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Plan Review Details - Permit 15120536

Plan Review Stops For Permit 15120536

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2016-06-07			Cont ID
Sent By	jwitmer			Date	2016-06-07	Time	11:09	Rev Time	0.00
Received By	jwitmer			Date	2016-06-07	Time	08:54	Sent To

Notes

2016-06-07 11:09:11	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120536
	ADD: 2745 OKEECHOBEE BLVD.
	CONT: HEDRICK BROTHERS
	TEL: 561-568-8931
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	3RD REVIEW
	DATE: TUES. JUNE 07/ 2016
	ACTION: BUILDING PROVISO

	1) PROVISO: SHEET 035-A.1.1.1A & 038-A1.1.1.1D BOTH
	SHOW THE USE OF PLATFORM LIFTS. A REVISION IS REQUIRED,
	DELETING THE PLATFORM LIFT IN COMPLIANCE WITH THE 2014
	FBC-ACCESSIBILITY CODE 206.7 NOT ALLOWED IN NEW
	CONSTRUCTION.

	2) PROVISO: 090-A4-4 DETAILS 1 & 2 FLOOR STRUCTURAL
	MEMBERS ARE 34 INCH DOUBLE T CONCRETE JOIST. THIS WOULD
	PROVIDE AN 8FT.-8 IN. CLEAR SPACE BENEATH THE JOIST,
	DEPENDING ON THE LAYOUT OF THE RAINWATER HORIZONTAL
	RUNS AND FIRE SPRINKLER LAYOUT WHICH HAS NOT YET BEEN
	PROVIDED.2014 FBC-B 406.4.1.

	3) PROVISO: 2014 FBC-B SECTION [F] 406.6.3 AUTOMATIC
	SPRINKLER SYSTEM. AN ENCLOSED PARKING GARAGE SHALL BE
	EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN
	ACCORDANCE WITH SECTION 903.2.10.

	4) PROVISO: DEFERRED SUBMITTAL . DOOR TYPE (N) SHOW
	THEY ARE A HORIZONTAL BI-PARTING DOOR. SHEET 113-A8-0
	INDICATES A DOOR TYPE (N) BUT DOES NOT INDICATE TO
	WHICH CODE SECTION THE DOORS ARE COMPLY 1008.1.4.2
	POWER OPERATED DOORS OR 1008.1.4.3 HORIZONTAL SLIDING
	DOORS OR HOW MUCH FORCE IS TO BE APPLIED TO SET THE
	DOOR IN MOTION. DOORS SHALL BE OPENABLE BY A SIMPLE
	METHOD FROM BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR
	EFFORT, HOW WILL THIS BE ACCOMPLISHED.

	5) PROVISO/ DEFERRRED SUBMITTAL. SHEET 100-A6-2
	SKYLIGHT GLAZING IS GOING TO COMPLY WITH THE 2014 FBC-B
	2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS.
	2405.5 UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES.

	6) PROVISO: DEFERRED SUBMITTALS. PLEASE SUBMIT PRODUCT
	APPROVALS TO COMPLY WITH: 2014 FBC-B 1609.1.2
	PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
	CLADDING, AND
	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) PRE-ENGINEERED A/C STANDS

	7) PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA BUILDING
	CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION 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.

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2016-04-15			Cont ID
Sent By	jwitmer			Date	2016-04-15	Time	09:35	Rev Time	0.00
Received By	jwitmer			Date	2016-04-14	Time		Sent To

Notes

2016-04-15 09:35:39	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120536
	ADD: 2745 OKEECHOBEE BLVD.
	CONT: HEDRICK BROTHERS
	TEL: 561-568-8931
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	2ND REVIEW
	DATE: THURS. APRIL 14/ 2016
	ACTION: DENIED

	1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM
	BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT
	APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR
	WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER
	7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE
	EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST
	PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM
	BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC
	PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE
	ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION
	COST.

	PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
	V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
	NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
	THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
	PROJECTS.

	2) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
	THRESHOLD BUILDING 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 WRITTEN THRESHOLD INSPECTION
	PLAN.

	2B) 2ND REQUEST, THE THRESHOLD INSPECTION FORMS ARE TO
	BE SIGNED BY ALL PARTIES BEFORE SUBMITTAL TO THE
	BUILDING DEPARTMENT. 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
	THRESHHOLD INSPECTION FORMS ARE REQUIRED TO BE FILED
	OUT BY ALL PARTIES WITH INTEREST, NOTARIZED AND
	RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED
	BEFORE PERMIT ISSUANCE WILL TAKE PLACE. CONTACT KEN
	CONRAD MANAGER OF THE SPECIAL INSPECTOR PROGRAM AT
	(561)805-6666 FOR FURTHER INFORMATION BEFORE THE PERMIT
	MAY BE ISSUED.

	2C) COMPLIED. 663 FLORIDA STATUTE.

	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 SCHEDULED.

	2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
	SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.

	2F) NOTICE ONLY: FOR DIGITAL PLANS, AFTER PERMIT
	ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE
	PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN
	E-MAIL YOU THE APPROVED AND BATCH STAMPED PLANS SO YOU
	MAY PRINT YOUR PLANS, TWO SETS OF PLANS WILL NEED TO BE
	PRINTED IN COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE
	OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO
	PRINT MAYBE IN BLACK & WHITE..

	2G) INFORMATIONAL. PLEASE CALL THE CITY OF WEST PALM
	BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561)
	805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
	JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
	6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.

	2H) INFORMATIONAL. 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) 2ND REVIEW. SHEET 001-INDEX INDICATES SHEET 033-A0.1
	IS MISSING, AND IS NOT PART OF THIS SUBMITTAL. A
	THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.
	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	4) 2ND REQUEST. THE SUBMITTED DOCUMENT IS SIGNED AND
	SEALED AS A PAPER DOCUMENT, THERE IS NO ELECTRONIC
	SIGNATURE TO THIS DOCUMENT. THE ENGINEER HAS 2 OPTIONS,
	EITHER COMPLY WITH FLORIDA ADMINISTRATIVE CODE
	61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
	ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
	REPORTS OR OTHER DOCUMENTS OR SUBMIT 1 ORIGINAL PAPER
	DOCUMENT SIGNED AND SEALED.

	2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
	CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
	IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
	THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
	OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
	GEOTECHNICAL INVESTIGATION BE CONDUCTED.

	5) SHEET 027-LS-1E:

	5A) COMPLIED.

	5B) 2ND REQUEST. SUBMITTED A MANUFACTURERS BROCHURE
	FROM GARAVENTA LIFT. THE BROCHURE WAS PRINTED IN
	CANADA, THE LIFT MAYBE MADE IN CANADA AND NOT HAVE A
	ASME A18.1 LISTING. THE SERVICE VESTIBULE SHOWS THE USE
	OF A PLATFORM LIFT, PLEASE PROVIDE THE MANUFACTURERS
	SHOP DRAWINGS AND OR SPEC SHEET THAT SHOWS THE LIFT
	COMPLIES WITH ASME A18.1 (FBC-ACCESSIBILITY CODE
	410.1).

	5C) COMPLIED. RECEIVING ROOM 163, EXIT DISCHARGE TO A
	PUBLIC WAY.

	5D) COMPLIED. NO MEZZANINE IN THE PARTS STORAGE LEVEL.

	5E) COMPLIED.
	6-8) COMPLIED.

	9) 2ND REQUEST. SHEET 145-S1.1A IN THE BOTTOM RIGHT
	SHOWS A KEY FOUNDATION PLAN FOR THE FOUNDATION. THE KEY
	PLAN DOES NOT IDENTIFY THE FOUNDATION BEHIND THE
	BUILDING LABELED 1. PLEASE PROVIDE WHERE THIS PLAN CAN
	BE LOCATED.

	10-11) COMPLIED.

	12) 2ND REQUEST. PLEASE SHOW THE STRETCHER REQUIREMENTS
	WITHIN THE CAB. THE CONCRETE WALL OPENING AND THE CAB
	OPENING DOES NOT LINE UP, MAKING THE TURN INTO THE CAB
	APPEAR VERY TIGHT FOR CODE COMPLIANCE.
	SHEET 037-A1-1-1C NOR THE SHEET 109-A7-1 SHOW THE CAB
	OF ELEVATOR # 1 ACCOMMODATES THE AMBULANCE STRETCHER
	REQUIREMENTS OF FBC-B 3002.4.

	13) COMPLIED.

	14A) COMPLIED. GENERATOR IS BEING ADDED TO THE PROJECT.

	14B) COMPLIED.

	14C) PROVISO: 090-A4-4 DETAILS 1 & 2 FLOOR STRUCTURAL
	MEMBERS ARE 34 INCH DOUBLE T CONCRETE JOIST. THIS WOULD
	PROVIDE AN 8FT.-8 IN. CLEAR SPACE BENEATH THE JOIST,
	DEPENDING ON THE LAYOUT OF THE RAINWATER HORIZONTAL
	RUNS AND FIRE SPRINKLER LAYOUT WHICH HAS NOT YET BEEN
	PROVIDED.2014 FBC-B 406.4.1.

	15)COMPLIED

	16-17) PROVISO: SHEET 026-LS-0-. FULLY SPRINKLERED
	BUILDING. DEFERRED SUBMITTAL.

	18) COMPLIED.

	19) 2ND REQUEST. THERE IS NO REVISED SHEET. . THIS
	COMMENT IS COMMON FOR ALL FLOORS. SHEET 055-A1-2-B THE
	FLOOR INDICATES THE ELEVATION OF THE LEVEL FLOOR AT
	38.0 FEET. THE PLANS DO SHOW WHAT APPEARS TO BE FLOOR
	DRAINS BUT THE DIFFERENCE IN ELEVATION IS NOT MARKED ON
	THE PLANS NOR IS THERE ANY NOTES ON THE PLANS
	INDICATING THE DIFFERENCE IN ELEVATION. PLEASE PROVIDE
	COMPLIANCE WITH THE 2014 FBC-B 406.4.5 FLOOR SURFACE.
	THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR
	OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE
	MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN
	VEHICLE ENTRY DOORWAY.

	20) SEE COMMENTS FROM THE MECHANICAL REVIEWER 2ND
	REVIEW. PORTIONS OF THE 1ST FLOOR AND 2ND FLOOR ARE
	CONSIDERED AN ENCLOSED PARKING GARAGE, PLEASE IDENTIFY
	WHERE IN EITHER THE ARCHITECTURAL SHEETS OR THE
	MECHANICAL SHEETS COMPLIANCE WITH 2014 FBC-B 406.6.2
	VENTILATION. A MECHANICAL VENTILATION SYSTEM SHALL BE
	PROVIDED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
	MECHANICAL.

	21) PROVISO: 2014 FBC-B SECTION [F] 406.6.3 AUTOMATIC
	SPRINKLER SYSTEM. AN ENCLOSED PARKING GARAGE SHALL BE
	EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN
	ACCORDANCE WITH SECTION 903.2.10.

	22) SEE COMMENTS FROM THE MECHANICAL REVIEWER. PLEASE
	PROVIDE WHERE COMPLIANCE WITH FBC-B SECTION 406.8.2
	VENTILATION. REPAIR GARAGES SHALL BE MECHANICALLY
	VENTILATED IN ACCORDANCE WITH THE FLORIDA BUILDING
	CODE, MECHANICAL. THE VENTILATION SYSTEM SHALL BE
	CONTROLLED AT THE ENTRANCE TO THE GARAGE.

	23) PROVISO: 2014 FBC-B SECTION 406.8.6 AUTOMATIC
	SPRINKLER SYSTEM. A REPAIR GARAGE SHALL BE EQUIPPED
	WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
	SECTION 903.2.9.1.

	24) COMMENT IS NEW FROM THE ORIGINAL COMMENT!!!!! SHEET
	038-A1-1-1D. NEXT TO STAIR 128 THE PLANS INDICATE THE
	USE OF A PLATFORM LIFT. THIS IS NEW CONSTRUCTION PLEASE
	LOOK AT THE SCOPING REQUIREMENT FOR THE LIMITED USE OF
	PLATFORM LISTS ON AN ACCESSIBLE ROUTE IN NEW
	CONSTRUCTION UNDER 2014 FBC-B 206.7.

	25) SHEETS 035-A1.1.1A THROUGH 040-A1.1.1F, AND SHEET
	113-A8.0 DOOR SCHEDULE:

	25A) PROVISO: DEFERRED SUBMITTAL . DOOR TYPE (N) SHOW
	THEY ARE A HORIZONTAL BI-PARTING DOOR. SHEET 113-A8-0
	INDICATES A DOOR TYPE (N) BUT DOES NOT INDICATE TO
	WHICH CODE SECTION THE DOORS ARE COMPLY 1008.1.4.2
	POWER OPERATED DOORS OR 1008.1.4.3 HORIZONTAL SLIDING
	DOORS OR HOW MUCH FORCE IS TO BE APPLIED TO SET THE
	DOOR IN MOTION. DOORS SHALL BE OPENABLE BY A SIMPLE
	METHOD FROM BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR
	EFFORT, HOW WILL THIS BE ACCOMPLISHED.

