City of West Palm Beach eGovPlus

Plan Review Details - Permit 18020610

Plan Review Stops For Permit 18020610

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2018-02-22			Cont ID
Sent By	jwitmer			Date	2018-02-22	Time		Rev Time	0.00
Received By	jwitmer			Date	2018-02-21	Time	16:34	Sent To

Notes

2018-02-22 16:26:10	2017 FBC- BUILDING PLAN REVIEW
	W. P. B. PERMIT: 18020610
	ADD: 1615 CLARE AVE. SUITE: NOT GIVEN (2) TENANTS
	CONT: FINE LINE CONSTRUCTION
	TEL: 561-582-7880
	E-MAIL:

	2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
	CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
	SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
	BUILDING CODE, BUILDING.

	1ST REVIEW
	DATE: THURS. FEB. 22/ 2018
	ACTION: DENIED

	1) PLEASE NOTE THERE ARE (2) PERMITS IN FOR THIS
	ADDRESS FOR (2) DIFFERENT TENANTS AND OCCUPANCIES.
	PLEASE PROVIDE A ADDRESS THAT WILL INCLUDE THE TENANT
	SUITE NUMBER.
	2017 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
	DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
	SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
	EXTENT OF THE WORK PROPOSED.
	2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
	EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
	ADDRESS IDENTIFICATION.

	2) PLEASE NOTE THIS IS A MIXED USE (OCCUPANCY)
	BUILDING. THE ALS.1 LIFE SAFETY SHEET NEGLECTS THE
	MINIMUM BUILDING TYPE THIS BUILDING WAS DESIGNED TOO?
	2017 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
	3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
	(SEE TABLE 503 UNDER THE 2014 FBC) AND UNDER THE 2017
	FBC (TABLES 504.3, 505.4 & 506.2).

	3) THIS PROPERTY APPEARS TO BE A SUBSTANTIAL
	IMPROVEMENT AS THE VALUE OF THE IMPROVEMENTS OVER THE
	PAST 5 YEARS EXCEEDS 50% OF THE STRUCTURE PER PALM
	BEACH COUNTY PROPERTY APPRAISERS VALUE OF $578,777.00.
	PERMIT 17090272 VALUE OF $250,000.00 AND PERMIT
	18020610 VALUE OF $165,000.00, TOTAL STRUCTURAL
	IMPROVEMENT VALUE OF $415,000.00 OF VALUE OR 0.69 % OF
	THE STRUCTURAL VALUE FOR THE BUILDING.
	THE BFE (BASE FLOOD ELEVATION) IS 13 FEET NGVD AND
	LOCATED IN FLOOD ZONE A9, PER FIRM PANEL 120229 0020B.
	AS OF OCT. 05/ 2017 THE CITY HAS ADOPTED A 2 FOOT
	FREEBOARD PER THE CITY OF WEST PALM BEACH MUNI CODE
	SECTION 94-546(B)(2). PLEASE ALSO NOTE ON THIS SAME
	DATE THE CITY ADOPTED THE NEW FLOOD MAPS AND THE
	MEASURING THE VERTICAL DATUM TO NAVD88.

	4) PLEASE PROVIDE A SURVEY FOR THIS PROPERTY, IN
	NAVD88. 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
	BUILDINGS.
	2017 FBC-EXISTING BUILD. CODE ]403.2 FLOOD HAZARD
	AREAS. FOR BUILDINGS AND STRUCTURES IN FLOOD HAZARD
	AREAS ESTABLISHED IN SECTION 1612.3 OF THE FLORIDA
	BUILDING CODE, BUILDING, ANY ALTERATION THAT
	CONSTITUTES SUBSTANTIAL IMPROVEMENT OF THE EXISTING
	STRUCTURE SHALL COMPLY WITH THE FLOOD DESIGN
	REQUIREMENTS FOR NEW CONSTRUCTION, AND ALL ASPECTS OF
	THE EXISTING STRUCTURE SHALL BE BROUGHT INTO COMPLIANCE
	WITH THE REQUIREMENTS FOR NEW CONSTRUCTION FOR FLOOD
	DESIGN.

