City of West Palm Beach eGovPlus

Plan Review Details - Permit 19021196

Plan Review Stops For Permit 19021196

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2019-08-27			Cont ID
Sent By	dbattles			Date	2019-08-27	Time	16:08	Rev Time	0.00
Received By	dbattles			Date	2019-08-27	Time	16:08	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2019-06-27			Cont ID
Sent By	dbattles			Date	2019-06-27	Time	07:57	Rev Time	0.00
Received By	dbattles			Date	2019-06-27	Time	07:57	Sent To

Notes

2019-06-27 08:23:54	PROVISOS:
	DEFERRED SUBMITTAL LIST FOUND ON SHEET A0.1
	GENERATOR TO BE SUBMITTED AS STAND ALONE PERMIT
	STEEL JOISTS/TRUSSES
	LOUVERS
	WINDOWS/DOORS
	CANOPIES (SEPARATE PERMIT)

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2019-04-25			Cont ID
Sent By	dbattles			Date	2019-04-25	Time	13:23	Rev Time	0.00
Received By	dbattles			Date	2019-04-22	Time	13:02	Sent To

Notes

2019-04-25 13:30:18	**CORRECTIONS**
	W.P.B. PERMIT: 19021196
	REVIEWED: APRIL 25, 2019

	DYLAN BATTLES
	BUILDING PLANS EXAMINER PX4191
	[email protected]
	561-805-6718

	FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017)
	FBC[B] = FBC BUILDING
	FBC[EXISTING] = FBC EXISTING BUILDING
	FBC[A] = FBC ACCESSIBILITY
	FBC[E] = FBC ENERGY CONSERVATION
	FBC[R] = FBC RESIDENTIAL

	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 6/29/14, AND
	THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
	GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
	ORDINANCE. 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. SEC. 78-129. - PUBLIC ART ASSESSMENT FOR
	PRIVATE DEVELOPMENT. (A) APPLICABILITY. THE PROVISIONS
	OF THIS ARTICLE AND THE PUBLIC ART ASSESSMENT SECTION
	SHALL APPLY TO ALL PRIVATE DEVELOPMENT PROJECTS,
	INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
	IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
	CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
	$750,000.00. ALL BUILDINGS WITHIN NEW PLANNED
	DEVELOPMENTS SHALL BE ASSESSED CUMULATIVELY TOWARDS
	THIS ART IN PUBLIC PLACES REQUIREMENT, EVEN IF THE
	BUILDINGS ARE PERMITTED SEPARATELY OR DEVELOPED IN
	PHASES. THE PROVISIONS OF THIS SECTION APPLY TO NEW
	DEVELOPMENT OR NEW CONSTRUCTION WITHIN EXISTING PLANNED
	DEVELOPMENTS.
	- THIS PROJECT MEETS THE CRITERIA TO PROVIDE AIPP.
	PLEASE CONTACT: MS. SYBILLE WELTER ART IN PUBLIC PLACES
	COORDINATOR 822-1515 E-MAIL: [email protected]

	2) 106.1 FBC[AMENDED] LIVE LOADS POSTED. WHERE THE LIVE
	LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
	COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
	DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN
	LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER
	IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING
	DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE
	SUCH NOTICES?
	- 106.2 FBC[AMENDED] ISSUANCE OF CERTIFICATE OF
	OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
	SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
	SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
	(MECHANICAL LOFTS?)

	3) 107.2.5 FBC[AMENDED] PROVIDE SURVEY OF PROPERTY
	SHOWING EASEMENTS AND DISTANCE FROM PROPERTY LINES TO
	NEW STRUCTURE.

	4) 107.2.5 FBC[AMENDED](FL. STATUTE 472.025)SURVEY TO
	BE SIGNED AND SEALED BY THE SURVEYOR OF RECORD.

	5) 107.3.5 FBC[AMENDED] STRUCTURAL DRAWING CALL FOR
	LIGHT GAGE STEEL, METAL DECKING AND 5/8 PLYWOOD. ABOVE
	METAL DECKING. SHEET A6.1 SHOWS INSULATION AND THEN
	PLYWOOD.
	- COORDINATE THESE DETAILS AND PROVIDE ATTACHMENT
	DETAIL AND SPACING FOR THE ROOF DECK.

	6) 107.5.3 FBC[AMENDED] CODE EDITION.
	- SHEET A0.1 REFER TO IBC IN SECTION 12 AND 13. PLEASE
	CHANGE TO FBC.

	7) 301.1 FBC[E] CLIMATE ZONE TABLE.
	- SHEET A0.1 IN ENERGY CODE SECTION REFERS TO ZONE 2A.
	THE PROPOSED STRUCTURE IS IN ZONE 1A. PLEASE REVIEW AND
	UPDATE.