	25B) COMPLIED

	26) PROVISO/ DEFERRRED SUBMITTAL. SHEET 100-A6-2 PLEASE
	PROVIDE HOW THE SKYLIGHT GLAZING IS GOING TO COMPLY
	WITH THE 2014 FBC-B 2405.2 ALLOWABLE GLAZING MATERIALS
	AND LIMITATIONS.
	2405.5 UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES.
	UNIT SKYLIGHTS AND TUBULAR DEVICES SHALL BE TESTED AND
	LABELED AS COMPLYING WITH AAMA/WDMA/CSA 101/I.S./A440.
	THE LABEL SHALL STATE THE NAME OF THE MANUFACTURER, THE
	APPROVED LABELING AGENCY, THE PRODUCT DESIGNATION AND
	THE PERFORMANCE GRADE RATING AS SPECIFIED IN
	AAMA/WDMA/CSA 101/I.S.2/ A440. IF THE PRODUCT
	MANUFACTURER HAS CHOSEN TO HAVE THE PERFORMANCE GRADE
	OF THE SKYLIGHT RATED SEPARATELY FOR POSITIVE AND
	NEGATIVE DESIGN PRESSURE, THEN THE LABEL SHALL STATE
	BOTH PERFORMANCE GRADE RATINGS AS SPECIFIED IN
	AAMA/WDMA/ CSA 101/I.S.2/A440 AND THE SKYLIGHT SHALL
	COMPLY WITH SECTION 2405.5.2. IF THE SKYLIGHT IS NOT
	RATED SEPARATELY FOR POSITIVE AND NEGATIVE PRESSURE,
	THEN THE PERFORMANCE GRADE RATING SHOWN ON THE LABEL
	SHALL BE THE PERFORMANCE GRADE RATING DETERMINED IN
	ACCORDANCE WITH AAMA/WDMA/CSA 101/ I.S.2/A440 FOR BOTH
	POSITIVE AND NEGATIVE DESIGN PRESSURE AND THE SKYLIGHT
	SHALL CONFORM TO SECTION 2405.5.1.

	27) 2ND REQUEST. SHEET 140-S0.1 . 0143_1.S0.4 &
	143.1_S).4A.
	PLEASE PROVIDE WHERE THE MEAN ROOF HEIGHT FOR THE
	BUILDING IS GIVEN? 2014 FBC-B TABLE 1609.7(2) I CAN
	UNDERSTAND THERE WILL BE ONE SET OF CALCULATIONS UNDER
	COMPONENTS AND CLADDING FOR THE ENCLOSED PORTION OF THE
	BUILDING, BUT WOULDN?T IT BE TAKEN AT THE TOP OF THE
	PARKING GARAGE? THIS IS ONE BUILDING, ONE MEAN ROOF
	HEIGHT. THE ISSUE IS THE DIFFERENT COEFFICIENTS USED
	FOR AN OPEN BUILDING AND ENCLOSED BUILDING. SO WOULDN?T
	THERE BE 2 SCENARIOS A PORTION OF THE BUILDING AS OPEN
	AND A PORTION OF THE BUILDING ENCLOSED?

	THE 2ND ISSUE WITH THE UPPER PORTION OF THE CHARTS, FOR
	EXAMPLE THE UPPER LEFT CHARTS THE GROSS ALLOWABLE WIND
	LOADS MAIN ROOF ROOFING MATERIALS IS LISTED WITH
	COMPONENTS AND CLADDING. THE NEXT CHART DOWN THE CHART
	INDICATES NET ALLOWABLE WIND LOADS MAIN ROOF JOIST AND
	STILL LISTED AS COMPONENTS AND CLADDING. JOIST ARE NOT
	COMPONENTS AND CLADDING BUT PART OF THE MWFRS (MAIN
	WIND FORCE RESISTING SYSTEM). THIS OCCURS 4 TIMES ON
	THIS PAGE WHERE IT APPEARS TO BE A DIFFERENCE IN THE
	CORRECT TERMINOLOGY AND ASSOCIATED PRESSURES. 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED AND APPEARS TO BE A
	TYPO IN REGARDS TO TERMINOLOGY.

	COMMENT 1ST ROUND COMMENTS. SHEET 140-S0.1 STRUCTURAL
	SPECIFICATION NOTES MISC. NOTE # 6 IS THE WIND DESIGN
	CRITERIA, PLEASE ALSO PROVIDE AT WHAT MEAN ROOF HEIGHT
	IS THE PRESSURES FOUND ON SHEET 143-S0.4 TAKEN? UNTIL
	THE MEAN ROOF HEIGHT IS GIVEN THE PRESSURES CANNOT BE
	VERIFIED. 2014 FBC-B TABLE 1609.7(2) ADJUSTMENT FACTORS
	FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR
	THE BUILDING. MEAN ROOF HEIGHT. THE AVERAGE OF THE ROOF
	EAVE HEIGHT AND THE HEIGHT TO THE HIGHEST POINT ON THE
	ROOF SURFACE, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR
	ROOF ANGLE OF LESS THAN OR EQUAL TO 10 DEGREES (0.18
	RAD).


	28) 2ND REQUEST. PLEASE PROVIDE THE PRESSURES FOUND ON
	SHEET 143-S0.4 IN VASD SINCE ALL OF THE PRODUCT
	APPROVALS ARE IN VASD. THE INSPECTORS ON SITE WILL BE
	LOOKING FOR THE PRESSURES ON THE S0,4 SHEET TO BE
	INLINE WITH THE PRODUCT APPROVALS. 1609.3.1 WIND SPEED
	CONVERSION VULT TO VASD.

	29A) PROVISO: DEFERRED SUBMITTALS.
	PLEASE SUBMIT PRODUCT APPROVALS TO COMPLY WITH: 2014
	FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
	COMPONENTS & CLADDING, AND
	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) PRE-ENGINEERED A/C STANDS

	29B) PROVISO: DEFERRED SUBMITTALS.
	107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
	RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
	THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.

	29C) PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA
	BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
	FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
	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.

	30) COMPLIED.

	31) 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.

	32) PLANS MISSING THE ELECTRONIC SIGNATURES ON THE
	CIVEL SHEETS AND SITE PLANS, ALSO REVIEWED
	ARCHITECTURAL AND STRUCTURAL.
	61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
	ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
	REPORTS OR OTHER DOCUMENTS.

	33) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & 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	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2016-01-19			Cont ID
Sent By	jwitmer			Date	2016-01-19	Time	10:38	Rev Time	0.00
Received By	jwitmer			Date	2016-01-14	Time	07:15	Sent To

Notes

2016-01-19 10:38:44	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120536
	ADD: 2745 OKEECHOBEE BLVD.
	CONT: HEDRICK BROTHERS
	TEL: 561-568-8931
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	1ST REVIEW
	DATE: FRI. JAN. 15/ 2016
	ACTION: DENIED

	1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
	ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
	TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
	THE PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND
	THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
	GREATER THAN $500,000. PER CITY OF WEST PALM BEACH
	ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE
	OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
	78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
	1% OF THE TOTAL PROJECT CONSTRUCTION COST.

	PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
	V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
	NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
	THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
	PROJECTS.

	2) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
	THRESHOLD BUILDING 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) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
	AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
	INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
	THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
	PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
	INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
	THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
	OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
	SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
	THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
	WITH THE PERMITTED DOCUMENTS.

	2B) 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 INSPECTION FORMS
	ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
	INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
	REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
	PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
	INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
	INFORMATION BEFORE THE PERMIT MAY BE ISSUED.

	2C) 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 OR 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.

	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 SCHEDULED.

	2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
	HISTORY FOR THIS TYPE OF CONSTRUCTION.

	2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
	REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
	PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
	ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
	APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
	PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
	COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
	THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
	IN BLACK & WHITE..

	2G) INFORMATIONAL. PLEASE CALL THE CITY OF WEST PALM
	BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561)
	805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
	JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
	6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.

	2H) INFORMATIONAL. 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) SHEET 011-INDEX INDICATES SHEETS 028-LS-1W,
	029-LS-2E, 030-LS-2W, 033-A0.1 & 034-A1.1.1 ARE
	MISSING, WERE NOT PART OF THIS SUBMITTAL. A THOROUGH
	REVIEW CANNOT BE MADE AT THIS TIME, AS A RESULT OF THE
	ADDITIONAL INFORMATION REQUESTED ADDITIONAL COMMENTS
	MAY APPEAR THAT WERE NOT PART OF THIS REVIEW.
	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	4) PLEASE PROVIDE A SOILS REPORT IN COMPLIANCE WITH:
	2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
	WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
	OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
	SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
	BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
	GEOTECHNICAL INVESTIGATION BE CONDUCTED.

	5) SHEET 027-LS-1E:
	5A) THE PLAN DOES SHOW EXIT DIRECTIONAL AND EXIT
	LIGHTS, BUT THE PLAN DOES NOT PROVIDE A EGRESS PATH,
	INCLUDING MEZZANINE OCCUPANT LOADS, ALLOWABLE OCCUPANT
	LOAD FOR STAIRS PER FBC-B 1005.3.1 AND AS TO WHICH
	DOORS THEY WILL EXIT AND THE ALLOWABLE OCCUPANT LOAD
	PER SET OF DOORS PER FBC-B 1005.3.2.

	5B) THE SERVICE VESTIBULE SHOWS THE USE OF A PLATFORM
	LIFT, PLEASE PROVIDE THE MANUFACTURERS SHOP DRAWINGS
	AND OR SPEC SHEET THAT SHOWS THE LIFT COMPLIES WITH
	ASME A18.1 (FBC-ACCESSIBILITY CODE 410.1).

	5C) THERE IS AN AREA OF CONCERN, THE DRIVEWAY 170
	APPEARS TO BE A DUAL USE LOADING ZONE FOR THE PARTS
	RECEIVING ROOM 163. THE ISSUE IS BOTH ROOMS THE PARTS
	RECEIVING DOOR AND ROOM 166 DETAIL ROOM BOTH SHOW THE
	EXTERIOR DOOR IS THE EXIT DISCHARGE THAT LEADS INTO A
	COURTYARD AREA THAT IS NOT PROTECTED AS REQUIRED BY
	SECTION 1027.4, 1027.4.1 & 1027.4.2 THAT WILL ALLOW THE
	OCCUPANT TO TRAVEL TO THE PUBLIC WAY. OCCUPANT LOADS
	FOR THESE DOORS HAS NOT BEEN DECLARED SO THE REQUIRED
	WIDTH OF THE EGRESS PATH CANNOT CURRENTLY BE
	DETERMINED.
	5D) THE MEZZANINE LEVEL IS NOT SHOWN ON THE 1ST FLOOR
	LIFE SAFETY PLAN, ALTHOUGH IT IS NOT ANOTHER STORY SEE
	054-A1-2-1A. IT APPEARS THERE ARE 2 MEZZANINES, ONE
	OVER THE BUSINESS OCCUPANCY THE OTHER IN THE PARTS
	STORAGE AREA. THE MEZZANINE LEVEL OVER THE BUSINESS
	OCCUPANCY DOES HAVE WHAT APPEARS TO BE A ELEVATOR TO
	GET A WHEEL CHAIRED CLIENT OR WORKER TO THE UPPER
	PORTION OF THE MEZZANINE BUT THERE ARE STAIRS DOWN TO
	THE CONFERENCE ROOM. NO ACCESSIBILITY TO THE CONFERENCE
	ROOM.
	2014 FBC-B 201.1.1VERTICAL ACCESSIBILITY. 201.1.1
	VERTICAL ACCESSIBILITY. SECTIONS 553.501-553.513, F.S.,
	AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN DO NOT
	RELIEVE THE OWNER OF ANY BUILDING, STRUCTURE OR
	FACILITY GOVERNED BY THOSE SECTIONS FROM THE DUTY TO
	PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE AND
	BELOW THE OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER
	THE STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN
	SUCH BUILDING, STRUCTURE OR FACILITY.

	203.9 EMPLOYEE WORK AREAS.
	SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL
	ONLY BE REQUIRED TO COMPLY WITH 206.2.8, 207.1, AND
	215.3 AND SHALL BE DESIGNED AND CONSTRUCTED SO THAT
	INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER, AND
	EXIT THE EMPLOYEE WORK AREA.

	5E) SHEET 054-A1-2-1A. THE QUESTION ARISES IS THE
	ELEVATOR ON EMERGENCY POWER? HOW WILL WHEELCHAIR BOUND
	PERSON GET BACK DOWN FROM THE MEZZANINE IN CASE OF LOSS
	OF POWER? . 201.1.1 VERTICAL ACCESSIBILITY. SECTIONS
	553.501-553.513, F.S., AND THE ADA STANDARDS FOR
	ACCESSIBLE DESIGN DO NOT RELIEVE THE OWNER OF ANY
	BUILDING, STRUCTURE OR FACILITY GOVERNED BY THOSE
	SECTIONS FROM THE DUTY TO PROVIDE VERTICAL
	ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW THE
	OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER THE
	STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN SUCH
	BUILDING, STRUCTURE OR FACILITY.