	FOR BUILDINGS AND STRUCTURES IN FLOOD HAZARD AREAS
	ESTABLISHED IN SECTION 1612.3 OF THE FLORIDA BUILDING
	CODE, BUILDING ANY ALTERATIONS THAT DO NOT CONSTITUTE
	SUBSTANTIAL IMPROVEMENT OF THE EXISTING STRUCTURE ARE
	NOT REQUIRED TO COMPLY WITH THE FLOOD DESIGN
	REQUIREMENTS FOR NEW CONSTRUCTION.

	PLEASE SHOW HOW YOU WILL COMPLY WITH2017 FBC-B SECTION
	1612.4.1 AND 1612.5 FLOOD HAZARD DOCUMENTATION.

	5) DURING THE PERMITTING OF THIS STRUCTURE THERE WILL
	BE REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
	REQUIRED:
	(1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
	PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
	HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
	BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
	BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
	ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
	(2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
	ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
	ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
	FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
	PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
	PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
	CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
	SUBMITTED TO THE BUILDING OFFICIAL.
	(3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
	OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
	CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
	ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
	W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
	(6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
	COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
	ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
	INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
	ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
	JURISDICTION.

	6A) THE ALS1.0 SHEET SHOWS A NEW 10 FOOT LONG RAMP BUT
	THE RISE IS NOT PROVIDED NOR THE SLOPE. 2017 FBC-B
	1012.2 SLOPE. RAMPS USED AS PART OF A MEANS OF EGRESS
	SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN ONE UNIT
	VERTICAL IN 12 UNITS HORIZONTAL (8-PERCENT SLOPE).

	6B) THE ALS1.0 SHEET SHOWS A NEW 10 FOOT LONG RAMP BUT
	THE RISE IS NOT PROVIDED. SHOW COMPLIANCE WITH 2017
	FBC-B 1012.8 HANDRAILS.

	RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE
	HANDRAILS ON BOTH SIDES. HANDRAILS SHALL COMPLY WITH
	SECTION 1014.

	6C) THE ALS1.0 SHEET SHOWS A NEW 10 FOOT LONG RAMP BUT
	THERE IS NO CUT SECTION THROUGH THE RAMP TO SEE IF EDGE
	PROTECTION IS REQUIRED BY FBC-B 1012.10 OR IF AN
	EXCEPTION APPLIES.

	6D) SHEET ALS1.0 SHEET SHOWS A NEW 10 FOOT LONG RAMP
	BUT NONE OF THE ARCHITECTURAL SHEETS OR THE STRUCTURAL
	SHEETS PROVIDES THE MATERIALS THE RAMP IS BUILT FROM.
	2017 FBC-B 1012.7 RAMP CONSTRUCTION.
	RAMPS SHALL BE BUILT OF MATERIALS CONSISTENT WITH THE
	TYPES PERMITTED FOR THE TYPE OF CONSTRUCTION OF THE
	BUILDING, EXCEPT THAT WOOD HANDRAILS SHALL BE PERMITTED
	FOR ALL TYPES OF CONSTRUCTION.

	7A) SHEET ALS.0 SHOWS A SHOWER IN THE MENS RESTROOM 106
	BUT NOT IN THE WOMENS RESTROOM 103. THE PLANS DO NOT
	SHOW A EQUIVALENCY BETWEEN THE MENS AND WOMENS
	RESTROOMS. PLEASE REVIEW THE ACCESSIBILITY CODE 213.2
	TOILET ROOMS AND BATHING ROOMS EXCEPTION # 1.IN
	ALTERATIONS WHERE IT IS TECHNICALLY INFEASIBLE TO
	COMPLY WITH 603, ALTERING EXISTING TOILET OR BATHING
	ROOMS SHALL NOT BE REQUIRED WHERE A SINGLE UNISEX
	TOILET ROOM OR BATHING ROOM COMPLYING WITH 213.2.1 IS
	PROVIDED AND LOCATED IN THE SAME AREA AND ON THE SAME
	FLOOR AS EXISTING IN ACCESSIBLE TOILET OR BATHING
	ROOMS.

