBTAINING TRANSFER DEVELOPMENT RIGHTS
	(TDRS). PERMIT APPLICATION EXTENDED UNTIL 4/22/15.

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	2016-06-22			Cont ID
Sent By	aaponte			Date	2016-06-22	Time	15:36	Rev Time	0.00
Received By	aaponte			Date	2016-06-22	Time	15:36	Sent To

Notes

2016-06-22 16:39:40	1-THE PROPOSED HOTEL IS REQUIRED TO PURCHASE A TOTAL OF
	32,509 SF OF TDR. THE TDR TRANSFER SHALL BE APPROVED BY
	THE DAC BEFORE A BUILDING PERMIT CAN BE ISSUED.
	2- COMPLIED-THE CALCULATION FOR THE MEZZANINE AREA
	SHALL BE DONE BASED ON THE GROSS AREA FOR THE GROUND
	FLOOR AND THE MEZZANINE. AS PROPOSED MEZZANINE AREA
	EXCEEDS THE MAXIMUM 50% OF THE GROUND LEVEL GROSS AREA,
	AND IT SHALL BE REDUCED OR IT WILL COUNT AS A FLOOR.
	3- COMPLIED - PROPOSED LOADING AREA ALONG THE ALLEY
	DOES NOT HAVE DIMENSIONS TO WORK AS A PARALELL LOADING
	AREA. PARALELL SPACE SHALL BE AT LEAST THE MINIMUM 8
	FEET REQUIRED FOR PARALELL PARKING. LOADING IS NOT
	REQUIRED FOR THIS PROJECT. AS THE PROPOSED SPACE ALONG
	THE ALLEY DOES NOT MEET THE MINIMUM WITH FOR A PARALELL
	PARKING, IT SHALL NOT BE IDENTIFIED AS LOADING OR
	PARKING.
	4- PLEASE PROVIDE A SECTION TO CONFIRM- SIDEWALK
	CROSSING THE DRIVEWAY SHALL BE MAINTAINED AT SIDEWALK
	GRADE, AND SHALL BE THE SAME MATERIAL OF THE SIDEWALK.
	5- COMPLIED- CIVIL DRAWINGS AND SITE PLAN ARE NOT
	CONSISTENT REGARDING THE PORTE COCHERE APRON AND DRIVE.
	6- PROPOSED PAVER TREATMENT ALONG DIXIE HWAY WILL
	REQUIRE A MAINTENANCE AGREEMENT, WHERE THE HOTEL
	BECOMES RESPONSIBLE FOR THE MAINTENANCE OF THE PAVERS.
	7- COMPLIED-PROPOSED STOP BAR SHALL BE MOVED AWAY FROM
	THE SIDEWALK TRAVEL PATH AND INTO THE PORTE COCHERE
	AREA.
	8- COMPLIED-THE PORTE COCHERE TRAFFIC FLOW SHALL FOLLOW
	THE DIXIE HWAY DIRECTION OF TRAFFIC ( ENTRANCE ON NORTH
	DRIVEWAY, AND EXIT ON SOUTH DRIVEWAY).
	9- COMPLIED- PROPOSED CATCH BASINS CANNOT GO IN THE
	MIDDLE OF THE SIDEWALK.
	10- LANDSCAPE IN ROOFTOP TERRRACE NEED AUTOMATIC
	IRRIGATION. THERE ARE PLANTER URNS LOCATED IN AREAS
	DIFFICULT TO REACH FOR HAND WATERING.
	11- COMPLIED- SIDEWALK ALONG DIXIE HIWAY BETWEEN THE
	TWO PORTE COCHERE DRIVEWAYS IS SHOWN HALF IN PARVER AND
	HALF IN CONCRETE. WHAT IS THE REASON FOR THAT?
	12- COMPLIED - TREE GRATES SHALL BE INSTALLED ALONG
	DIXIE HWAY FOLLOWING THE RHYTHM AND PATTERN OF THE ONES
	ON THE WEST SIDE.
	13- COMPLIED- RESTAURANT DOOR ON CLEMATIS SHALL BE
	RECESSED SO IT DOES NOT ENCROACH MORE THAN 12" INTO THE
	SIDEWALK.