	8) 319 FBC[R] ADDRESS IS NEEDED FOR THIS BUILDING. THE
	PERMIT CANNOT BE ISSUED UNTIL AND ADDRESS HAS BEEN
	ASSIGNED TO THE PROPERTY.
	- PLEASE CALL MICHAEL ORIO BY PHONE AT 561-494-1080, OR
	BY E-MAIL [email protected]

	9) 401.2 FBC[CE] APPLICATION. COMMERCIAL BUILDINGS
	SHALL COMPLY WITH ONE OF THE FOLLOWING:
	1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
	EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
	2. THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
	ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
	SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
	SECTION C406.1.1.
	3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
	C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
	ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
	OF THE STANDARD REFERENCE DESIGN BUILDING.
	- IS OPTION 2 BEING UTILIZED FOR THIS PROJECT? PLEASE
	REVIEW CODE SECTIONS BEING REFERENCEED ON SHEET A0.1.
	YOU SHOULD BE REFERING TO CHAPTER 4 OF FBC ENERGY 2017
	6TH EDITION. USING TABLEC402.4 IS OK, BUT SHGC SHOULD
	BE FOR ZONE 1. IT LOOKS LIKE ZONE 2 DATA WAS USED.

	10) 606.2 FBC[A] 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.
	- PROVIDE DIMENSION, OR SHOW CLEAR FLOOR SPACE,
	ACCESSIBLE STALLS ON ENLARGED BATHROOMS DRAWINGS SHEET
	A7.4. (FOR OTHER COMMENTS SEE PLUMBING REVIEW)

	11) 1028.4 FBC[B] EGRESS COURTS.
	A. ARE THE GATES AT THE COURTYARDS ABLE TO BE OPENED
	FROM THE EGRESS SIDE?
	B. ARE THERE ANY CLOSERS ON DOORS? IF SO PLEASE ADD TO
	DOOR SCHEDULE.

	12) 1604.3.1 FBC[B] DEFLECTIONS. THE DEFLECTIONS OF
	STRUCTURAL MEMBERS SHALL NOT EXCEED THE MORE
	RESTRICTIVE OF THE LIMITATIONS OF SECTIONS 1604.3.2
	THROUGH 1604.3.5 OR THAT PERMITTED BY TABLE 1604.3.
	- IF STRUCTURAL CALCULATIONS ARE AVAILABLE, PLEASE
	UPLOAD INTO SUPPORTING DOCUMENTS.

	13) 1606.2 FBC[B] DESIGN DEAD LOAD. FOR PURPOSES OF
	DESIGN, THE ACTUAL WEIGHTS OF MATERIALS OF CONSTRUCTION
	AND FIXED SERVICE EQUIPMENT SHALL BE USED. IN THE
	ABSENCE OF DEFINITE INFORMATION, VALUES USED SHALL BE
	SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL.
	- (PLEASE PROVIDE DEAD LOAD DATA)

	14) 1607.3 FBC[B] UNIFORM LIVE LOADS. THE LIVE LOADS
	USED IN THE DESIGN OF BUILDINGS AND OTHER STRUCTURES
	SHALL BE THE MAXIMUM LOADS EXPECTED BY THE INTENDED USE
	OR OCCUPANCY BUT SHALL IN NO CASE BE LESS THAN THE
	MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS GIVEN IN TABLE
	1607.1.
	- (SEE TABLE 1607.1 FOR MINIMUM LIVE LOADS)

	15) 1816.1 FBC[B] TERMITE PROTECTION. TERMITE
	PROTECTION SHALL BE PROVIDED BY REGISTERED
	TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
	BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR
	OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
	FOR USE AS A PREVENTATIVE TREATMENT TO NEW
	CONSTRUCTION. SEE SECTION 202, ?REGISTERED
	TERMITICIDE.? UPON COMPLETION OF THE APPLICATION OF THE
	TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
	COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT
	BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
	FOLLOWING STATEMENT: ?THE BUILDING HAS RECEIVED A
	COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
	TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND
	LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
	AGRICULTURE AND CONSUMER SERVICES.?
	- DO PLANS INDICATE TERMITE TREATMENT? PLEASE INDICATE
	PAGE, OR ADD NOTES AS APPLICABLE TO 1816.1.