	7B)THE SAME SITUATION OCCURS WITH THE LOCKERS, THE
	PLANS ONLY SHOWS LOCKERS FOR THE MEN NO LOCKERS FOR THE
	WOMEN. PLEASE SHOW HOW EQUIVALENCY IS MAINTAINED? 2017
	FBC-ACCESS. CODE 103 EQUIVALENCY.

	8) THE LSA1.0 HAS ONE AREA DESIGNATED AS A LOUNGE TAG
	NUMBER 111 AND SHEETS A1.01 AND SHEET A1.0.2 HAVE A
	SECOND AREA MARKED AS LOUNGE AND TAG 111. SHEET A3.01
	DETAIL # 2 SHOWS THE LOUNGE COUNTER TOP AT A HEIGHT OF
	36 INCHES. WITH ALL OF THE CONFERENCES ROOMS AND AMOUNT
	OF OCCUPANTS IN THE TENANT SPACE IT WOULD APPEAR THAT
	THE LOUNGE AREAS COULD BE USED BY MORE THAN JUST
	EMPLOYEES AND WOULD NEED TO COMPLY WITH THE
	ACCESSIBILITY CODE SECTION:

	ACCESSIBILITY CODE 226.1 WHERE DINING SURFACES ARE
	PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST
	5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT
	THE DINING SURFACES SHALL COMPLY WITH 902. ) 902.1
	.DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH
	902.2 AND 902.3. ADVISORY 902.1 GENERAL. DINING
	SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, TABLES,
	LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK SURFACES
	INCLUDE WRITING SURFACES, STUDY CARRELS, STUDENT
	LABORATORY STATIONS, BABY CHANGING AND OTHER TABLES OR
	FIXTURES FOR PERSONAL GROOMING, COUPON COUNTERS, AND
	WHERE COVERED BY THE ABA SCOPING PROVISIONS, EMPLOYEE
	WORK STATIONS.

	8)(A) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
	SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
	APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
	COMPLYING WITH 306 SHALL BE PROVIDED.

	8)(B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
	WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
	MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

	9) SHEET S1 UNDER THE HEADING WIND DESIGN INDICATES THE
	PLANS WERE DESIGNED UNDER THE 2014 5TH EDITION OF THE
	FLORIDA BUILDING CODE. THIS SAME CODE REFERENCE HAPPENS
	AGAIN IN THE VULT AND VASD PRESSURE CHARTS. THE 2017
	6TH EDITION OF THE FLORIDA BUILDING CODE WAS ADOPTED
	STATEWIDE ON DEC. 31/ 2017, PLEASE CORRECT.

	10) SHEET S1 IN BOTH THE VULT AND VASD CHARTS THE
	NEGATIVE PRESSURES ARE LOW FOR 170 VULT AND 132 MPH
	VASD EXPOSURE C AND A MEAN ROOF HEIGHT OF 15 FEET AND
	10 SQ. FT. TRIBUTARY AREA. FBC-B 1603.1.4 WIND DESIGN
	DATA.

	11) MISSING PRODUCT APPROVALS. 2017 FBC-B 1609.1.2
	PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
	CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
	ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
	2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
	(B) WINDOWS & MULLIONS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,

	12) PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
	SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
	TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
	GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
	TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
	OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
	ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B
	1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
	INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
	INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
	PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
	BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.

	13) W. P. B. 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..