	14- PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
	WITH THE MINIMUM LANDSCAPE REQUIREMENTS FOR THE ROOFTOP
	GARDEN ON TOP OF THE 2ND FLOOR (TABLE IV-7). PLEASE
	CORRECT THE TITLES AS IT INDICATES A TERRACE ON THE
	17TH FLOOR. PLEASE BREAK OUT THE LIST OF TREES PROVIDED
	TO COMPLY WITH CANOPY REQUIREMENT.
	15. GARBAGE COLLECTION OPERATION SHALL BE APPROVED BY
	THE SANITATION DEPARTMENT. PLEASE CONTACT FERDINAND
	RIVERA AT 561-822-2076. PROVIDE APPROVAL LETTER FROM
	SANITATION.
	16. PLEASE LABEL ALL MECHANICAL ROOMS NOT COUNTED AS
	PART OF THE FAR IN THE FLOOR PLANS, AND IDENTIFIED THE
	TYPE OF MECHANICAL USE INTENDED FOR THE ROOM.
	17. PROPOSED BASE PLANTING INDICATED ON THE SIDEWALK
	BETWEEN THE TWO CURB CUTS IS NOT PERMITTED. SPACE SHALL
	BE MAINTAINED AS SIDEWALK.
	18. PLEASE SEPARATE THE LANDSCAPE DRAWINGS AND SUBMIT
	FOR LANDSCAPE PERMIT.
	19. COMPLIED-NEW HALLWAY CONNECTING 3RD LEVEL ROOF TOP
	ELEVATOR WITH PORCH HAS RESULTED IN ADDITIONAL BLANK
	FACADE TOWARDS THE EAST. SPACE SHALL BE OPEN TO ALLOW
	FOR ARCHITECTURAL ELEMENTS. ANY ENCLOSED AREA SHALL BE
	COUNTED AS PART OF THE FAR.
	20. ACCORDING TO DAC FINAL ORDER NO. 12-01, THE PORCH
	SHALL NOT EXPAND BEYOND DIMENSIONS PRESENTED TO THE
	BOARD AT THE TIME OF THE HEARING.
	21. LANDSCAPING ALONG DIXIE HWAY SHALL MATCH THE
	EXISTING ON THE WEST SIDE OF DIXIE HWAY.
	FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
	APONTE AT 561-822-1439.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2015-07-14			Cont ID
Sent By	aaponte			Date	2015-07-14	Time	15:29	Rev Time	0.00
Received By	aaponte			Date	2015-07-14	Time	14:25	Sent To

Notes

2015-07-14 15:29:49	1-THE PROPOSED HOTEL IS REQUIRED TO PURCHASE A TOTAL OF
	31,963 SF OF TDR. THE TDR TRANSFER SHALL BE APPROVED BY
	THE DAC BEFORE A BUILDING PERMIT CAN BE ISSUED.
	2- COMPLIED-THE CALCULATION FOR THE MEZZANINE AREA
	SHALL BE DONE BASED ON THE GROSS AREA FOR THE GROUND
	FLOOR AND THE MEZZANINE. AS PROPOSED MEZZANINE AREA
	EXCEEDS THE MAXIMUM 50% OF THE GROUND LEVEL GROSS AREA,
	AND IT SHALL BE REDUCED OR IT WILL COUNT AS A FLOOR.
	3- PROPOSED LOADING AREA ALONG THE ALLEY DOES NOT HAVE
	DIMENSIONS TO WORK AS A PARALELL LOADING AREA. PARALELL
	SPACE SHALL BE AT LEAST THE MINIMUM 8 FEET REQUIRED FOR
	PARALELL PARKING. LOADING IS NOT REQUIRED FOR THIS
	PROJECT. AS THE PROPOSED SPACE ALONG THE ALLEY DOES NOT
	MEET THE MINIMUM WITH FOR A PARALELL PARKING, IT SHALL
	NOT BE IDENTIFIED AS LOADING OR PARKING.