	6) SHEET 036-A1-1-1B PARTS STORAGE IS THERE A MEZZANINE
	LEVEL IN THE PARTS STORAGE OR A OPEN GRID SECOND FLOOR?
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.

	7A) SHEET 036-A1-1-1B INDICATES A TIRE CAROUSEL, PLEASE
	PROVIDE MANUFACTURES SPECIFICATIONS AND CUT SHEETS ON
	THIS EQUIPMENT. 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	7B) PLEASE PROVIDE THE CUBIC FEET THE TIRE CAROUSEL
	ENCLOSES, MAY NEED TO COMPLY WITH 903.2.9.2 BULK
	STORAGE OF TIRES.

	8) SHEET 036-A1-1-1B SERVICE BAY INDICATES THE USE OF
	CAR LIFTS WILL THESE LIFTS BE USING A HYDRAULIC TYPE
	LIFT? IS SO PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B
	SECTION B 3011.1 ELECTROLYSIS PROTECTION FOR
	UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY
	INSTALLED UNDERGROUND HYDRAULIC PRESSURE CYLINDERS
	SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT TO
	MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL
	CYLINDER AND GROUND CATHODE.

	9) SHEET 145-S1.1A IN THE BOTTOM RIGHT SHOWS A KEY
	FOUNDATION PLAN FOR THE FOUNDATION. THE KEY PLAN DOES
	NOT IDENTIFY THE FOUNDATION BEHIND THE BUILDING LABELED
	1. PLEASE PROVIDE WHERE THIS PLAN CAN BE LOCATED.

	10) SHEET 037-A1-1-1C INDICATES AN ELEVATOR DETAIL
	FOUND ON 109-A7-1 INDICATING THE ELEVATOR TO THE 6TH
	FLOOR/ ROOF TOP OF THE GARAGE AND SHEET 111-A7-3 BOTH
	APPEAR TO BE A HYDRAULIC TYPE ELEVATOR .
	PLEASE PROVIDE CODE COMPLIANCE WITH 2014 FBC-B 3011.1
	ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC
	ELEVATOR CYLINDERS. ALL NEWLY INSTALLED UNDERGROUND
	HYDRAULIC PRESSURE CYLINDERS SHALL BE ENCASED IN OUTER
	PLASTIC CONTAINMENT TO MINIMIZE ELECTROLYTIC CORROSION
	BETWEEN THE METAL CYLINDER AND GROUND CATHODE.

	11) SHEET 036-A1-1-1B THE CAR LIFTS DO NOT INDICATE IF
	THE CAR LIFTS ARE A HYDRAULIC TYPE OF ELEVATOR
	REQUIRING COMPLIANCE WITH 2014 FBC-B 3011.1
	ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC
	ELEVATOR CYLINDERS.

	12) SHEET 037-A1-1-1C NOR THE SHEET 109-A7-1 SHOW THE
	CAB OF ELEVATOR # 1 ACCOMMODATES THE AMBULANCE
	STRETCHER REQUIREMENTS OF FBC-B 3002.4.

	13) SHEET 109-A7-1 WILL ALSO NEED TO PROVIDE COMPLIANCE
	WITH FBC-B 3004.2 & 3004.3 VENTING.

	14A) SHEET 109-A7-1 SHOWS ELEVATOR # 1 AS THE VERTICAL
	ACCESSIBILITY FOR THE PARKING GARAGE FLOORS.
	IS THE ELEVATOR # 1 TIED TO EMERGENCY POWER TO BE
	CONSIDERED RELIABLE MEANS OF EGRESS IF THE POWER FAILS.
	MISSING THE LIFE SAFETY SHEET FOR THE 2ND FLOOR BUT FOR
	THE 3RD THROUGH THE 6TH FLOOR THE OCCUPANT LOAD IS 259
	PER FLOOR. 2014 FBC-B SECTION 1021.2 REQUIRES AT LEAST
	2 EXITS FROM EACH STORY OR OCCUPIED ROOF.
	THE 2014 FBC-ACCESSIBILITY CODE 207.1 ACCESSIBLE MEANS
	OF EGRESS SHALL COMPLY WITH THE 2003 IBC SECTION 1007.
	2003 IBC-B 1007.1. WHERE 2 OR MORE MEANS OF EGRESS IS
	REQUIRED BY SECTION 1014.1 OR 1018.1 FROM ANY
	ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT
	LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. PLEASE
	PROVIDE WHAT WILL BE CONSIDERED THE SECOND MEANS OF
	ACCESSIBLE EGRESS FOR THE PARKING GARAGE LEVELS
	2THROUGH 6.

	14B) THE PARKING GARAGE. THE PLANS DO NOT INDICATE THE
	USE OF THE PARKING GARAGE OTHER THAN THE STORAGE OF
	CARS. THE PLANS WILL NEED TO CLARIFY IF THE PARKING
	GARAGE IS STRICTLY FOR INVENTORY OF CARS, OR IF BOTH
	INVENTORY OF CARS AND CUSTOMER PARKING? THE QUESTION
	ARISES DOES THE REQUIREMENT FOR ACCESSIBLE PARKING
	SPACES FOR THE PUBLIC WITH ACCESS AISLES COME INTO PLAY
	AS WELL AS HEIGHT REQUIREMENTS FOR VAN PARKING.
	2014 FBC-ACCESSIBILITY CODE 208.3.1, & 502.1 THROUGH
	502.7 EVEN THOUGH THE PARKING GARAGE MAYBE STRICTLY
	USED JUST FOR THE INVENTORY OF AUTOMOBILES.
	PLEASE REVIEW SECTION FBC-ACCESSIBILITY CODE 208.1
	REQUIREMENTS FOR VAN PARKING STRUCTURES. EXCEPTION:
	PARKING SPACES USED EXCLUSIVELY FOR BUSES, TRUCKS,
	OTHER DELIVERY VEHICLES, LAW ENFORCEMENT VEHICLES, OR
	VEHICULAR IMPOUND SHALL NOT BE REQUIRED TO COMPLY WITH
	208 PROVIDED THAT LOTS ACCESSED BY THE PUBLIC ARE
	PROVIDED WITH A PASSENGER LOADING ZONE COMPLYING WITH
	503.

	14C) SHEET 090-A4-4 DETAILS 1 & 2 BOTH PROVIDE
	ELEVATIONS FOR THE FINISH FLOOR ON VARIOUS FLOOR LEVELS
	AND DETAIL # 1 INDICATES THE FLOOR STRUCTURAL MEMBERS
	ARE 34 INCH DOUBLE T CONCRETE JOIST. THIS WOULD PROVIDE
	AN 8FT.-8 IN. CLEAR SPACE BENEATH THE JOIST, DEPENDING
	ON THE LAYOUT OF THE RAINWATER HORIZONTAL RUNS AND FIRE
	SPRINKLER LAYOUT WHICH HAS NOT YET BEEN PROVIDED.2014
	FBC-B 406.4.1.

	15A) SHEET 079-A3-0 HEADING PARKING GARAGE CALCULATIONS
	PLEASE ADD AN ADDITIONAL COLUMN PER 2014
	FBC-B SECTION 406.2. THE AREA OF SUCH OPENINGS IN
	EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN 20
	PERCENT OF THE TOTAL PERIMETER WALL AREA OF EACH TIER.

	15B) IN THE 2014 FBC-B SECTION 406.5.2 THE CODE ALSO
	REQUIRES THE INTERIOR WALLS SHALL BE NOT LESS THAN 20
	PERCENT OPEN WITH UNIFORMLY DISTRIBUTED OPENINGS.
	PLEASE ADD ANOTHER COLUMN TO THE HEADING PARKING GARAGE
	CALCULATIONS SHOWING CODE COMPLIANCE.
	16A) SHEET 026-LS-0-1 UNDER THE HEADING OF APPLICABLE
	CODES INDICATES THIS BUILDING IS TO BE A 1B TYPE OF
	CONSTRUCTION. FULLY SPRINKLERED BUILDING. THE INDEX
	SHEET 001 DOES NOT INDICATE ANY FIRE SPRINKLER PLANS TO
	BE INCORPORATED WITHIN THE SET OF DRAWINGS. THE PLANS
	SHEET 026-LS-0.1 INDICATES AREA INCREASES WERE TAKEN
	FOR FIRE SPRINKLERING OF THE WHOLE BUILDING.

	16B) SHEETS 108-A7-0 STAIR 3 (ASSUMED STAIR 2 IS ALIKE
	BUT OPPOSITE) SHOWS FLOOR PLAN VIEW AS WELL AS A CUT
	SECTION THROUGH THE STAIR TOWER BUT THERE IS NO MENTION
	OR DETAILS OF HOW THE OPEN PARKING GARAGE IS GOING TO
	BE FIRE SPRINKLERED AS WELL AS THE 6TH FLOOR OR ROOF
	LEVEL. THIS LEVEL IS OCCUPIED (USABLE) SPACE AND
	CONSIDERED A STORY? THE PLANS DO NOT PROVIDE A STAND
	PIPE IN ANY OF THE STAIR TOWERS, 1,2 OR 3. SEE 2014
	FBC-B 406.5.8.

	2014 FLORIDA BUILDING CODE W 2014 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
	(5.) FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
	EARLY WARNING SMOKE EVACUATION SYSTEMS
	SCHEMATIC FIRE SPRINKLERS
	STANDPIPES
	PRE-ENGINEERED SYSTEMS
	RISER DIAGRAM

	17) SHEET 109-A7-1 ALSO IS LACKING THE REQUIRED
	STANDPIPE WITHIN THE STAIRWELL AND HOW THE UPPER LEVEL
	THE 6TH FLOOR/ ROOF TOP PARKING LEVEL WILL ACHIEVE CODE
	COMPLIANCE.

	2014 FLORIDA BUILDING CODE W 2014 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
	(5.) FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
	EARLY WARNING SMOKE EVACUATION SYSTEMS
	SCHEMATIC FIRE SPRINKLERS
	STANDPIPES
	PRE-ENGINEERED SYSTEMS
	RISER DIAGRAM

	18A) PLEASE SHOW WHERE THE PLANS CAN SHOW COMPLIANCE
	WITH THE 2014 FBC-B SECTION 406.4.3 VEHICLE BARRIERS.
	VEHICLE BARRIERS NOT LESS THAN 2 FEET 9 INCHES (835 MM)
	IN HEIGHT SHALL BE PLACED AT THE ENDS OF DRIVE LANES,
	AND AT THE END OF PARKING SPACES WHERE THE VERTICAL
	DISTANCE TO THE GROUND OR SURFACE DIRECTLY BELOW IS
	GREATER THAN 1 FOOT (305 MM). VEHICLE BARRIERS SHALL
	COMPLY WITH THE LOADING REQUIREMENTS OF SECTION
	1607.8.3.

	18B) PLEASE SHOW WHERE THE PLANS CAN SHOW COMPLIANCE
	WITH THE 2014 FBC-B SECTION 406.4.2 GUARDS.
	GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
	1013. GUARDS SERVING AS VEHICLE BARRIERS SHALL COMPLY
	WITH SECTIONS 406.4.3 AND 1013.

	19) THIS COMMENT IS COMMON FOR ALL FLOORS. SHEET
	055-A1-2-B THE FLOOR INDICATES THE ELEVATION OF THE
	LEVEL FLOOR AT 38.0 FEET. THE PLANS DO SHOW WHAT
	APPEARS TO BE FLOOR DRAINS BUT THE DIFFERENCE IN
	ELEVATION IS NOT MARKED ON THE PLANS NOR IS THERE ANY
	NOTES ON THE PLANS INDICATING THE DIFFERENCE IN
	ELEVATION. PLEASE PROVIDE COMPLIANCE WITH THE 2014
	FBC-B 406.4.5 FLOOR SURFACE.
	THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR
	OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE
	MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN
	VEHICLE ENTRY DOORWAY.

	20) PORTIONS OF THE 1ST FLOOR AND 2ND FLOOR ARE
	CONSIDERED AN ENCLOSED PARKING GARAGE, PLEASE IDENTIFY
	WHERE IN EITHER THE ARCHITECTURAL SHEETS OR THE
	MECHANICAL SHEETS COMPLIANCE WITH 2014 FBC-B 406.6.2
	VENTILATION. A MECHANICAL VENTILATION SYSTEM SHALL BE
	PROVIDED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
	MECHANICAL.

	21) PLEASE PROVIDE WHERE IN THE SUBMITTED PLANS
	COMPLIANCE WITH FBC-B SECTION [F] 406.6.3 AUTOMATIC
	SPRINKLER SYSTEM. AN ENCLOSED PARKING GARAGE SHALL BE
	EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN
	ACCORDANCE WITH SECTION 903.2.10.

	22) PLEASE PROVIDE WHERE COMPLIANCE WITH FBC-B SECTION
	406.8.2 VENTILATION. REPAIR GARAGES SHALL BE
	MECHANICALLY VENTILATED IN ACCORDANCE WITH THE FLORIDA
	BUILDING CODE, MECHANICAL. THE VENTILATION SYSTEM SHALL
	BE CONTROLLED AT THE ENTRANCE TO THE GARAGE.