	14) 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 BN, PX, CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
	401 CLEMATIS ST.
	WEST PALM BEACH. FL 33402
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2018-02-20			Cont ID
Sent By	jpearson			Date	2018-02-20	Time	13:36	Rev Time	0.00
Received By	jpearson			Date	2018-02-20	Time	12:39	Sent To

Notes

2018-02-20 13:36:40	CODES IN EFFECT:
	FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
	FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
	6TH EDITION
	FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
	NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
	FS = FLORIDA STATUTES

	ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.

	1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
	PANEL WHICH INCLUDES INFORMATION FROM THE POWER COMPANY
	STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
	THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
	SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
	ESTIMATED VALUES ARE NOT ACCEPTABLE DUE TO LABELING
	REQUIREMENT OF NEC 110.24. THIS CAN BE PROVIDED AS A
	DEFERRED SUBMITTAL PRIOR TO INSPECTION IF DESIRED. IF
	SO, PROVIDE NOTE TO THAT AFFECT. NEC 110.9, 110.10
	2. PROVIDE NOTE TO INDICATE MARKING OF HIGH-LEG PER
	CODE. NEC 110.15
	3. RECEPTACLE CONTROL DETAILED ON PLAN DOES NOT MEET
	CODE REQUIREMENTS. PROVIDE RECEPTACLE CONTROL REQUIRED
	BY ASHREA 90.1: 8.4.2. PER THIS REQUIREMENT, THE
	FOLLOWING SHALL BE AUTOMATICALLY CONTROLLED: 1) AT
	LEAST 50% OF ALL 125-VOLT, 15 AND 20 AMP RECEPTACLES,
	IN ALL PRIVATE OFFICES, CONFERENCE ROOMS, ROOMS USED
	PRIMARILY FOR PRINTING AND/OR COPYING FUNCTIONS, BREAK
	ROOMS, CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. 2) AT
	LEASE 25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR
	MODULAR FURNITURE NOT SHOWN ON THE CONSTRUCTION
	DOCUMENTS. FBC EC C405.6.1
	4. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
	SERVICE. SHOW ON PLAN. NEC 250.94

	END OF COMMENTS.

	PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
	RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
	INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
	PREVIOUSLY REVIEWED SHEETS.

	SINCERELY,

	JOHN PEARSON
	ELECTRICAL PLANS EXAMINER
	561-805-6746
	[email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2018-02-20			Cont ID
Sent By	pleduc			Date	2018-02-20	Time		Rev Time	0.00
Received By	pleduc			Date	2018-02-16	Time	16:16	Sent To

Notes

2018-02-16 16:59:43	THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
	FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:

	PLEASE CONSIDER THE FOLLOWING AS PROVISO:

	THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
	AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
	PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
	INSPECTION.


	1 SHEET A1.0.5 AND OTHERS - THERE IS NO DETAIL
	INDICATED FOR THE RAMP ON THE INTERIOR LEADING TO AN
	EXIT.

	PLEASE ENSURE IT COMPLIES WITH THE REQUIRMENTS OF NFPA
	101, CHAPTER 7 MEANS OF EGRESS.

