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Plan Review Details - Permit 17080987

Plan Review Stops For Permit 17080987

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2018-02-26			Cont ID
Sent By	jwitmer			Date	2018-02-26	Time	08:02	Rev Time	0.00
Received By	jwitmer			Date	2018-02-26	Time	07:29	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2017-11-14			Cont ID
Sent By	jwitmer			Date	2017-11-14	Time	07:59	Rev Time	0.00
Received By	jwitmer			Date	2017-11-13	Time	16:57	Sent To

Notes

2017-11-14 07:52:07	2014 FBC- BUILDING PLAN REVIEW
	W. P. B. REVISION: 17080987
	W. P. B. PERMIT: 15100589
	ADD: 1600 N. DIXIE HWY.
	CONT: R J S CONSTRUCTION
	TEL: 561-795-4712
	E-MAIL: [email protected]

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

	2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
	ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
	SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
	FLORIDA BUILDING CODE, BUILDING.

	1ST REVIEW
	DATE: MON. NOV. 13/ 2017
	ACTION: DENIED

	1) PLEASE NOTE FROM THE ISSUED PERMIT THERE HAS BEEN A
	CHANGE IN DESIGN PROFESSIONALS. UNDER THE PERMIT ISSUED
	15100589 THE ARCHITECT WAS NIKI L. NORTON AR 91827,
	UNDER THIS REVISION ARCHITECT VLAD DUMITRESCU AR 93102
	IS SHOWN AS THE ARCHITECT OF RECORD. PLEASE SHOW
	COMPLIANCE WITH THE:

	FLORIDA ADMINISTRATIVE CODE 61G-18.002(2) PRIOR TO
	SEALING, SIGNING AND DATING WORK, A SUCCESSOR
	REGISTERED ARCHITECT SHALL BE REQUIRED TO NOTIFY THE
	ORIGINAL REGISTERED ARCHITECT, HIS SUCCESSORS, OR
	ASSIGNS BY CERTIFIED LETTER TO THE LAST KNOWN ADDRESS
	OF THE ORIGINAL REGISTERED ARCHITECT OF THE SUCCESSOR'S
	INTENTION TO USE OR REUSE THE ORIGINAL REGISTERED
	ARCHITECT'S WORK. THE SUCCESSOR REGISTERED ARCHITECT
	WILL TAKE FULL RESPONSIBILITY FOR THE DRAWING AS THOUGH
	THEY WERE THE SUCCESSOR REGISTERED ARCHITECT'S ORIGINAL
	PRODUCT.

	2) THE ORIGINAL BUILDING DESIGN WAS LISTED AS A III-B
	UNSPRINKLERED BUILDING, THE NEW BUILDING DESIGN BY THE
	NEW ARCHITECT IS A V-B. THE COVERSHEET A-0 INDICATES
	THE BUILDING IS TO BE FIRE SPRINKLERED, THE WHOLE
	BUILDING OR ONLY THIS TENANT SPACE. NO FIRE SPRINKLER
	PLANS WERE SUBMITTED UNDER THIS REVIEW.107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	3) THE COVER SHEET INDICATES THIS IS TO BE A BUSINESS
	OCCUPANCY BUT THE FLOOR PLAN INDICATES A SQUARE FOOT
	AREA OF 1309 SQ. FT. OF SALES/ RECEPTION WITH AN
	OCCUPANT LOAD OF 13. PLEASE EXPLAIN WHY THIS AREA IS
	NOT A MERCANTILE OCCUPANCY SINCE IT IS A SALES FLOOR?
	107.2.1.3. THE OTHER ISSUE IN EITHER CASE OCCUPANT
	LOADS ARE NEVER ROUNDED DOWN YOU ALWAYS HAVE OCCUPANTS
	AS WHOLE PEOPLE. THE

	4) SHEET A-1 ACCESSIBLE DETAILS:
	4A) THE RESTROOM (WATER CLOSET) GRAB BARS SHOW THE
	DIMENSION FROM THE FINISH FLOOR TO THE CENTERLINE OF
	THE GRAB BAR, PLEASE NOTE UNDER THE 2014
	FBC-ACCESSIBILITY CODE THE DIMENSIONS ARE TAKEN FROM
	THE FINISH FLOOR TO THE TOP OF THE GRASPABLE SURFACE
	THIS WILL MAKE A ? INCH DIFFERENCE IN HEIGHT.

	ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB BARS.
	GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
	33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE
	FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
	SURFACE, NOT CENTERLINE.

	4B) THE ACCESSIBLE DETAIL UPPER LEFT PORTION OF THE
	SHEET SHOWS THE MAXIMUM HEIGHT OF THE MIRROR TO BE 40
	INCHES DRAWN TO THE BOTTOM EDGE OF THE MIRROR, PLEASE
	NOTE THE 40 INCHES MAXIMUM HEIGHT IS TO BE TAKEN FROM
	FINISH FLOOR TO THE BOTTOM EDGE OF THE REFLECTIVE
	MIRROR FINISH SEE ACCESSIBILITY CODE 603.3.

	4C) PLEASE NOTE THE HANDICAPPED SIGNAGE WITH TACTILE
	SURFACE IS INDICATED TO BE 5 FEET CANTERED ABOVE THE
	FINISH FLOOR. PLEASE ALSO REVIEW SECTION SIGNAGE.
	703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE
	CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM
	ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM
	THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60
	INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
	SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST
	TACTILE CHARACTER.

	4D) DETAIL # 3 THE LOUNGE ELEVATION SHOWS A MICROWAVE
	THE BOTTOM AT APPROXIMATELY 4 FOOT 6 INCHES ABOVE
	FINISH FLOOR.
	308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1
	UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.
	308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2
	OBSTRUCTED HIGH REACH.

	309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL
	BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES
	SPECIFIED IN 308. 309.4 OPERATION. OPERABLE PARTS SHALL
	BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
	GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE
	REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
	(22.2 N) MAXIMUM.

	4E) THE DETAIL # 3 ALSO SHOWS THERE TO BE A SINK IN THE
	LOUNGE AREA BUT THE ELEVATION DETAIL DOES NOT PROVIDE A
	VERTICAL DIMENSION FOR THE SINK ELEVATION. 2014
	FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT.
	LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
	OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
	(865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

	5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
	& REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
	NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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
	CONSTRUCTION SERVICES 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	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2017-08-31			Cont ID
Sent By	jwitmer			Date	2017-08-31	Time	15:49	Rev Time	0.00
Received By	jwitmer			Date	2017-08-25	Time	06:30	Sent To

Notes

2017-08-31 15:49:05

FEES NOT PAID NO REVIEW. 08/31/2017. JW

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2018-03-13			Cont ID
Sent By	jpearson			Date	2018-03-13	Time	13:51	Rev Time	0.00
Received By	jpearson			Date	2018-03-12	Time	16:23	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2017-11-16			Cont ID
Sent By	jleahy			Date	2017-11-16	Time	13:02	Rev Time	0.00
Received By	jpearson			Date	2017-11-16	Time	13:02	Sent To	M

Notes

2017-11-16 13:01:34	CODES IN EFFECT:
	FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
	FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
	5TH EDITION
	FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
	NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
	FS = FLORIDA STATUTES

	ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.