	23) PLEASE PROVIDE WHERE COMPLIANCE WITH FBC-B SECTION
	406.8.6 AUTOMATIC SPRINKLER SYSTEM.
	A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC
	SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.9.1.

	24) SHEET 038-A1-1-1D. NEXT TO STAIR 128 THE PLANS
	INDICATE THE USE OF A PLATFORM LIFT, PLEASE PROVIDE
	COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY CODE 410.1
	THROUGH 410.6.

	25) SHEETS 035-A1.1.1A THROUGH 040-A1.1.1F, AND SHEET
	113-A8.0 DOOR SCHEDULE:

	25A) DOOR TYPE (N) SHOW THEY ARE A HORIZONTAL
	BI-PARTING DOOR. SHEET 113-A8-0 INDICATES A DOOR TYPE
	(N) BUT DOES NOT INDICATE TO WHICH CODE SECTION THE
	DOORS ARE COMPLY 1008.1.4.2 POWER OPERATED DOORS OR
	1008.1.4.3 HORIZONTAL SLIDING DOORS OR HOW MUCH FORCE
	IS TO BE APPLIED TO SET THE DOOR IN MOTION. DOORS SHALL
	BE OPENABLE BY A SIMPLE METHOD FROM BOTH SIDES WITHOUT
	SPECIAL KNOWLEDGE OR EFFORT, HOW WILL THIS BE
	ACCOMPLISHED.

	25B) SHEET 039-A1-1-1E DOOR 121 IS IDENTIFIED ON THE
	PLAN AS A SLIDING GLASS DOOR. SHEET 113-A8-0 INDICATES
	THIS DOOR TYPE AS DOOR TYPE ( E ), WHICH IS A SWING
	TYPE OF DOOR. 107.2.1.3 IT APPEARS TO BE A TYPO,
	ADDITIONAL INFORMATION IS REQUIRED.

	26) SHEET 100-A6-2 PLEASE PROVIDE HOW THE SKYLIGHT
	GLAZING IS GOING TO COMPLY WITH THE 2014 FBC-B 2405.2
	ALLOWABLE GLAZING MATERIALS AND LIMITATIONS.
	2405.5 UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES.
	UNIT SKYLIGHTS AND TUBULAR DEVICES SHALL BE TESTED AND
	LABELED AS COMPLYING WITH AAMA/WDMA/CSA 101/I.S./A440.
	THE LABEL SHALL STATE THE NAME OF THE MANUFACTURER, THE
	APPROVED LABELING AGENCY, THE PRODUCT DESIGNATION AND
	THE PERFORMANCE GRADE RATING AS SPECIFIED IN
	AAMA/WDMA/CSA 101/I.S.2/ A440. IF THE PRODUCT
	MANUFACTURER HAS CHOSEN TO HAVE THE PERFORMANCE GRADE
	OF THE SKYLIGHT RATED SEPARATELY FOR POSITIVE AND
	NEGATIVE DESIGN PRESSURE, THEN THE LABEL SHALL STATE
	BOTH PERFORMANCE GRADE RATINGS AS SPECIFIED IN
	AAMA/WDMA/ CSA 101/I.S.2/A440 AND THE SKYLIGHT SHALL
	COMPLY WITH SECTION 2405.5.2. IF THE SKYLIGHT IS NOT
	RATED SEPARATELY FOR POSITIVE AND NEGATIVE PRESSURE,
	THEN THE PERFORMANCE GRADE RATING SHOWN ON THE LABEL
	SHALL BE THE PERFORMANCE GRADE RATING DETERMINED IN
	ACCORDANCE WITH AAMA/WDMA/CSA 101/ I.S.2/A440 FOR BOTH
	POSITIVE AND NEGATIVE DESIGN PRESSURE AND THE SKYLIGHT
	SHALL CONFORM TO SECTION 2405.5.1.

	27) SHEET 140-S0.1 STRUCTURAL SPECIFICATION NOTES MISC.
	NOTE # 6 IS THE WIND DESIGN CRITERIA, PLEASE ALSO
	PROVIDE AT WHAT MEAN ROOF HEIGHT IS THE PRESSURES FOUND
	ON SHEET 143-S0.4 TAKEN? UNTIL THE MEAN ROOF HEIGHT IS
	GIVEN THE PRESSURES CANNOT BE VERIFIED. 2014 FBC-B
	TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
	EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
	BUILDING. MEAN ROOF HEIGHT. THE AVERAGE OF THE ROOF
	EAVE HEIGHT AND THE HEIGHT TO THE HIGHEST POINT ON THE
	ROOF SURFACE, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR
	ROOF ANGLE OF LESS THAN OR EQUAL TO 10 DEGREES (0.18
	RAD).


	28) PLEASE PROVIDE THE PRESSURES FOUND ON SHEET
	143-S0.4 IN VASD SINCE ALL OF THE PRODUCT APPROVALS ARE
	IN VASD. THE INSPECTORS ON SITE WILL BE LOOKING FOR THE
	PRESSURES ON THE S0,4 SHEET TO BE INLINE WITH THE
	PRODUCT APPROVALS. 1609.3.1 WIND SPEED CONVERSION VULT
	TO VASD.

	29A) PLEASE SUBMIT PRODUCT APPROVALS TO COMPLY WITH:
	2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
	1609.6.4.4.1 COMPONENTS & CLADDING, AND
	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) PRE-ENGINEERED A/C STANDS

	29B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY
	DCA RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING
	BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.

	29C) THE CONTRACTOR OR DESIGNER OF RECORD MAY ELECT TO
	: 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 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.

	30A) PLEASE PROVIDE COMPLIANCE WITH:2014 FBC-B 1013.6
	MECHANICAL EQUIPMENT. GUARDS SHALL BE PROVIDED WHERE
	APPLIANCES, EQUIPMENT, FANS, ROOF HATCH OPENINGS OR
	OTHER COMPONENTS THAT REQUIRE SERVICE ARE LOCATED
	WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF
	A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED
	MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR
	GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO
	PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN
	DIAMETER. THE GUARD SHALL EXTEND NOT LESS THAN 30
	INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE,
	EQUIPMENT, FAN OR COMPONENT.

	30B) 2014 FBC-B 1013.7 ROOF ACCESS. GUARDS SHALL BE
	PROVIDED WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN
	10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A
	WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED
	MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR
	GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO
	PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN
	DIAMETER.

	30C) 2014 FBC-B 1509.6 MECHANICAL EQUIPMENT SCREENS.
	MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF
	THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN
	ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE
	BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER
	THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS
	SHALL NOT BE REQUIRED TO COMPLY WITH THE
	FIRE-RESISTANCE RATING REQUIREMENTS.

	31) 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.

	32) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & 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.
	A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

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

Review Stop	E			ELECTRICAL
Rev No	3	Status	P	Date	2016-05-20			Cont ID
Sent By	vperez			Date	2016-05-20	Time	12:14	Rev Time	0.00
Received By	vperez			Date	2016-05-20	Time	12:14	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2016-03-31			Cont ID
Sent By	vperez			Date	2016-03-31	Time	07:53	Rev Time	0.00
Received By	vperez			Date	2016-03-31	Time	07:53	Sent To

Notes

2016-03-31 08:00:00	2ND ELECTRICAL PLAN REVIEW

	APPLICABLE CODES IN EFFECT:
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
	EDITION
	NFPA 70- 2011 NEC
	PENDING COMMENTS:

	THE BELOW COMMENTS AS PREVIUOSLY STATED WILL REQUIRE
	AHJ APPROVAL, PLEASE MAKE ARRANGEMENTS TO CONTACT
	ROBERT BROWN (BO) OR DOUG HARVEY (ABO)
	ALL OTHER COMMENTS ADDRESSED EXCEPT THE BELOW INITIAL
	REVIEW COMMENTS


	13. SHEET 3.1- PLEASE NOTE THAT ALL MAIN DISCONNECTS
	MUST BE GROUPED AT THE SAME LOCATION PER NEC 230.72A.
	ALSO NEC 230.2 REQUIRES THAT BUILDINGS BE SUPPLIED BY
	ONLY ONE SERVICE UNLESS PERMITTED BY NEC 230.2A THROUGH
	230.2D. THE ARRANGEMENTS OF THE ELECTRICAL SERVICE
	SHOWN PER PHASING INTENT MUST BE APPROVED BY SPECIAL
	PERMISSION OF THE AHJ. PROVIDE REQUEST IN WRITING WHICH
	IS SUBJECT TO APPROVAL.
	14. SHEET 3.2- RISER DIAGRAM AT THIS TIME WILL NEED TO
	BE REVISITED PENDING APPROVAL AS NOTED IN COMMENT #13.
	SEE ABOVE.
	15. SHEETS 4.1 THROUGH 4.4- PANEL SCHEDULES AT THIS
	TIME WILL NEED TO BE REVISITED PENDING APPROVAL AS
	NOTED IN COMMENT #13. SEE ABOVE.
	16. SHEET 5.3- ELECTRICAL ROOMS MUST COMPLY WITH NEC
	110.26C2, THERE SHALL BE ONE ENTRANCE AT EACH END OF
	THE WORKING SPACE. SHOW TWO MEANS OF EXIT FOR ROOM 170.
	ALSO NEC 110.26C3 REQUIRES PERSONNEL DOORS TO BE
	EQUIPPED WITH PANIC HARDWARE AND OPEN IN THE DIRECTION
	OF EGRESS. A NOTE WILL SUFFICE.


	VALENTINO PEREZ
	ELECTRICAL PLANS EXAMINER II
	561-805-6717
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2016-02-08			Cont ID
Sent By	vperez			Date	2016-02-08	Time	14:28	Rev Time	0.00
Received By	vperez			Date	2016-02-05	Time	11:34	Sent To

Notes

2016-02-08 14:30:53	INITIAL ELECTRICAL PLAN REVIEW

	APPLICABLE CODES IN EFFECT:
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
	EDITION
	NFPA 70- 2011 NEC
	COMMENTS:

	1. SHEET E0.1- PLEASE UPDATE GENERAL NOTE TO INDICATE
	AND REFLECT THE CURRENT FBC 2014 5TH EDITION AS THE
	CODE IN EFFECT AT THE TIME OF THIS REVIEW.
	2. SHEET ES1.1- PLEASE ADD A GENERAL NOTE TO SHEET TO
	INDICATE THE REQUIREMENTS OF NEC 300.5D3 AND TABLE
	300.5 FOR MINIMUM COVER REQUIREMENTS FOR CONDUITS AND
	THE PLACEMENT OF A WARNING RIBBON FOR THE SERVICE
	LATERAL CONDUCTORS SHOWN FOR THIS PROJECT. A NOTE WILL
	SUFFICE
	3. SHEET ES1.1- PROVIDE A BLOCK NOTE INDICATING THE
	REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS
	FOR ALL SITE LIGHTING AND ASSOCIATED EQUIPMENT,
	GENERATOR, ALL LOW VOLTAGE SYSTEMS TO INCLUDE BUT NOT
	LIMITED TO FIRE ALARM, ACCESS CONTROLS, CCTV, PHONE AND
	DATA, SIGNAGE, WIRELESS SYSTEMS, CAR CHARGING STATIONS,
	ETC. A NOTE WILL SUFFICE.
	4. SHEET E1.0- PLEASE LABEL RECEPTACLE ON CIRCUIT L32
	TO BE GFCI PROTECTED PER NEC 210.8B5- IF WITHIN 6FT OF
	SINK ALL TO BE GFCI.
	5. SHEET E1.0- NOTE INDICATING THE CLASSIFICATION OF
	AREAS AS NOTED IN NEC 511.3 IS TOO VAGUE AS TO THE
	AREA, PER ENGINEER OF RECORD (EOR) THAT ARE TO BE
	CLASSIFIED. PLEASE CLARIFY THE DESIGN INTENT AND LABEL
	THE FLOOR PLANS ACCORDINGLY.
	6. SHEET E1.1- THE RECEPTACLE OUTLETS IN THE BREAK ROOM
	THAT ARE WITHIN 6FT OF THE SINK MUST BE LABELED GFCI
	NEC 210.8B5
	7. SHEET E1.1- THE RECEPTACLES OUTLETS SERVING THE
	SERVICE BAY REPAIR AREAS MUST ALL BE GFCI PROTECTED PER
	NEC 511.12, ROOM 169.
	8. SHEET E1.2- THE RECEPTACLE OUTLETS IN THE BREAK ROOM
	THAT ARE WITHIN 6FT OF THE SINK MUST BE LABELED GFCI
	NEC 210.8B5
	9. SHEET 1.3- LABEL CIRCUIT L7-26 TO DRINKING FOUNTAIN
	GFCI PROTECTED PER NEC 422.52
	10. SHEET 1.3- THE RECEPTACLES OUTLETS SERVING THE
	SERVICE BAY REPAIR AREAS MUST ALL BE GFCI PROTECTED PER
	NEC 511.12
	11. SHEET 1.4- THE RECEPTACLES OUTLETS SERVING THE
	SERVICE BAY REPAIR AREAS MUST ALL BE GFCI PROTECTED PER
	NEC 511.12
	12. SHEET 1.4- THE FIRE PUMP NOTES INDICATE ?DRAWINGS
	TO BE PROVIDED BY OTHERS? A COMPLETE REVIEW COULD NOT
	BE PERFORMED AT THIS TIME.
	13. SHEET 3.1- PLEASE NOTE THAT ALL MAIN DISCONNECTS
	MUST BE GROUPED AT THE SAME LOCATION PER NEC 230.72A.
	ALSO NEC 230.2 REQUIRES THAT BUILDINGS BE SUPPLIED BY
	ONLY ONE SERVICE UNLESS PERMITTED BY NEC 230.2A THROUGH
	230.2D. THE ARRANGEMENTS OF THE ELECTRICAL SERVICE
	SHOWN PER PHASING INTENT MUST BE APPROVED BY SPECIAL
	PERMISSION OF THE AHJ. PROVIDE REQUEST IN WRITING WHICH
	IS SUBJECT TO APPROVAL.
	14. SHEET 3.2- RISER DIAGRAM AT THIS TIME WILL NEED TO
	BE REVISITED PENDING APPROVAL AS NOTED IN COMMENT #13.
	SEE ABOVE.
	15. SHEETS 4.1 THROUGH 4.4- PANEL SCHEDULES AT THIS
	TIME WILL NEED TO BE REVISITED PENDING APPROVAL AS
	NOTED IN COMMENT #13. SEE ABOVE.
	16. SHEET 5.3- ELECTRICAL ROOMS MUST COMPLY WITH NEC
	110.26C2, THERE SHALL BE ONE ENTRANCE AT EACH END OF
	THE WORKING SPACE. SHOW TWO MEANS OF EXIT FOR ROOM 170.
	ALSO NEC 110.26C3 REQUIRES PERSONNEL DOORS TO BE
	EQUIPPED WITH PANIC HARDWARE AND OPEN IN THE DIRECTION
	OF EGRESS. A NOTE WILL SUFFICE.
	17. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
	FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
	REGARDING THIS PROJECT.