	4- SIDEWALK CROSSING THE DRIVEWAY SHALL BE MAINTAINED
	AT SIDEWALK GRADE, AND SHALL BE THE SAME MATERIAL OF
	THE SIDEWALK.
	5- CIVIL DRAWINGS AND SITE PLAN ARE NOT CONSISTENT
	REGARDING THE PORTE COCHERE APRON AND DRIVE.
	6- PROPOSED PAVER TREATMENT ALONG DIXIE HWAY WILL
	REQUIRE A MAINTENANCE AGREEMENT, WHERE THE HOTEL
	BECOMES RESPONSIBLE FOR THE MAINTENANCE OF THE PAVERS.
	7- COMPLIED-PROPOSED STOP BAR SHALL BE MOVED AWAY FROM
	THE SIDEWALK TRAVEL PATH AND INTO THE PORTE COCHERE
	AREA.
	8- COMPLIED-THE PORTE COCHERE TRAFFIC FLOW SHALL FOLLOW
	THE DIXIE HWAY DIRECTION OF TRAFFIC ( ENTRANCE ON NORTH
	DRIVEWAY, AND EXIT ON SOUTH DRIVEWAY).
	9- COMPLIED- PROPOSED CATCH BASINS CANNOT GO IN THE
	MIDDLE OF THE SIDEWALK.
	10- LANDSCAPE IN ROOFTOP TERRRACES NEED AUTHOMATIC
	IRRIGATION. THERE ARE PLANTER URNS LOCATED IN AREAS
	DIFFICULT TO REACH FOR HAND WATERING.
	11- COMPLIED- SIDEWALK ALONG DIXIE HIWAY BETWEEN THE
	TWO PORTE COCHERE DRIVEWAYS IS SHOWN HALF IN PARVER AND
	HALF IN CONCRETE. WHAT IS THE REASON FOR THAT?
	12- TREE GRATES SHALL BE INSTALLED ALONG DIXIE HWAY
	FOLLOWING THE RHYTHM AND PATTERN OF THE ONES ON THE
	WEST SIDE. PLEASE FOLLOW THE SAME PLANT MATERIALS ALSO.
	13- COMPLIED- RESTAURANT DOOR ON CLEMATIS SHALL BE
	RECESSED SO IT DOES NOT ENCROACH MORE THAN 12" INTO THE
	SIDEWALK.
	14- PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
	WITH THE MINIMUM LANDSCAPE REQUIREMENTS FOR THE ROOFTOP
	GARDEN ON TOP OF THE 2ND FLOOR (TABLE IV-7).
	15. GARBAGE COLLECTION OPERATION SHALL BE APPROVED BY
	THE SANITATION DEPARTMENT. PLEASE CONTACT FERDINAND
	RIVERA AT 561-822-2076. PROVIDE APPROVAL LETTER FROM
	SANITATION.
	16. PLEASE LABEL ALL MECHANICAL ROOMS NOT COUNTED AS
	PART OF THE FAR IN THE FLOOR PLANS, AND IDENTIFIED THE
	TYPE OF MECHANICAL USE INTENDED FOR THE ROOM.
	17. PROPOSED BASE PLANTING INDICATED ON THE SIDEWALK
	BETWEEN THE TWO CURB CUTS IS NOT PERMITTED. SPACE SHALL
	BE MAINTAINED AS SIDEWALK.
	18. PLEASE SEPARATE THE LANDSCAPE DRAWINGS AND SUBMIT
	FOR LANDSCAPE PERMIT.
	19. NEW HALLWAY CONNECTING 3RD LEVEL ROOF TOP ELEVATOR
	WITH PORCH HAS RESULTED IN ADDITIONAL BLANK FACADE
	TOWARDS THE EAST.SPACE SHALL BE OPEN TO ALLOW FOR
	ARCHITECTURAL ELEMENTS. ANY ENCLOSED AREA SHALL BE
	COUNTED AS PART OF THE FAR.
	20. ACCORDING TO DAC FINAL ORDER NO. 12-01, THE PORCH
	SHALL NOT EXPAND BEYOND DIMENSIONS PRESENTED TO THE
	BOARD AT THE TIME OF THE HEARING.
	FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
	APONTE AT 561-822-1439.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2014-08-20			Cont ID
Sent By	aaponte			Date	2014-08-19	Time	09:11	Rev Time	0.00
Received By	aaponte			Date	2014-08-19	Time	09:11	Sent To

Notes

2015-07-14 15:27:31	1-THE PROPOSED HOTEL IS REQUIRED TO PURCHASE A TOTAL OF
	31,963 SF OF TDR. THE TDR TRANSFER SHALL BE APPROVED BY
	THE DAC BEFORE A BUILDING PERMIT CAN BE ISSUED.
	2- THE CALCULATION FOR THE MEZZANINE AREA SHALL BE DONE
	BASED ON THE GROSS AREA FOR THE GROUND FLOOR AND THE
	MEZZANINE. AS PROPOSED MEZZANINE AREA EXCEEDS THE
	MAXIMUM 50% OF THE GROUND LEVEL GROSS AREA, AND IT
	SHALL BE REDUCED OR IT WILL COUNT AS A FLOOR.
	3- PROPOSED LOADING AREA ALONG THE ALLEY DOES NOT HAVE
	DIMENSIONS TO WORK AS A PARALELL LOADING AREA. PARALELL
	SPACE SHALL BE AT LEAST THE MINIMUM 8 FEET REQUIRED FOR
	PARALELL PARKING.
	4- SIDEWALK CROSSING THE DRIVEWAY SHALL BE MAINTAINED
	AT SIDEWALK GRADE, AND SHALL BE THE SAME MATERIAL OF
	THE SIDEWALK.
	5- CIVIL DRAWINGS AND SITE PLAN ARE NOT CONSISTENT
	REGARDING THE PORTE COCHERE APRON AND DRIVE.
	6- PROPOSED PAVER TREATMENT ALONG DIXIE HWAY WILL
	REQUIRE A MAINTENANCE AGREEMENT, WHERE THE HOTEL
	BECOMES RESPONSIBLE FOR THE MAINTENANCE OF THE PAVERS.
	7- PROPOSED STOP BAR SHALL BE MOVED AWAY FROM THE
	SIDEWALK TRAVEL PATH AND INTO THE PORTE COCHERE AREA.
	8- THE PORTE COCHERE TRAFFIC FLOW SHALL FOLLOW THE
	DIXIE HWAY DIRECTION OF TRAFFIC ( ENTRANCE ON NORTH
	DRIVEWAY, AND EXIT ON SOUTH DRIVEWAY).
	9- PROPOSED CATCH BASINS CANNOT GO IN THE MIDDLE OF THE
	SIDEWALK.
	10- LANDSCAPE IN ROOFTOP TERRRACES NEED AUTHOMATIC
	IRRIGATION. THERE ARE PLANTER URNS LOCATED IN AREAS
	DIFFICULT TO REACH FOR HAND WATERING.
	11- SIDEWALK ALONG DIXIE HIWAY BETWEEN THE TWO PORTE
	COCHERE DRIVEWAYS IS SHOWN HALF IN PARVER AND HALF IN
	CONCRETE. WHAT IS THE REASON FOR THAT?
	12- TREE GRATES SHALL BE INSTALLED ALONG DIXIE HWAY
	FOLLOWING THE RHYTHM AND PATTERN OF THE ONES ON THE
	WEST SIDE. PLEASE FOLLOW THE SAME PLANT MATERIALS ALSO.
	13- RESTAURANT DOOR ON CLEMATIS SHALL BE RECESSED SO IT
	DOES NOT ENCROACH MORE THAN 12" INTO THE SIDEWALK.
	14- PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
	WITH THE MINIMUM LANDSCAPE REQUIREMENTS FOR THE ROOFTOP
	GARDEN ON TOP OF THE 2ND FLOOR (TABLE IV-7).
	15. GARBAGE COLLECTION OPERATION SHALL BE APPROVED BY
	THE SANITATION DEPARTMENT. PLEASE CONTACT FERDINAND
	RIVERA AT 561-822-2076. PROVIDE APPROVAL LETTER FROM
	SANITATION.
	FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
	APONTE AT 561-822-1439.
2014-08-19 10:52:26	1-THE PROPOSED HOTEL IS REQUIRED TO PURCHASE A TOTAL OF
	31,963 SF OF TDR. THE TDR TRANSFER SHALL BE APPROVED BY
	THE DAC BEFORE A BUILDING PERMIT CAN BE ISSUED.
	2- THE CALCULATION FOR THE MEZZANINE AREA SHALL BE DONE
	BASED ON THE GROSS AREA FOR THE GROUND FLOOR AND THE
	MEZZANINE. AS PROPOSED MEZZANINE AREA EXCEEDS THE
	MAXIMUM 50% OF THE GROUND LEVEL GROSS AREA, AND IT
	SHALL BE REDUCED OR IT WILL COUNT AS A FLOOR.
	3- PROPOSED LOADING AREA ALONG THE ALLEY DOES NOT HAVE
	DIMENSIONS TO WORK AS A PARALELL LOADING AREA. PARALELL
	SPACE SHALL BE AT LEAST THE MINIMUM 8 FEET REQUIRED FOR
	PARALELL PARKING.IS THE PROPOSED AREA SUFFICIENT FOR A
	HOTEL LOADING AREA?
	4- SIDEWALK CROSSING THE DRIVEWAY SHALL BE MAINTAINED
	AT SIDEWALK GRADE, AND SHALL BE THE SAME MATERIAL OF
	THE SIDEWALK.
	5- CIVIL DRAWINGS AND SITE PLAN ARE NOT CONSISTENT
	REGARDING THE PORTE COCHERE APRON AND DRIVE.
	6- PROPOSED PAVER TREATMENT ALONG DIXIE HWAY WILL
	REQUIRE A MAINTENANCE AGREEMENT, WHERE THE HOTEL
	BECOMES RESPONSIBLE FOR THE MAINTENANCE OF THE PAVERS.
	7- PROPOSED STOP BAR SHALL BE MOVED AWAY FROM THE
	SIDEWALK TRAVEL PATH AND INTO THE PORTE COCHERE AREA.
	8- THE PORTE COCHERE TRAFFIC FLOW SHALL FOLLOW THE
	DIXIE HWAY DIRECTION OF TRAFFIC ( ENTRANCE ON NORTH
	DRIVEWAY, AND EXIT ON SOUTH DRIVEWAY).
	9- PROPOSED CATCH BASINS CANNOT GO IN THE MIDDLE OF THE
	SIDEWALK.
	10- LANDSCAPE IN ROOFTOP TERRRACES NEED AUTHOMATIC
	IRRIGATION. THERE ARE PLANTER URNS LOCATED IN AREAS
	DIFFICULT TO REACH FOR HAND WATERING.
	11- SIDEWALK ALONG DIXIE HIWAY BETWEEN THE TWO PORTE
	COCHERE DRIVEWAYS IS SHOWN HALF IN PARVER AND HALF IN
	CONCRETE. WHAT IS THE REASON FOR THAT?
	12- TREE GRATES SHALL BE INSTALLED ALONG DIXIE HWAY
	FOLLOWING THE RHYTHM AND PATTERN OF THE ONES ON THE
	WEST SIDE. PLEASE FOLLOW THE SAME PLANT MATERIALS ALSO.
	13- RESTAURANT DOOR ON CLEMATIS SHALL BE RECESSES SO IT
	DOES NOT ENCROACH MORE THAN 12" INTO THE SIDEWALK.
	14- PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
	WITH THE MINIMUM LANDSCAPE REQUIREMENTS FOR THE ROOFTOP
	GARDEN ON TOP OF THE 2ND FLOOR (TABLE IV-7).
	15. GARBAGE COLLECTION OPERATION SHALL BE APPROVED BY
	THE SANITATION DEPARTMENT. PLEASE CONTACT FERDINAND
	RIVERA AT 561-822-2076.
	FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
	APONTE AT 561-822-1439.
2014-07-09 14:50:23	7/9/14