	1. EMERGENCY AND EXIT LIGHTS ARE REQUIRED TO BE FED
	FROM THE GENERAL LIGHTING CIRCUIT IN THE AREA. PROVIDE
	CORRECTION. NEC 700.12(F)
	2. PROVIDE THE ADDITIONAL LIGHTING CONTROLS STIPULATED
	IN THE FBC ENERGY CODE. MANY AREAS DO NOT SHOW THE
	AUTOMATIC CONTROL REQUIRED. FBC CE 405.2.2, 405.2.2.2
	3. MECHANICAL SHEET SHOWS THE RTU'S AS 208 VOLT, BUT
	PANEL SCHEDULE SHOWS THE WIRING AS 120 VOLT. PROVIDE
	CORRECTION. FBC 107.2.1; NEC 408.4
	4. TWO OF THE RTU'S ON POWER PLAN ARE MARKED AS RTU-2.
	PROVIDE CORRECTION. FBC 107.2.1
	5. WIRE SIZE FROM GUTTER TO METER CAN IS SHOWN AS # 3.
	THIS SIZE WIRE IS NOT RATED FOR 200 AMPS. PROVIDE
	CORRECTION. NEC 310.15(B)(16)
	6. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
	SERVICE. NEC 250.94
	7. PROVIDE LOAD CALCULATION FOR SERVICE, INCLUDE
	EXISTING AND NEW LOADS TO CONFIRM CAPACITY OF SERVICE
	IS ADEQUATE. NEC 215.2, 220, 408.30
	8. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
	PANEL INCLUDING 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.
	NEC 110.9, 110.10
	9. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
	8.4.2. FBC CE 405.7.1
	10. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED
	SEPARATE PERMITS AND DATA SPECIFICATION SHEET
	SUBMITTALS WHERE APPLICABLE FOR LOW VOLTAGE SYSTEMS,
	FIRE ALARM, CCTV, PHONE AND DATA, WIRELESS SYSTEMS,
	WALK-IN COOLERS, HOODS, ETC. FBC 105.1, 107.2.1
	11. PROVIDE SPEC SHEET FOR TANKLESS WATER HEATER. WITH
	INFORMATION PROVIDED, IT APPEARS THE CIRCUIT TO THIS
	UNIT IS UNDERSIZED. 13,500 WATTS/208 VOLTS = 64.9 AMPS.
	A 60 AMP CIRCUIT IS SHOWN IN PANEL SCHEDULE. NEC 110.3,
	215.2, 310.15(B)(16)
	12. PROVIDE GFCI PROTECTED OUTLET FOR SERVICING OF A/C
	EQUIPMENT ON ROOF PER CODE. NEC 210.63


	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	2	Status	P	Date	2018-02-14			Cont ID
Sent By	pleduc			Date	2018-02-14	Time		Rev Time	0.00
Received By	pleduc			Date	2018-02-14	Time	10:05	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2017-08-30			Cont ID
Sent By	pleduc			Date	2017-08-30	Time		Rev Time	0.00
Received By	pleduc			Date	2017-08-30	Time	13:02	Sent To

Notes

2017-08-30 13:38:21	THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:



	1) SHEET A 0 - THERE IS AN INDICATION OF A FIRE
	SPRINKLER SYSTEM BY OTHERS. RECORDS INDICATE THAT THIS
	BUILDING IS NOT EQUIPPED WITH AN EXISTING FIRE
	SPRINKLER SYSTEM.

	PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
	FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
	POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
	APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
	CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
	AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
	SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
	AND ANY PERFORMANCE BASED INFORMATION SUCH AS
	PRE-ENGINEERED SYSTEMS.

	61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
	ENGINEERING
	DOCUMENTS.
	(1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
	SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
	IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
	DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
	WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
	DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
	MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
	UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
	SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
	(2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
	SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
	ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
	COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
	AND STANDARDS, WHERE AVAILABLE.
	(3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
	SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
	SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
	ENGINEERING DOCUMENTS.
	(4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
	PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
	DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
	ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
	AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
	TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
	ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
	SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
	ENGINEERING DOCUMENTS.
	(5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
	BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
	FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
	BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
	(6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
	FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
	ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
	COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
	ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
	OF RECORD FOR THE FIRE PROTECTION SYSTEM.
	(7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
	SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
	RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
	ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
	UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
	(8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
	OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
	IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
	PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
	SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
	OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
	SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
	SYSTEM ENGINEERING DOCUMENTS.
	SPECIFIC AUTHORITY 471.008, 471.033(2), FS
	LAW IMPLEMENTED 471.005(7), 471.033(2), FS
	HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
	4-2-2000, 6-26-01