	VALENTINO PEREZ
	ELECTRICAL PLANS EXAMINER II
	561-805-6717
	[email protected]

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	P	Date	2015-12-30			Cont ID
Sent By	cranford			Date	2015-12-30	Time	10:54	Rev Time	0.00
Received By	cranford			Date	2015-12-30	Time	10:18	Sent To

Notes

2015-12-30 10:54:55	SEE ENGINEERING REVIEW UNDER E15120026

	ALSO UNDER ADDRESS 2901 OKEECHOBEE BLVD

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2016-04-06			Cont ID
Sent By	scaldero			Date	2016-04-06	Time	16:15	Rev Time	0.00
Received By	scaldero			Date	2016-04-06	Time	15:32	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2016-01-12			Cont ID
Sent By	scaldero			Date	2016-01-12	Time	17:19	Rev Time	0.00
Received By	scaldero			Date	2016-01-12	Time	16:48	Sent To

Notes

2016-01-12 17:19:03	PERMIT # 15120536
	REVIEW COMMENTS - FIRE DEPARTMENT

	FAILED COMMENTS:

	1) INDEX LISTS SHEETS THAT ARE MISSING FROM THIS PLAN:
	LS-1W, LS-E, LS-2W, A.01, AND A1.1.1.

	2) SHEET AUTOTURN: THE "S" TURN ON THE SOUTH SIDE
	ENTRANCE SHOWS ENCROACHMENT ON THE CURBS. RECOMMEND
	REDUCING SIZE OF THE ISLANDS/BUFFERS AND SOFTENING THE
	TURN. ADDITIONALLY, THERE IS CONCERN THAT IF THE ACCESS
	GATES, AT THIS SAME ENTRANCE, ARE FULLY OPEN (BOTH
	SIDES) THE WEST SIDE GATE MAY IMPEDE EMERGENCY VEHICLE
	ACCESS.

	3) SHEET AUTOTURN: EXITING FROM THE PARKING GARAGE
	ALONG THE NORTH SIDE BRINGS SIMILAR CONCERNS. PLEASE
	INDICATE WHAT THE RECTANGLE TO THE EAST OF THAT ACCESS
	POINT REFERS TO. IS IT A STEP-UP TO THE DOORS? AN
	ISLAND TO PROTECT PEDESTRIANS? ETC?

	4) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
	INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
	SYSTEM AND/OR FIRE ALARM SYSTEM.

	5) LIFE SAFETY SHEETS PROVIDED ARE LACKING REQUIRED
	DETAILS. PROVIDE A LIFE SAFETY PLAN SHOWING ALL
	OCCUPANCY TYPES, OCCUPANT LOADS, FIRE RATED WALLS, EXIT
	SIGNS, EMERGENCY LIGHTING, TRAVEL DISTANCES, COMMON
	PATH OF TRAVEL ETC.

	6) PROVIDE PORTABLE FIRE EXTINGUISHERS. EXTINGUISHERS
	SHALL HAVE A MINIMUM RATING OF 2A:10BC AND SHALL BE
	TAGGED BY A LICENSED FIRE EXTINGUISHER COMPANY. TRAVEL
	DISTANCE TO EXTINGUISHERS SHALL NOT EXCEED 75 FEET.

	7) FIRE LANES ARE NOT INDICATED ON THE LIFE SAFETY
	SHEETS OR SITE PLAN SHEETS. PER SECTION 18.2.3.5.3
	(NFPA 1), FIRE LANES SHALL BE MARKED WITH FREESTANDING
	SIGNS READING, ?FIRE LANE - NO PARKING BY ORDER OF THE
	FIRE DEPARTMENT.? SIGNS SHALL BE 12? X 18? WITH A WHITE
	BACKGROUND AND RED LETTERS AND SHALL BE A MAXIMUM OF
	SEVEN FEET IN HEIGHT TO THE BOTTOM OF THE SIGN. SIGNS
	SHALL BE WITHIN SIGHT OF THE TRAFFIC FLOW AND BE SPACED
	A MAXIMUM OF 60 FEET APART.

	8)SEPARATE PLANS AND PERMITS NEEDED FOR PRIVATE
	UNDERGROUND FIRE LINE AND FIRE HYDRANTS.

	9) PER SECTION 7.2.2.5.4 - 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.

	10) PROVIDE ADDITIONAL DETAILS/CLARIFICATION REGARDING
	THE TIRE CAROUSEL AND METHOD OF TIRE STORAGE.

	GENERAL 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) STRUCTURES WITH LIGHT FRAME FLOOR/ROOF TRUSS
	CONSTRUCTION SHALL BE IDENTIFIED WITH A SIGN AFFIXED TO
	THE BUILDING. THE SIGN SHALL FEATURE A MALTESE CROSS
	8-INCHES WIDE AND 8-INCHES TALL AND BE OF A BRIGHT RED
	REFLECTIVE COLOR AND BEAR THE APPROPRIATE LETTER R/F/RF
	DESIGNATION PER FLORIDA STATUTE 633.027 AND FLORIDA
	ADMINISTRATIVE CODE 69A-60.0081.

	3) PROVIDE 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.

	4) PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO
	EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM
	WWW.KNOXBOX.COM.


	SUE ELLEN CALDERON
	ASSISTANT FIRE MARSHAL
	FIRE INVESTIGATOR & INSPECTOR
	OFFICE OF THE FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 804-4751

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2016-06-09			Cont ID
Sent By	ccole			Date	2016-06-09	Time	14:34	Rev Time	0.00
Received By	ccole			Date	2016-05-18	Time	08:21	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2016-04-28			Cont ID
Sent By	lmarchan			Date	2016-04-28	Time	08:01	Rev Time	0.00
Received By	lmarchan			Date	2016-03-25	Time	08:06	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2016-02-08			Cont ID
Sent By	vperez			Date	2016-02-08	Time	14:31	Rev Time	0.00
Received By	vperez			Date	2016-02-08	Time	14:31	Sent To

Notes

2016-02-08 14:32:05

EMAIL SENT TO CAROLINE

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2015-12-18			Cont ID
Sent By	lmarchan			Date	2015-12-18	Time	10:37	Rev Time	0.00
Received By	lmarchan			Date	2015-12-17	Time	14:32	Sent To

Notes

2015-12-18 10:37:29

APPLICANT NEEDS TO FIX PAGES THAT ARE BLANK.

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	3	Status	P	Date	2016-06-07			Cont ID
Sent By	jwitmer			Date	2016-06-07	Time	08:55	Rev Time	0.00
Received By	jwitmer			Date	2016-06-07	Time	08:55	Sent To

Notes

2016-06-07 08:55:34	FOUNDATION PERMIT: 16020586
	P. B. C. IMPACT FEES ASSESSMENT
	03/21/ 2016
	RECEIPT NO: 20160321-263
	MU-2016-004100-0000
	AMOUNT: $229,375.63

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	F	Date	2016-04-15		Cont ID
Sent By				Date	2016-04-15	Time	Rev Time	0.00
Received By				Date	2016-04-15	Time	Sent To

Notes

2016-04-15 09:33:11
	IMPACT FEES
	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	2016-01-19			Cont ID
Sent By	jwitmer			Date	2016-01-19	Time	10:39	Rev Time	0.00
Received By	jwitmer			Date	2016-01-19	Time	10:39	Sent To

Notes

2016-01-19 10:39:27	IMPACT FEES
	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	P	Date	2016-06-09			Cont ID
Sent By	ccole			Date	2016-06-09	Time	14:34	Rev Time	0.00
Received By	ccole			Date	2016-05-26	Time	17:08	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2016-03-29			Cont ID
Sent By	ccole			Date	2016-03-29	Time	16:52	Rev Time	0.00
Received By	ccole			Date	2016-03-29	Time	16:52	Sent To

Notes

2016-03-29 16:52:41	2ND REVIEW: FBC 2014 MECHANICAL
	PERMIT #15120536
	3/29/16

	1) 1ST REVIEW COMMENTS #1 & 2 STILL EXIST. PLEASE
	PROVIDE THE REVISED ENERGY CALCULATIONS AND INCLUDE
	COMPLIANCE DATA IN THE CALCULATIONS FOR THE NEW MS-6 &
	7 SYSTEMS.
	2) 1ST REVIEW COMMENT #4 STILL EXISTS. PLEASE NOTE THAT
	SYSTEMS THAT HAVE COOLING CAPACITIES GREATER THAN
	65,000 BTUH MUST MEET THE MINIMUM EER NOT SEER- SEE
	TABLE C403.2.3(1) FBC-14 ENERGY CONSERVATION.
	3) THE NARRATIVE RESPONSE FROM THE EOR TO COMMENTS #5 &
	6 INDICATE NATURAL AIR INFILTRATION IS TO BE USED TO
	PROVIDE THE REQUIRED O/A AIR FOR THE SYSTEMS, HOWEVER
	THESE SYSTEMS ARE ALSO PROVIDING THE MAKE-UP AIR FOR
	THE EXHAUST SYSTEMS- REFER TO SECTION 501.4 FBC-14
	MECHANICAL WHICH STATES THAT THE CALCULATED BUILDING
	AIR INFILTRATION RATE SHALL NOT BE USED AS A COMPONENT
	OF A MAKE-UP AIR SYSTEM.
	4) SHEET M0.3: A) THE MODEL NUMBER AND SENSIBLE BTU
	CAPACITY LISTED FOR AHU-4/CU-4 DO NOT APPEAR TO BE
	CORRECT. B) AHU-11/CU-11 SYSTEM SHOULD HAVE AN EER PER
	TABLE C404.2.3(1).
	5) M1.0: THE SERVICE RECEPTION GARAGE REQUIRES AN
	EXHAUST SYSTEM PER SECTION 404.1 FBC-14 MECHANICAL. CO2
	AND NO2 SENSORS ARE SHOWN ON THE PLANS, HOWEVER NO
	EXHAUST SYSTEM IS SHOWN, AND THERE IS NO EXHAUST FAN
	DESIGNATED FOR THAT AREA IN THE EQUIPMENT SCHEDULE.
	6) M1.1: LABEL THE O/A INTAKE LOUVER FOR AHU-4 & 5.
	7) COMMENT #14 FROM THE 1ST REVIEW HAS NOT BEEN
	COMPLETELY ADDRESSED. PLEASE PROVIDE THE REQUESTED
	EXHAUST CALCULATION ON THE PLAN, INDICATE THE TYPE AND
	SIZE (DIMENSIONS) OF THE MAKE-UP AIR INTAKE, AND
	PROVIDE A SUBMITTAL REVIEWED AND APPROVED BY THE EOR.
	8) COMMENT #15 STILL EXISTS: NEITHER THE MECHANICAL OR
	FIRE ALARM PLANS ARE INDICATING A SEQUENCE OF OPERATION
	FOR THE DUCT SMOKE DETECTORS. PLEASE REVIEW THE
	PREVIOUS COMMENT AND SHOW COMPLIANCE.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2015-12-30			Cont ID
Sent By	ccole			Date	2015-12-30	Time	12:12	Rev Time	0.00
Received By	ccole			Date	2015-12-29	Time	12:12	Sent To