	7.2.5.4 RAMP DETAILS.
	7.2.5.4.1 CONSTRUCTION. RAMP CONSTRUCTION SHALL BE AS
	FOLLOWS:
	(1) ALL RAMPS SERVING AS REQUIRED MEANS OF EGRESS SHALL
	BE OF
	PERMANENT FIXED CONSTRUCTION.
	(2) EACH RAMP IN BUILDINGS REQUIRED BY THIS CODE TO BE
	OF TYPE I
	OR TYPE II CONSTRUCTION SHALL BE ANY COMBINATION OF
	NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL OR
	FIRERETARDANT
	?TREATED WOOD.
	(3) RAMPS CONSTRUCTED WITH FIRE-RETARDANT?TREATED WOOD
	SHALL BE
	NOT MORE THAN 30 IN. (760 MM) HIGH, SHALL HAVE AN AREA
	OF NOT
	MORE THAN 3000 FT2 (277 M2), AND SHALL NOT OCCUPY MORE
	THAN
	50 PERCENT OF THE ROOM AREA.
	(4) THE RAMP FLOOR AND LANDINGS SHALL BE SOLID AND
	WITHOUT
	PERFORATIONS.
	7.2.5.4.2 LANDINGS. RAMP LANDINGS SHALL BE AS FOLLOWS:
	(1) RAMPS SHALL HAVE LANDINGS LOCATED AT THE TOP, AT
	THE BOTTOM,
	AND AT DOOR LEAVES OPENING ONTO THE RAMP.
	(2) THE SLOPE OF THE LANDING SHALL BE NOT STEEPER THAN
	1 IN 48.
	(3) EVERY LANDING SHALL HAVE A WIDTH NOT LESS THAN THE
	WIDTH OF
	THE RAMP.
	(4) EVERY LANDING, EXCEPT AS OTHERWISE PROVIDED IN
	7.2.5.4.2(5),
	SHALL BE NOT LESS THAN 60 IN. (1525 MM) LONG IN THE
	DIRECTION
	OF TRAVEL, UNLESS THE LANDING IS AN APPROVED EXISTING
	LANDING.
	(5) WHERE THE RAMP IS NOT PART OF AN ACCESSIBLE ROUTE,
	THE RAMP
	LANDINGS SHALL NOT BE REQUIRED TO EXCEED 48 IN. (1220
	MM) IN
	THE DIRECTION OF TRAVEL, PROVIDED THAT THE RAMP HAS A
	STRAIGHT
	RUN.
	(6) ANY CHANGES IN TRAVEL DIRECTION SHALL BE MADE ONLY
	AT
	LANDINGS, UNLESS THE RAMP IS AN EXISTING RAMP.
	(7) RAMPS AND INTERMEDIATE LANDINGS SHALL CONTINUE WITH
	NO
	DECREASE IN WIDTH ALONG THE DIRECTION OF EGRESS TRAVEL.

	7.2.5.5 GUARDS AND HANDRAILS.
	7.2.5.5.1 GUARDS COMPLYING WITH 7.2.2.4 SHALL BE
	PROVIDED FOR
	RAMPS, UNLESS OTHERWISE PROVIDED IN 7.2.5.5.4.
	7.2.5.5.2 HANDRAILS COMPLYING WITH 7.2.2.4 SHALL BE
	PROVIDED
	ALONG BOTH SIDES OF A RAMP RUN WITH A RISE GREATER THAN
	6 IN. (150
	MM), UNLESS OTHERWISE PROVIDED IN 7.2.5.5.4.
	7.2.5.5.3 THE HEIGHT OF HANDRAILS AND GUARDS SHALL BE
	MEASURED
	VERTICALLY TO THE TOP OF THE GUARD OR RAIL FROM THE
	WALKING SURFACE
	ADJACENT THERETO.
	7.2.5.5.4 THE REQUIREMENTS OF 7.2.5.5.1 AND 7.2.5.5.2
	SHALL NOT
	APPLY TO GUARDS AND HANDRAILS PROVIDED FOR RAMPED
	AISLES IN
	ASSEMBLY OCCUPANCIES AS OTHERWISE PROVIDED IN CHAPTERS
	12 AND
	13.

	PETER LEDUC
	FIRE MARSHAL
	561-804-4709
	[email protected]

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2018-03-02			Cont ID
Sent By	gjohnson			Date	2018-03-02	Time	13:05	Rev Time	0.00
Received By	gjohnson			Date	2018-03-02	Time	13:05	Sent To

Notes

2018-02-15 14:19:27

B06

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	N	Date	2018-02-22			Cont ID
Sent By	jwitmer			Date	2018-02-22	Time	16:26	Rev Time	0.00
Received By	jwitmer			Date	2018-02-22	Time	16:26	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2018-02-20			Cont ID
Sent By	ccole			Date	2018-02-20	Time	15:05	Rev Time	0.00
Received By	ccole			Date	2018-02-20	Time	14:37	Sent To

Notes

2018-02-20 15:51:13	1ST REVIEW FBC-2017 MECHANICAL
	PERMIT #18020610
	2/20/18

	PLAN REVIEW RESULTS: DENIED.