	61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
	SYSTEMS.
	(1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
	ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
	DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
	CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
	WATER MAINS AND DEDICATED FIRE PROTECTION WATER
	SOURCES.
	(2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
	SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
	INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
	APPLICABLE:
	(A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
	SUPPLY AS DEFINED BY 633.021(18) F.S.
	(B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
	CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
	STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
	CONCLUSIONS.
	(C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
	AREA.
	(D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
	DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
	EACH SEPARATE 42 HAZARD OCCUPANCY.
	(E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
	MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
	CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
	NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
	DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
	DEMANDING DESIGN AREA.
	(F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
	FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
	CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
	STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
	RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
	LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
	SERVICE.
	(G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
	POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
	WATER.
	(H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
	RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
	SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
	(MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
	LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
	WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
	TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
	THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
	PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
	MEASURES.
	(I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
	DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
	INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
	(J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
	AND INTERIOR FIRE PROTECTION COMPONENTS.
	(3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
	MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
	DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
	APPROVAL AND DOCUMENTATION.
	(4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
	INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
	OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
	ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
	CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
	SPECIFIC AUTHORITY 471.008, 471.033(2), FS
	LAW IMPLEMENTED 471.005(7), 471.033(2), FS
	HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
	4-2-2000, 6-26-01, 7-12-05

	PLEASE PROVIDE THE REQUIRED DOCUMENTS WITH THIS PERMIT
	EITHER IN DRAWING OR NARRATIVE FORM SIGNED AND SEALED
	BY A QUALIFIED ENGINEER.

	SHOP DRAWING CAN THEN BE SUBMITTED SEPARATELY AT A
	LATER DATE BASED ON THE 61G DOCUMENTS.




	2) SHEET A 2 - THERE ARE INDICATIONS OF FIRE ALARM
	EQUIPMENT. ANY FIRE ALARM WORK SHALL BE DONE UNDER
	SEPARATE SHOP DRAWING BY CERTIFIED LIFE SAFETY
	CONTRACTORS.

	PLEASE PROVIDE AN APPLICABLE NOTE OF COMPLIANCE.




	3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
	REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
	ABOVE.



	4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
	RE-SUBMITTAL OF THE ABOVE.


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

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2018-03-14			Cont ID
Sent By	gjohnson			Date	2018-03-14	Time	07:09	Rev Time	0.00
Received By	gjohnson			Date	2018-02-12	Time	14:33	Sent To

Notes

2018-02-13 14:33:17

B21

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2017-11-17			Cont ID
Sent By	gjohnson			Date	2017-11-17	Time	17:09	Rev Time	0.00
Received By	gjohnson			Date	2017-11-02	Time	09:23	Sent To

Notes

2017-11-07 09:23:52

B04

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2017-09-13			Cont ID
Sent By	skennedy			Date	2017-09-13	Time	10:03	Rev Time	0.00
Received By	skennedy			Date	2017-08-29	Time	10:48	Sent To

Notes

2017-08-29 10:48:48

B15

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2017-08-25			Cont ID
Sent By	skennedy			Date	2017-08-25	Time	08:33	Rev Time	0.00
Received By	skennedy			Date	2017-08-21	Time	09:34	Sent To

Notes

2017-08-25 08:34:17	ADVISED APPLICANT TO PAY REVIEW FEES AND TO EXPLAIN
	STATUS OF OTHER EXPIRED PERMITS AT SAME LOCATION.
2017-08-23 09:34:55	B04

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	N	Date	2017-08-25			Cont ID
Sent By	jwitmer			Date	2017-08-25	Time	06:34	Rev Time	0.00
Received By	jwitmer			Date	2017-08-25	Time	06:34	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2018-03-05			Cont ID
Sent By	ccole			Date	2018-03-05	Time	17:18	Rev Time	0.00
Received By	ccole			Date	2018-03-05	Time	17:13	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	P	Date	2017-11-13			Cont ID
Sent By	ccole			Date	2017-11-13	Time	13:36	Rev Time	0.00
Received By	ccole			Date	2017-11-13	Time	13:13	Sent To

Notes

2017-11-13 13:38:51	MECHANICAL PROVISO:

	MANUFACTURER'S SPECIFICATIONS FOR THE COOKTOP, OVEN,
	AND EXHAUST HOOD SHALL BE ONSITE AT TIME OF INSPECTION.
	CCOLE-11/13/17

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2018-03-14			Cont ID
Sent By	gjohnson			Date	2018-03-14	Time	07:08	Rev Time	0.00
Received By	gjohnson			Date	2018-03-14	Time	06:29	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2017-11-17			Cont ID
Sent By	gjohnson			Date	2017-11-17	Time	16:32	Rev Time	0.00
Received By	gjohnson			Date	2017-11-17	Time	10:47	Sent To