Notes

2015-12-30 14:32:43	1ST REVIEW: FBC 2014 MECHANICAL
	PERMIT #15120536
	12/30/15

	1) THE ENERGY CALCULATION FORM 506-2014 MUST BE
	CERTIFIED WITH SIGNATURES OF THE LICENSED DESIGN
	PROFESSIONALS OF THE PROPOSED PROJECT- SECTION C103.1.1
	FBC-14 ENERGY CONSERVATION.
	2) THE ASHRAE 90.1 MANDATORY COMPLIANCE CHECKLIST MUST
	BE COMPLETED AND ATTACHED TO FORM 506-2014.
	3) ENERGY COMPLIANCE DATA FOR THE FOLLOWING SYSTEMS
	SHOWN ON THE PLANS WAS NOT LISTED IN FORM 506-2014:
	RTU'S 6, 7, 8, 9, & 10; AHU'S 6, 7, 8, 9, & 10; AND
	MINI-SPLIT SYSTEMS MS- 1, 2, 4, & 5.
	4) RTU-3 IS LISTED AS 13 SEER IN THE AC SCHEDULE BUT
	LISTED AS 12 EER IN FORM 506-2014- PLEASE SEE TABLE
	C403.2.3(1) FBC-14 ENERGY CONSERVATION.
	5) THE AC LOAD CALCS INDICATE 4575 CFM'S OF OUTSIDE
	VENTILATION AIR FOR AHU- 1&2, HOWEVER THOSE SYSTEMS ARE
	NOT INCLUDED IN THE OUTDOOR AIR CALCULATIONS AND
	SCHEDULE ON SHEET M0.2, AND THERE IS NO O/A DUCT SHOWN
	ON THE PLANS FOR THOSE UNITS.
	6) THE AC LOAD CALCS INDICATE 522 CFM'S OF OUTSIDE
	VENTILATION AIR FOR AHU-11, HOWEVER THE SYSTEM IS NOT
	INCLUDED IN THE O/A CALCS OR SCHEDULE ON M0.2, AND
	THERE IS NO O/A DUCT SHOWN ON THE PLAN FOR THE SYSTEM.
	7) PLEASE REMOVE RTU-5 FROM THE O/A SCHEDULE: IT IS NOT
	IN THE EQUIPMENT SCHEDULE OR THE CALCS.
	8) HOW IS O/A BEING PROVIDED TO AHU'S 3, 4, 5, & 9. THE
	PLAN DOES NOT INDICATE A MEANS OF SUPPLY.
	9) M0.2: THE O/A CALCULATION FOR THE PORSCHE SHOWROOM
	(RTU-1) IS INCORRECT. THE MINIMAL O/A REQUIRED IS 822
	CFM'S. PLEASE REVIEW THE AC LOAD CALCS FOR THE SYSTEM.
	10) M1.0: PLEASE REVIEW SECTION 3006.2 FBC-14 BUILDING
	(VENTING FOR ELEVATOR MACHINE ROOMS). CLARIFY IF THE
	STORAGE ROOM BY THE ELEVATOR MEETS THE CRITERIA LISTED
	IN THE CODE SECTION. PLEASE NOTE AN INDEPENDENT AC
	SYSTEM MAY BE REQUIRED.
	11) M1.0A: THE E90 DIFFUSERS SHOWN AT ELEVATOR 2 AND
	THE SEATING AREA ARE MISLABELED PER THE TERMINAL
	SCHEDULE ON M0.1.
	12) M1.1: THE EXHAUST TERMINATION OUTLETS FOR EF-3, & 4
	ARE NOT SHOWN TO BE DISCHARGING TO THE EXTERIOR OF THE
	BUILDING. PLEASE CLARIFY AND SEE SECTION 501.3.1 FOR
	COMPLIANCE REQUIREMENTS.
	13) M1.2: THE EB150 RETURN GRILLS IN THE LOCKER ROOMS
	ARE MISLABELED PER THE TERMINAL SCHEDULE ON M0.1.
	14) M1.5: CLARIFY HOW MAKE-UP AIR IS BEING PROVIDED FOR
	GARAGE LEVEL 2 EXHAUST, AND PROVIDE A CALCULATION.
	15) PROVIDE A SEQUENCE OF OPERATION FOR THE DUCT SMOKE
	DETECTORS, AND CLARIFY IF SYSTEMS IN THE SAME FIRE
	AREAS OR FLOORS WILL BE LINKED TOGETHER FOR FAN
	SHUTDOWN. IF THESE DETAILS ARE ON THE FIRE ALARM PLANS
	PLEASE REFERENCE THE SHEET NUMBER ON THE MECHANICAL
	PLANS.
	16) PROVIDE SUPPORT AND HANGING DETAILS FOR
	INSTALLATION OF THE AHU'S AND VAV BOXES.
	17) INDICATE HOW ACCESS FOR SERVICING AND REPLACEMENT
	OF THE AHU'S AND VAV BOXES WILL BE PROVIDED- SECTION
	306.1 FBC-14 MECHANICAL.
	18) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE C0 AND
	N02 DETECTORS WITH REVIEW AND APPROVAL SIGNATURES FROM
	THE ENGINEER OF RECORD.
	19) SUBMIT FL. PRODUCT APPROVALS AND/OR MIAMI-DADE
	NOA'S FOR THE EXHAUST AND AIR INTAKE LOUVERS, THE ROOF
	STANDS, AND THE RTU CURBS, AND THE ROOF FAN CURBS. ALL
	DOCUMENTS SHALL BEAR REVIEW AND APPROVAL SIGNATURES BY
	THE EOR.
	20) PROVIDE PRIMARY AND SECONDARY CONDENSATE DISPOSAL
	PLANS AND DETAILS FOR THE AHU'S AND THE MINI-SPLITS.
	PLEASE SHOW THE PIPING RUNS AND DISCHARGE LOCATIONS ON
	THE PLANS.
	21) SITE SPECIFIC ENEGINEERING IS REQUIRED FOR TIE-DOWN
	OF ALL ROOF TOP MECHANICAL EQUIPMENT- SECTION 301.15
	FBC-14 MECHANICAL. THE DETAILS ON SHEET M5.0 ARE
	INCOMPLETE AND REQUIRE SUBMITTALS FOR CURBS AND STANDS
	THAT HAVE BEEN REVIEWED AND APPROVED BY THE ENGINEER OF
	RECORD. THE ENGINEER OF RECORD SHALL PROVIDE THE NOA
	NUMBERS FOR THE COMPONENTS ON THE BOTH THE STRUCTURAL
	AND MECHANICAL PLANS.

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

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2016-05-25			Cont ID
Sent By	gjohnson			Date	2016-05-25	Time	15:15	Rev Time	0.00
Received By	gjohnson			Date	2016-05-23	Time	16:49	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2016-04-19			Cont ID
Sent By	gjohnson			Date	2016-04-19	Time	09:39	Rev Time	0.00
Received By	gjohnson			Date	2016-04-19	Time	09:39	Sent To

Notes

2016-04-19 11:07:57	PLUMBING COMMENTS:

	1. SHT. P1.1 THE TRENCH DRAIN SHOWS A SECOND PIPE
	CONNECTED TO IT NOT TIED TO OIL SEPARATOR .
	PLEASE CLARIFY PER WPB AMEND. TO FBC SEC. 107.2.1

	2. ORIGINAL COMMENT STATES SHT.A2.0 - DETAIL #1 - THE
	DOORS TO RESTROOMS #213 & 214 CANNOT SWING INTO THE
	CLEA R FLOOR SPACE FOR THE LAVATORIES. 2014 FBC-ACCESS.
	SEC.603.2.3. (SEE EXCEPTION #2). 2ND REVIEW YOU SHOW
	COMPLIANCE WITH EXCEPTION IN BATHROOM 213 BUT NO IN 214
	.
	PLEASE CLARIFY PER WPB AMEND. TO FBC SEC. 107.2.1

	3.SHT. A2.1 - DETAIL #1 - SHOW THE INSIDE CLEAR
	DIMENSION OF THE ACCESSIBLE STALL IN THE WOMEN'S
	RESTROOM. MINIMUM WIDTH IS 85 INCHES. 86 INCHES ALLOWS
	FOR TOLERANCE. ALSO, SHOW THE FIXTURE CLEARANCE OF THE
	WATER CLOSET IN THE STALL FROM THE SIDE WALL TO THE
	CENTERLINE OF THE WATER CLOSET. 2ND REQUEST

	4. SHT. A10.1 THE TOP OF URINAL SCREEN SHOWS 56IN.
	ABOVE FF IT SHALL BE A MIN. OF 60IN.
	PER FBC SEC. 1210.3.2

	5. SHT. P1.1 RM # 171
	(A) PROVIDE PIPING DIAGRAM FOR M OIL MANAGEMENT
	CONTROLLER
	(B) THE TANKS THAT ARE LABELED M ARE THEY FOR STORAGE
	OF OIL MEASURED IN GALLONS PLEASE CLARIFY.
	(C) WHAT ARE H AND K FOR PLEASE CLARIFY.
	(D) IT APPEARS THAT THE PARTS WASHER IS LABELED AS M
	FOR OIL MANAGEMENT CONTROLLER PLEASE CLARIFY
	(E) PROVIDE PIPING DIAGRAM FOR BLOWER LABELED P.
	PER WPB AMEND. TO FBC SEC. 107.2.1

	6. THE STACK FOR THE SINK ON THE 5TH FLOOR IS SHOWN ON
	P1.3 AS A 4IN. ON SHT. P2.1 IT IS SHOWN AS 2IN.
	PLEASE CLARIFY PER WPB AMEND. TO FBC SEC. 107.2.1

	7. SHT. P0.1 THE SPECS GIVEN FOR OIL SEPARATOR DO NOT
	COMPLY WITH FBC PL SEC 1003.4.2.1.
	PROVIDE MANUFACTURE SPECS THAT COMPLY WITH FBC PL SEC
	1003.4.2.1.

	8. SHT. P0.3 THE CALCULATION GIVEN FOR OIL SEPARATOR DO
	NOT COMPLY WITH FBCPL SEC 1003.4.2.2 IT APPEARS THAT
	YOU MIGHT HAVE USED CALCULATION FOR SIZING A GREASE
	INTERCEPTOR.
	PLEASE CLARIFY PER WPB AMEND. TO FBC SEC. 107.2.1

	9. SHT. P1.2 SHOW A PLAN NOTE IN THE AREA RM # 115 AND
	117 THAT INDICATES A WATER HEATER AND MOP SINK .
	PLEASE CLARIFY PER WPB AMEND. TO FBC SEC. 107.2.1

	10. THE DIGITAL SIGNATURES ARE INVALID ON PLUMBING
	PAGES THEY SHALL COMPLY WITH FAC 61G15-23.003


	2ND REVIEW: FBC 2014

	GEORGE JOHNSON
	PLUMBING PLANS EXAMINER
	CITY OF WEST PALM BEACH
	561-805-6711
	[email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2016-01-24			Cont ID
Sent By	tklarge			Date	2016-01-23	Time	03:52	Rev Time	0.00
Received By	tklarge			Date	2016-01-19	Time	09:08	Sent To