	1) M-1.0: EXHAUST REQUIRED FOR THE LOCKER ROOM- TABLE
	403.1.1.

	2) M-1.0: VERIFY THAT THE 36"X48" ACCESS PANEL IS LARGE
	ENOUGH TO REMOVE AND REPLACE THE AIR HANDLER- SECTION
	306.1.

	3) M-2.0: CORRECT NOTE #13 WHICH IS REFERENCING THE
	OUTDATED 2014 FLORIDA ENERGY CONSERVATION CODE.


	WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
	CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
	PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
	KEEP THEM WITH THE SUBMITTALS.

	CHRISTOPHER L. COLE
	MECHANICAL PLANS EXAMINER
	401 CLEMATIS STREET
	WEST PALM BEACH FL 33401
	561-805-6719
	[email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2018-03-02			Cont ID
Sent By	gjohnson			Date	2018-03-02	Time	12:03	Rev Time	0.00
Received By	gjohnson			Date	2018-03-02	Time	12:03	Sent To

Notes

2018-03-02 13:04:53	1ST REVIEW: FBC 2017 6TH EDITION

	PLUMBING COMMENTS:

	1. SHT.A3.0.2 DETAIL #7 THE REAR WALL GRAB BAR SHALL BE
	36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE
	OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND
	24 INCHES MINIMUM ON THE OTHER SIDE. PER FBC ACC
	604.5.2

	2. SHT.A3.0.2 DETAIL #8 SHOWS A SHOWER SEAT PLEASE SHOW
	ON DETAIL #6 IT SHALL COMPLY WITH FBC ACC 608.5.1 ,
	608.3.2

	3. SHT.A3.0.2 DETAIL #3 THE SIDE WALL GRAB BAR SHALL BE
	42 INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM FROM
	THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE
	REAR WALL.

	4. SHT.A3.0.2 DETAIL #6 SHOW CLEAR FLOOR SPACE FOR
	LAVATORY. PER FBC ACC 606.2

	5. PLEASE SHOE CODE COMPLIANCE FOR FBC ACC 608.5.2
	STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.
	IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, THE
	CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
	LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
	INCHES ABOVE THE SHOWER FLOOR. WHERE A SEAT IS
	PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT
	SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE
	SEAT WALL AND SHALL BE LOCATED 27 INCHES MAXIMUM FROM
	THE SEAT WALL.

	6. PLEASE PROVIDE A WATER AND SANITARY ISOMETRIC
	DRAWING. PER WPB AMEND TO FBC 107.2.1.


	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
	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 REMOVE OR VOID
	THE PREVIOUSLY REVIEWED SHEETS.

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

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2018-02-27		Cont ID
Sent By	HT			Date	2018-02-27	Time	Rev Time
Received By	llouie			Date	2018-02-27	Time	Sent To

Notes

2018-02-27 17:44:52	FAILED

	PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
	COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
	APPLICABLE:

	1.) THE PROPOSED SCOPE OF WORK APPEARS TO BE THE
	CONVERSION OF AN EXISTING WAREHOUSE SPACE TO AN OFFICE
	USE. PER THE ZONING AND LAND DEVELOPMENT REGULATIONS
	(ZLDRS) MOST OFFICE USES ARE NOT PERMITTED IN THE
	INDUSTRIAL (I) ZONING DISTRICT. PLEASE PROVIDE
	ADDITIONAL INFORMATION ON THE PROPOSED USE OF SPACE.


	NOTES:

	* REVISION MAY RESULT IN ADDITIONAL COMMENTS.

	* CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
	QUESTIONS.

	* SCOPE OF WORK DOES NOT EXCEED 50% OF THE VALUE OF
	BUILDING.

	* ZONE: I