Notes

2017-11-17 17:09:22	1ST REVIEW: FBC 2014 5TH EDITION

	PLUMBING COMMENTS:

	1. SHOW COMPLIANCE WITH THE WATER CLOSET SHALL BE
	POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO
	ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE
	16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE
	WALL OR PARTITION. PER FBC ACC 604.2

	2. THE GRAB BARS SHALL BE MEASURE FROM FINISHED FLOOR
	TO THE TOP OF THE GRIPPING SURFACE. PER FBC ACC 609.4

	3. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
	SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
	OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
	DISPENSER. FBC ACC 604.7

	4. THE LOUNGE SINK SHALL COMPY WITH FBC ACC 606.2 CLEAR
	FLOOR SPACE.
	A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
	A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
	COMPLYING WITH 306 SHALL BE PROVIDED.
	606.3 HEIGHT.
	LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
	OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
	(865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

	5. A GREASE TRAP IS REQUIRED ON KITCHEN SINK ONLY. PER
	FBC PL 1003.3.1

	6. WHERE FOOD WASTE GRINDERS CONNECT TO GREASE
	INTERCEPTORS, A SOLIDS INTERCEPTOR SHALL SEPARATE THE
	DISCHARGE BEFORE CONNECTING TO THE GREASE INTERCEPTOR.
	SOLIDS INTERCEPTORS AND GREASE INTERCEPTORS SHALL BE
	SIZED AND RATED FOR THE DISCHARGE OF THE FOOD WASTE
	GRINDER. EMULSIFIERS, CHEMICALS, ENZYMES AND BACTERIA
	SHALL NOT DISCHARGE INTO THE FOOD WASTE GRINDER. PER
	FBC PL 1003.3.2

	7. ON SHT A-4 THE SANITARY AND WATER RISER DIAGRAMS ARE
	LABELED INCORRECTLY PLEASE CLARIFY. PER WPB AMEND TO
	FBC 107.2.1

	8. BRANCH DRAIN FROM KITCHEN SHALL CONNECT TO BUILDING
	DRAIN DOWN STREAM OF BATHROOM GROUP. PER FBC PL 912.1

	9. HORIZONTAL DRY VENTS ARE PROHIBITED THE WENTS ON THE
	MOP SINK AND MENS WC SHALL COMPLY WITH FBC PL 905.3,
	905.4

	10. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
	AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
	FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
	VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
	APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
	CONFORMS TO ASSE 1070 OR CSA B125.3. PER FBC PL 416.5

	11. PLEASE PROVIDE MANUFACTURE SPECIFICATIONS FOR THE
	TANKLESS HEATER AND THE GREASE TRAP. PER WPB AMEND TO
	FBC 107.2.1

	12. PLEASE PROVIDE SIZING CALCULATIONS FOR GREASE TRAP.
	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	2	Status	P	Date	2018-02-22			Cont ID
Sent By	eschneid			Date	2018-02-22	Time	15:24	Rev Time	0.25
Received By	eschneid			Date	2018-02-22	Time	15:10	Sent To

Notes

2018-02-22 15:25:09	PASSED W/PROVISO

	THE PAVING PERMIT NO. 17050422 AND LANDSCAPE PERMIT NO.
	17071228 MUST BE APPROVED, INSTALLED AND PASS
	INSPECTIONS PRIOR TO THE FINAL (104) INSPECTION FOR
	THIS PERMIT (NO. 17080987).

Review Stop	Z			ZONING
Rev No	1	Status	P	Date	2017-11-14			Cont ID
Sent By	eschneid			Date	2017-11-14	Time	13:40	Rev Time	0.25
Received By	eschneid			Date	2017-11-14	Time	10:53	Sent To

Notes

2017-11-14 14:28:52	PASSED W/PROVISO

	THE PAVING PERMIT NO. 17050422 AND LANDSCAPE PERMIT NO.
	17071228 MUST BE APPROVED, INSTALLED AND PASS
	INSPECTIONS PRIOR TO THE FINAL (104) INSPECTION FOR
	THIS PERMIT (NO. 17080987).