Notes

2016-01-19 09:49:15	1) PROVIDE MATCH LINES FOR THE PLUMBING PLAN VIEW
	DRAWINGS. IT IS DIFFICULT TO FOLLOW THE CONTINUATION OF
	THE PLUMBING SYSTEM FROM ONE SHEET TO THE NEXT.WPB
	AMEND. TO FBC SEC. 107.2.1.
	2) CLARIFY THE OCCUPANCY TYPE THAT YOU ARE USING TO
	CALCULATE THE REQUIRED PLUMBING FIXTURES FOR THE
	PORSCHE & BENTLEY AREAS.
	3) THE ARCHITECTURAL PLANS HAVE THE DIFFERENT AREAS
	LABELE "A - F" AND THE PLUMBING PLANS ARE LABELED BY
	THE AREA NAME ( PORSCHE-SOUTH, PORSCHE-NORTH, ROLLS
	ROYCE/BENTLEY ETC.). IT IS EXTREMELY DIFFICULT TO
	REVIEW THESE PLANS WITHOUT CORRELATING NAMING
	CONVENTIONS. PLEASE ATTEMPT TO CORRELATE THE
	IDENTIFICATION OF THESE PLANS IN A MANNER THAT MAKES IT
	EFFICIENT TO PERFORM A COMPREHENSIVE REVIEW.
	4) THE TRENCH DRAINS LOCATED IN THE DETAIL AREA #166
	SHALL DISCHARGE TO THE OIL INTERCEPTOR PER THE 2014
	FBC-PLUMBING SEC.1003.4.2.2.
	5) SHT. A1.1.1E - LOCKER ROOMS #125 & #126 SHOWS A
	HANDICAPPED ACCESSIBLE TOILET COMPARTMENT WITH A
	LAVATORY IN IT BUT NO WATER CLOSET. CLARIFY. 2014
	FBC-ACCESS. SEC.213.3.1 & 604.8.1.
	6) SHT. A1.1.1E - LOCKER RM. 3126 - SHOWS THE DOOR FOR
	THE ACCESSIBLE STALL SWINGING INTO THE CLEAR FLOOR
	SPACE FOR WHAT APPEARS TO BE AN ACCESSIBLE URINAL. THE
	DOOR CANNOT SWING INTO THE CLEAR FLOOR SPACE FOR THE
	FIXTURE PER 2014 FBC-ACCESS.SEC.603.2.3.
	7) SHT. A1.2.1 - THE BREAK ROOM SINK IN ROOM #209 SHALL
	COMPLY WITH 2014 FBC-ACCESS. SEC.212 & 606.
	8) SHT. A1.5.1 - TOILET ROOM # 500A - SHOW THE WIDTH OF
	THE TOILET ROOM ON DETAIL #2. THE MINIMUM WIDTH IS 85
	INCHES. 86 INCHES ALLOWS FOR TOLERANCE.
	9).SHOW THE INSIDE CLEAR DIMENSIONS (LXW) OF ALL SINGLE
	USER TOILET ROOMS. WPB AMEND. TO FBC SEC. 107.2.1.
	10) SHT. A2.0 - DETAILS #2 & #4 - IDENTIFY THE
	HANDICAPPED ACCESSIBLE URINAL IN BOTH RESTROOMS. COMPLY
	WITH 2014 FBC - ACCESS. SEC.605.
	11) SHT. A2.0 - SHOW THE FIXTURE CLEARANCE DIMENSION
	FROM THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET TO
	THE SIDE WALL. COMPLY WITH 2014 FBC-ACCESS. SEC. 604.2.
	12) SHT.A2.0 - DETAIL #1 - THE DOORS TO RESTROOMS #213
	& 214 CANNOT SWING INTO THE CLEAR FLOOR SPACE FOR THE
	LAVATORIES. 2014 FBC-ACCESS. SEC.603.2.3. (SEE
	EXCEPTION #2).
	13) SHT. A2.0 - SHOW THE FIXTURE CLEARANCES OF THE
	URINALS ON SHT. A2.0, DETAIL #2 AND ALSO DETAIL #4.
	.COMPLY WITH 2014 FBC-PLUMBING, SEC.405.3.1.
	14) SHT. A2.1 - SHOW THE FIXTURE CLEARANCE FOR THE
	URINALS IN THE ENLARGED STAFF LOCKERS/RESTROOMS, DETAIL
	#2. COMPLY WITH 2014 FBC-PLUMBING SEC. 405.3.1.
	15) SHT. A2.0 - DETAIL #4 - THE DRINKING FOUNTAINS
	SHALL CCOMPLY WITH 2014 FBC-ACCESS. SEC.307.2 FOR
	PROTRUDING OBJECTS.
	16) SHT. A2.1 - DETAIL #2 - SHOW THE REQUIRED TURNING
	SPACE IN THE MEN'S & WOMEN'S RESTROOMS PER THE 2014
	FBC- ACCESS. SEC.304.3.1.
	17) SHT. A2.1 - DETAIL #1 - SHOW THE INSIDE CLEAR
	DIMENSION OF THE ACCESSIBLE STALL IN THE WWOMEN'S
	RESTROOM. MINIMUM WIDTH IS 85 INCHES. 86 INCHES ALLOWS
	FOR TOLERANCE. ALSO, SHOW THE FIXTURE CLEARANCE OF THE
	WATER CLOSET IN THE STALL FROM THE SIDE WALL TO THE
	CENTERLINE OF THE WATER CLOSET.
	18) SHT. A10.1 - THE URINAL SCREEN SHALL EXTEND NOT
	LESS THAN 60 INCHES ABOVE THE FINISH FLOOR.2014 FBC
	SEC. 1210.3.2.
	19) SHT. A10.1 - SHOW THE REQUIRED CLEAR FLOOR SPACE
	UNDER THE LAVATORY IN DETAIL #7. COMPLY WITH 2014
	FBC-ACCESS. SEC.305, 306.
	20) SHT.A10.3 - DETAILS #7 & #8 - THE HEIGHT OF THE
	WATER CLOSET IS SHOWN AS 15 INCHES ABOVE THE FINISH
	FLOOR. THE HEIGHT OF THE ACCESSIBLE WATER CLOSET SHALL
	BE BETWEEN 17" & 19 " ABOVE THE FINISH FLOOR. 2014 FBC-
	ACCESS. SEC.604.4.
	21) SHT. A10.7 - DETAIL #6 - THE URINAL LIP IS SHOWN AS
	1'-7" ABOVE THE FINISH FLOOR. IF THIS IS A HANDICAPPED
	URINAL, THE MAX. HEIGHT TO THE URINAL LIP SHALL BE 17
	INCHES. FBC-ACCESS. SEC. 605.2.
	22) SHT.A10.7 - DETAIL # 16 - THE URINAL LIP IS SHOWN
	AS 1'-7" ABOVE THE FINISH FLOOR. IF THIS IS A
	HANDICAPPED URINAL, THE MAX. HEIGHT TO THE URINAL LIP
	SHALL BE 17 INCHES. FBC-ACCESS. SEC. 605.2.
	23) SHT. P1.1 - IDENTIFY ALL THE EQUIPMENT & TANKS IN
	ROMM #171. WPB AMEND. TO FBC SEC.107.2.1.
	24) SUBMIT A PIPING RISER FOR THE COMPRESSED AIR
	SYSTEM.WPB AMEND. TO FBC SEC.107.2.1.
	25) SUBMIT A CONDENSATE RISER DIAGRAM FOR REVIEW. WPB
	AMEND. TO FBC SEC.107.2.1.
	26) CLEARLY SHOW THE DRAIN LINES FROM THE ELEVATOR
	SUMPS TO THE OIL WASTE SYSTEM ON THE PLUMBING RISER.WPB
	AMEND. TO FBC SEC.107.2.1.
	27) SHT.P2.2 - MEN'S & WOMEN'S TOILET ROOMS #154 & #155
	- THE CIRCUIT VENT SHALL BE LOCATED BETWEEN THE THE TWO
	MOST UPSTREAM FIXTURE DRAINS. AS DRAWN, THE VENT IS
	LOCATED DOWNSTREAM OF THE TWO MOST UPSTREAM WATER
	CLOSETS.2014 FPC SEC.914.2.
	28) SHT. P2.1 - SANITARY RISER #2 - TECH RESTROOMS -
	SIZE THE VENTS FOR THE URINALS.
	29) SHT. P2.1 - RISER #1 - ROLLS ROYCE/BENTLEY - TWO
	LAVATORIES ARE SHOWN ON THE SANITARY RISER FOR ROOM
	#126 AND ONLY ONE IS SHOWN ON SHT. P1.3. CLARIFY.
	30) SHT.P1.3 SHOWS A 4"SANITARY RISER ON COLUMN LINE BB
	BETWEEN COLS. #7 & #8 BUT IS NOT SHOWN ON THE SANITARY
	RISER SHT. P2.1.. CLARIFY.
	31) SHT.P1.3 - SHOWS A SANITARY BRANCH FROM THE
	BUILDING DRAIN GOING OVER TO STAIR #2 WITH A NOTE " 2"
	SANITARY FROM ABOVE" BUT IT IS NOT SHOWN ON SHT. P2.1,
	RISER #1(ROLLS ROYCE/BENTLEY0. CLARIFY.
	32) SHT. P1.6 - THE DISCHARGE FROM THE WASH BAYS SHALL
	DISCHARGE THROUGH THE OIL SEPARATOR. 2014 FPC SEC.
	1003.4.
	33) SHT.P2.4 - WATER RISER #5 - HOT WATER IS REQUIRED
	TO THE MOP SINK IN ROOM #156. 2014 FBC SEC.607.1.
	34) SHT.P0.3 - PROVIDE THE DIMENSIONS OF THE OIL
	SEPARATOR.THE OIL SEPARATOR SHALL BE SIZED IN
	ACCCORDANCE WITH THE 2014 FPC SECS. 1003.4.2,
	1003.4.2.1, 1003.4.2.2.
	35) SHT.P1.0 - THE DRINKING FOUNTAINS ARE SHOWN ON THE
	FLOOR PLAN BUT ARE NOT SHOWN ON THE WATER RISER ON SHT.
	P2.4 (RISER #5 RESTROOMS #154 & 155 ) . CLARIFY.
	36) SHT.P1.0A - DRINKING FOUNTAINS IN PASSAGE AREA #206
	ARE SHOWN ON THE FLOOR PLAN BUT NOT ON THE WATER RISER
	ON SHT.P2.4. CLARIFY.SEE AREA BY COLS.15 & 0.2.
	37) SHT. P2.3 - HOT WATER IS REQUIRED TO THE MOP SINK
	BY STORAGE ROOM #116. 2014 FPC SEC.607.1.
	38) SHT. P1.2 - THE PLAN VIEW FOR THE AREA NEAR STORAGE
	ROOM #116 DOES NOT CORRELATE WITH SHT. A1.1. CLARIFY.
	39) SHT.P2.5 - THE MAXIMUM SQUARE FOOTAGE TO BE DRAINED
	BY AN 8" HORIZONTAL DRAIN IS 9200 SQ. FT.PER 2014 FBC
	TABLE 1106.3. RISER S-1 SHOWS AN 8" DRAIN DRAINING
	11,500 SQ. FT.

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

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	P	Date	2016-06-16			Cont ID
Sent By	skennedy			Date	2016-06-16	Time	09:52	Rev Time	0.00
Received By	skennedy			Date	2016-06-16	Time	09:52	Sent To

Notes

2016-06-07 11:10:04

06/07/2016 SIGNATURES: BUILDING/ PASSED. JW

Review Stop	THRESHOLD			THRESHOLD INSPECTOR DOCUMENTS
Rev No	1	Status	P	Date	2016-06-07			Cont ID
Sent By	jwitmer			Date	2016-06-07	Time	08:56	Rev Time	0.00
Received By	jwitmer			Date	2016-06-07	Time	08:56	Sent To

Notes

2016-06-07 08:56:46	THRESHOLD DOCUMENTS FIRST FILED WITH FOUNDATION PERMIT:
	16020586

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2016-06-07			Cont ID
Sent By	eschneid			Date	2016-06-07	Time	13:55	Rev Time	8.00
Received By	eschneid			Date	2016-06-03	Time	09:15	Sent To

Notes

2016-06-07 13:55:32	PASSED W/PROVISOS

	1) THE FOLLOWING SHEETS SHALL WERE NOT CORRECTED FROM
	THE APRIL PLAN REVIEW AND SHALL BE UPDATED WITH A
	REVISION SUBMITTED TO THE BUILDING DIVISION AND
	APPROVED PRIOR TO THE FIRST INSPECTION.

	SHEET A1-1-1
	SHEET A1-1-1B
	SHEET A1-1-1C

	2) PRIOR TO FIRST INSPECTION A REVISION SHALL BE
	SUBMITTED TO THE BUILDING DIVISION AND APPROVED WHICH
	SHOWS THE INTERIM PARKING PLAN IN ACCORDANCE WITH THE
	MARK-UP SENT TO URBAN DESIGN KILDAY STUDIOS. THE
	PARKING PLAN SHALL BE MAINTAINED THROUGHOUT THE
	CONSTRUCTION OF PHASES I & II. PLEASE NOTE THAT THE
	PORSCHE SITE PLAN REQUIRES A TOTAL OF 56 PARKING SPACES
	AND ONLY 19 ARE PROVIDED ON THE PORSCHE PHASE. THE PLAN
	SHALL SHOW AN ADDITIONAL 37 PARKING SPACES.

	3) IN ACCORDANCE WITH RESOLUTION NO. 207-15, PRIOR TO
	THE CONSTRUCTION IN THE EXCHANGE COURT RIGHT-OF-WAY,
	THE APPLICANT SHALL:

	A. SECURE A CITY RIGHT-OF-WAY PERMIT.
	B. SECURE APPROVAL FROM THE ENGINEERING SERVICES
	DIVISION FOR THE PLANTING AND IRRIGATION IN THE
	EXCHANGE COURT RIGHT-OF-WAY.
	C. PROVIDE THE INFORMATION REQUIRED FOR THE CITY TO
	DRAFT A MAINTENANCE AND REPLACEMENT AGREEMENT FOR THE
	TREES AND IRRIGATION WITHIN THE EXCHANGE COURT
	RIGHT-OF-WAY TO THE PLANNING DIVISION FOR REVIEW AND
	APPROVAL BY THE CITY ATTORNEY'S OFFICE. THE APPROVED
	AGREEMENT SHALL BE RECORDED BY THE APPLICANT PRIOR TO
	THE COMMENCEMENT OF SITE WORK.

	4) PRIOR TO BEGINNING THE PHASE II (BUILDING D)
	CONSTRUCTION, THE APPLICANT SHALL PROVIDE VERIFICATION
	THAT THE UTILITY EASEMENTS IN CONFLICT WITH THE
	BUILDING LOCATION HAVE BEEN ABANDONED.

	5) PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF
	OCCUPANCY FOR THE PORSCHE DEALERSHIP (BUILDING E), THE
	APPLICANT SHALL SUBMIT A MINOR PD AMENDMENT FOR THE
	AS-BUILT CHANGES, TO INCLUDE THE ELEVATIONS AND GARAGE
	FLOOR PLANS.

	6) THE CIVIL PLANS DID NOT CORRECT THE DRAWINGS TO SHOW
	A BARRIER THE FULL DEPTH OF THE ADA PARKING SPACE BY
	THE EXIT TO THE PROPOSED MINI SERVICE TO PREVENT CARS
	EXITING THE SERVICE AREA FROM DRIVING INTO THE SIDE OF
	THE SPACE. THIS SHALL BE SHOWN CORRECTLY ON THE PERMIT
	PLANS FOR THIS PHASE OF CONSTRUCTION.

	7) SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:

	A. PARKING LOT STRIPING
	B. LANDSCAPE
	C. SITE LIGHTING
	D. FENCES AND GATES
	E. DUMPSTER ENCLOSURE
	F. BICYCLE RACK
	G. SIGNAGE
	H. GENERATOR

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2016-04-27			Cont ID
Sent By	eschneid			Date	2016-04-27	Time	18:36	Rev Time	6.00
Received By	eschneid			Date	2016-04-27	Time	18:36	Sent To

Notes

2016-04-27 18:37:03	FAILED

	RESPOND TO COMMENTS IN WRITING.

	1) REPEAT COMMENT: PROVIDE VERIFICATION THAT ALL THE
	REQUIREMENTS FROM RESOLUTION NO. 207-15, INCLUDING
	THOSE LISTED BELOW, HAVE BEEN SATISFIED.

	A. PRIOR TO THE APPROVAL OF ANY SITE WORK PERMIT (THIS
	INCLUDES DEMOLITION OF THE STRUCTURES), THE APPLICANT
	SHALL:

	1. SECURE A CITY RIGHT-OF-WAY PERMIT FOR THE WORK
	WITHIN THE EXCHANGE COURT RIGHT-OF-WAY.
	2. SECURE APPROVAL FROM THE ENGINEERING SERVICES
	DIVISION FOR THE PLANTING AND IRRIGATION IN THE
	EXCHANGE COURT RIGHT-OF-WAY.
	3. PROVIDE THE INFORMATION REQUIRED FOR THE CITY TO
	DRAFT A MAINTENANCE AND REPLACEMENT AGREEMENT FOR THE
	TREES AND IRRIGATION WITHIN THE EXCHANGE COURT
	RIGHT-OF-WAY TO THE PLANNING DIVISION FOR REVIEW AND
	APPROVAL BY THE CITY ATTORNEY'S OFFICE. THE APPROVED
	AGREEMENT SHALL BE RECORDED BY THE APPLICANT PRIOR TO
	THE COMMENCEMENT OF SITE WORK.
	4. SECURE ENGINEERING DEVELOPMENT APPROVAL, TO INCLUDE
	ALL TECHNICAL DATA.

	B. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
	THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
	SUBMITTED, REVIEWED AND APPROVED BY THE PLANNING
	DIVISION.

	C. PRIOR TO CONDUCTING ANY LAND DISTURBING OR LAND
	DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL POST A BOND
	OR DEPOSIT IN AN AMOUNT COVERING THE COST ASSOCIATED
	WITH IMPLEMENTATION OF THE STORMWATER POLLUTANT
	PREVENTION PLAN (SWPPP) AND A LAND STABILIZATION BOND
	FOR THE SITE SHALL BE SUBMITTED TO THE PUBLIC WORKS
	DEPARTMENT. THE BOND WILL BE RELEASED UPON APPROVED
	INSPECTION OF TIE-BEAMS OR SIMILAR VERTICAL
	CONSTRUCTION.

	D. BUILDING PERMIT: PRIOR TO THE ISSUANCE OF A BUILDING
	PERMIT FOR BUILDING D/E, THE APPLICANT SHALL PROVIDE
	VERIFICATION THAT THE UTILITY EASEMENTS IN CONFLICT
	WITH THE BUILDING LOCATIONS HAVE BEEN ABANDONED.

	2) ARCHITECTURAL PLANS

	A. THE LAYOUT OF THE GARAGE LEVELS DO NOT MATCH THE
	LAYOUT ON THE ARCHITECTURAL PLANS APPROVED AS PART OF
	RES. NO. 74-16.
	B. THE PROGRAMMING BAYS ARE SERVICE BAYS AND THUS SHALL
	PROVIDE PARKING AT A RATIO OF 1 SPACE PER 3 SERVICE
	BAYS.
	C. PARKING COUNTS AND PARKING DATA TABLES SHALL BE
	REVISED TO REFLECT ACCURATE NUMBERS.
	D. MINIMUM PARKING STANDARDS SHALL CONTINUE TO BE MET.
	E. THE BUILDING EXCEEDS 80 FEET IN HEIGHT (77.75 FEET
	PLUS 2.5 FEET = 80.25 FEET) AND THUS REQUIRES AN
	ADDITIONAL SIX (6) FEET OF SETBACK. RESOLUTION NO.
	74-16 DID NOT GRANT THE WAIVER FOR A BUILDING THIS
	TALL. THIS IS SHOWN ON THE NORTH ELEVATION.
	F. THE ELEVATIONS HAVE CHANGED FROM THOSE APPROVED BY
	RESOLUTION NO. 74-16. A MINOR AMENDMENT IS REQUIRED FOR
	THE REVISED ELEVATIONS PRIOR TO C.O.

	3) RESOLUTION NO. 74-16 REQUIRES THAT PARKING AND
	LANDSCAPE COMPLIANCE IN ACCORDANCE WITH THE ZONING AND
	LAND DEVELOPMENT REGULATIONS IS REQUIRED FOR EACH
	BUILDING THAT IS OCCUPIED DURING EACH PHASE OF
	DEVELOPMENT. EACH BUILDING PERMIT FOR DEMOLITION AND
	NEW CONSTRUCTION SHALL INCLUDE PLANS TO DEMONSTRATE
	COMPLIANCE AS THE PHASES OF CONSTRUCTION AND COMPLETION
	OCCUR. FOR EXAMPLE, THE EXISTING PORSCHE DEALERSHIP
	SHALL MEET MINIMUM PARKING REQUIREMENTS DURING
	CONSTRUCTION OF THE NEW PORSCHE BUILDING. ONCE THE NEW
	PORSCHE BUILDING IS OPERATIONAL, THE PORSCHE DEALERSHIP
	SHALL MEET MINIMUM PARKING REQUIREMENTS DURING THE
	DEMOLITION AND CONSTRUCTION OF THE VACATED PORSCHE
	BUILDING. THE PLANS SEEM TO INDICATE THAT ALL OF THE
	DEMOLITION AND CONSTRUCTION WILL OCCUR IN ONE PHASE. IF
	THIS IS THE CASE, THEN THIS PROVISION DOES NOT APPLY.
	HOWEVER, STAFF HAS BEEN TOLD THAT THE CONSTRUCTION WILL
	BE IN PHASES. IF THIS IS STILL THE CASE, THEN THE PLANS
	SHALL SHOW PHASING LINES AND COMPLIANCE WITH THE ABOVE
	CITED DEVELOPMENT REGULATION.

	4) ITEMS NOTED ON THE CIVIL PLANS:

	A. THE FULL DEPTH OF THE ADA PARKING SPACE BY THE EXIT
	TO THE PROPOSED MINI SERVICE SHALL HAVE A BARRIER TO
	PREVENT CARS EXITING THE SERVICE AREA FROM DRIVING INTO
	THE SIDE OF THE SPACE.
	B. THE DRIVE AISLE WEST OF BUILDING D SHALL HAVE A
	TURNAROUND SPACE OF A WIDTH A CAR CAN USE DEMARCATED.
	THE ONE SHOWN APPEARS TO NARROW WHEN COMPARED TO THE
	APPROVED SITE PLAN.
	C. THE LANDSCAPE ISLANDS BETWEEN BUILDING D AND E ARE
	SHOWN AT DIFFERENT WIDTHS THAN THE SITE PLAN. WHILE
	STAFF LIKES THAT THE INTERIOR ISLANDS ARE SHOWN AT 8
	FEET WIDE INSTEAD OF 5 FEET WIDE, THE 3 FEET WAS TAKEN
	OUT OF THE TERMINAL ISLANDS ADJACENT TO THE BUILDING
	AND THIS MAY PRESENT CONFLICTS WITH THE PROPOSED
	LANDSCAPE.
	D. IT IS ZONING STAFF?S UNDERSTANDING THAT ONLY
	BUILDING E IS BEING BUILT AT THIS TIME, YET THE CIVIL
	PLANS SHOW DEMOLITION AND CONSTRUCTION OF THE ENTIRE
	SITE, TO INCLUDE THE LOCATION OF THE SILT FENCE.
	E. MULTIPLE CONFLICTS WITH PROPOSED WATER AND
	WASTEWATER LINES, BACKFLOW PREVENTERS, FIRE HYDRANTS,
	ETC. AND REQUIRED, APPROVED LANDSCAPE.
	F. AUTOTURN DOES NOT USE FINAL BASE PLAN.

	5) SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:

	A. PARKING LOT STRIPING
	B. LANDSCAPE
	C. SITE LIGHTING
	D. FENCES AND GATES
	E. DUMPSTER ENCLOSURE
	F. BICYCLE RACK
	G. SIGNAGE
	H. GENERATOR

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2016-01-12			Cont ID
Sent By	eschneid			Date	2016-01-12	Time	11:04	Rev Time	0.75
Received By	eschneid			Date	2016-01-12	Time	10:41	Sent To

Notes

2016-01-12 11:27:33	FAILED

	1) THIS PLAN HAS NOT BEEN APPROVED BY THE CITY
	COMMISSION. ZONING STAFF WILL NOT REVIEW THE PERMIT
	UNTIL THE CITY COMMISSION HAS APPROVED THE PLAN. STAFF
	IS CURRENTLY RECOMMENDING CONDITIONS WHICH WOULD CHANGE
	SOME ELEMENTS OF THE SITE PLAN, LANDSCAPE PLAN, CIVIL
	PLAN AND ARCHITECTURAL SITE PLAN.

	2) PROVIDE VERIFICATION THAT ALL THE REQUIREMENTS FROM
	RESOLUTION NO. 207-15, INCLUDING THOSE LISTED BELOW,
	HAVE BEEN SATISFIED.

	A. PRIOR TO THE APPROVAL OF ANY SITE WORK PERMIT, THE
	APPLICANT SHALL:

	1. PROVIDE THE FLORIDA DEPARTMENT OF TRANSPORTATION
	RIGHT-OF-WAY PERMIT FOR THE WORK WITHIN THE OKEECHOBEE
	BOULEVARD RIGHT-OF-WAY TO THE PLANNING DIVISION.
	2. SECURE A CITY RIGHT-OF-WAY PERMIT FOR THE WORK
	WITHIN THE EXCHANGE COURT RIGHT-OF-WAY.
	3. SECURE APPROVAL FROM THE ENGINEERING SERVICES
	DIVISION FOR THE PLANTING AND IRRIGATION IN THE
	EXCHANGE COURT RIGHT-OF-WAY.
	4. PROVIDE THE INFORMATION REQUIRED FOR THE CITY TO
	DRAFT A MAINTENANCE AND REPLACEMENT AGREEMENT FOR THE
	TREES AND IRRIGATION WITHIN THE EXCHANGE COURT
	RIGHT-OF-WAY TO THE PLANNING DIVISION FOR REVIEW AND
	APPROVAL BY THE CITY ATTORNEY?S OFFICE. THE APPROVED
	AGREEMENT SHALL BE RECORDED BY THE APPLICANT PRIOR TO
	THE COMMENCEMENT OF SITE WORK.
	5. SECURE ENGINEERING DEVELOPMENT APPROVAL, TO INCLUDE
	ALL TECHNICAL DATA.

	B. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
	THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
	SUBMITTED, REVIEWED AND APPROVED BY THE PLANNING
	DIVISION.

	C. PRIOR TO CONDUCTING ANY LAND DISTURBING OR LAND
	DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL POST A BOND
	OR DEPOSIT IN AN AMOUNT COVERING THE COST ASSOCIATED
	WITH IMPLEMENTATION OF THE STORMWATER POLLUTANT
	PREVENTION PLAN (SWPPP) AND A LAND STABILIZATION BOND
	FOR THE SITE SHALL BE SUBMITTED TO THE PUBLIC WORKS
	DEPARTMENT. THE BOND WILL BE RELEASED UPON APPROVED
	INSPECTION OF TIE-BEAMS OR SIMILAR VERTICAL
	CONSTRUCTION.

	D. BUILDING PERMIT: PRIOR TO THE ISSUANCE OF A
	BUILDING PERMIT FOR BUILDING D/E, THE APPLICANT SHALL
	PROVIDE VERIFICATION THAT THE UTILITY EASEMENTS IN
	CONFLICT WITH THE BUILDING LOCATIONS HAVE BEEN
	ABANDONED.

	3) THIS DOES NOT COUNT AS A PERMIT REVIEW.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.
2015-12-28 16:03:52	12/28/15