	16) 2207.4 FBC[B] STEEL JOIST DRAWINGS. STEEL JOIST
	PLACEMENT PLANS SHALL BE PROVIDED TO SHOW THE STEEL
	JOIST PRODUCTS AS SPECIFIED ON THE APPROVED
	CONSTRUCTION DOCUMENTS AND ARE TO BE UTILIZED FOR FIELD
	INSTALLATION IN ACCORDANCE WITH SPECIFIC PROJECT
	REQUIREMENTS AS STATED IN SECTION 2207.2. STEEL JOIST
	PLACEMENT PLANS SHALL INCLUDE, AT A MINIMUM, THE
	FOLLOWING:
	1. LISTING OF APPLICABLE LOADS AS STATED IN SECTION
	2207.2 AND USED IN THE DESIGN OF THE STEEL JOISTS AND
	JOIST GIRDERS AS SPECIFIED IN THE APPROVED CONSTRUCTION
	DOCUMENTS.
	2. PROFILES FOR JOIST AND JOIST GIRDER CONFIGURATIONS
	THAT DIFFER FROM THOSE DEFINED BY THE SJI
	SPECIFICATIONS LISTED IN SECTION 2207.1.
	3. CONNECTION REQUIREMENTS FOR: 3.1. JOIST SUPPORTS.
	3.2. JOIST GIRDER SUPPORTS. 3.3. FIELD SPLICES. 3.4.
	BRIDGING ATTACHMENTS.
	4. LIVE AND TOTAL LOAD DEFLECTION CRITERIA FOR JOISTS
	AND JOIST GIRDER CONFIGURATIONS THAT DIFFER FROM THOSE
	DEFINED BY THE SJI SPECIFICATIONS LISTED IN SECTION
	2207.1.
	5. SIZE, LOCATION AND CONNECTIONS FOR BRIDGING.
	6. JOIST HEADERS. STEEL JOIST PLACEMENT PLANS DO NOT
	REQUIRE THE SEAL AND SIGNATURE OF THE JOIST
	MANUFACTURER?S REGISTERED DESIGN PROFESSIONAL.
	- PROVIDE PRE-ENGINEERED ROOF TRUSS SUBMITTAL, OR
	INDICATE THAT IT WILL BE A DEFERRED SUBMITTAL. (SEE
	BELOW FOR DEFERRED SUBMITTALS)

	107.3.4.1 FBC[AMENDED] 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.

	17) PLEASE PROVIDE A LIST OF DEFERRED SUBMITTALS SO
	THAT I WILL NOT ASK FOR ITEMS THAT WILL BE SUPPLIED AT
	A LATER DATE, OR INDICATE WHICH PAGE A LIST CAN BE
	FOUND. SOME ITEMS THAT CAN BE DEFERRED INCLUDE WINDOWS,
	DOORS, ROOFING, ROOF TRUSSES AND OTHERS THAT APPLY TO
	THIS PROJECT.

	18) SEPARATE PERMIT NEEDED FOR GENERATOR.

	NOTES:

	-PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
	EACH COMMENT IS BEING ADDRESSED.

	-COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS.
	FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE
	REQUIRED.

	-ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
	OF MATERIALS REQUESTED.

	PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
	8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	3	Status	P	Date	2019-09-06			Cont ID
Sent By	jpearson			Date	2019-09-06	Time	09:51	Rev Time	0.00
Received By	jpearson			Date	2019-09-06	Time	09:51	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2019-07-22			Cont ID
Sent By	jpearson			Date	2019-07-22	Time	16:12	Rev Time	0.00
Received By	jpearson			Date	2019-07-22	Time	16:12	Sent To

Notes

2019-07-22 15:35:35	CODES IN EFFECT:
	FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
	WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
	6TH ED, CHAPTER 1.
	FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
	6TH EDITION
	FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 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.

	PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
	SATISFACTORILY ARE MARKED AS CORRECTED. PREVIOUS
	COMMENTS THAT HAVE NOT BEEN ADDRESSED SATISFACTORILY
	HAVE ADDITIONAL COMMENTS IN PARENTHESES. ANY NEW
	COMMENTS WILL BE LISTED AFTER PREVIOUS COMMENTS.

	1. CORRECTED.
	2. CORRECTED.
	3. CORRECTED.
	4. CORRECTED.
	5. CORRECTED.
	6. CORRECTED.

	NEW COMMENT:

	7. NO ELECTRICAL ISSUES REMAIN. HOWEVER, THE SIGNATURE
	ISSUE MUST BE CORRECTED BEFORE PLAN CAN BE APPROVED.
	SEE SIGNATURE COMMENTS. WPB FBC 107.1

	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 THE PREVIOUSLY
	REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
	SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
	SHEETS.

	SINCERELY,

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

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2019-04-11			Cont ID
Sent By	jpearson			Date	2019-04-11	Time	15:43	Rev Time	0.00
Received By	jpearson			Date	2019-04-09	Time	15:54	Sent To

Notes

2019-04-11 15:43:52	CODES IN EFFECT:
	FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
	WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
	6TH ED, CHAPTER 1.
	FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
	6TH EDITION
	FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 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. SHEET E2.3 AND E2.4, NOTE 2 STATES THAT WATER
	FOUNTAIN GFCI RECEPTACLES SHOULD BE INSTALLED WITHIN
	THE ENCLOSURE OF THE WATER FOUNTAIN. GFCI RECEPTACLES
	FOR WATER FOUNTAINS ARE REQUIRED TO BE READILY
	ACCESSIBLE. PROVIDE CORRECTION. NEC 422.5, 422.52
	2. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
	DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
	SYSTEMS, WALK IN COOLERS, SIGNS, SITE LIGHTING, AND
	SWIMMING POOLS (WHERE APPLICABLE) ARE NOT INCLUDED IN
	THE SCOPE OF THIS PLAN REVIEW. PROVIDE A BLOCK NOTE
	INDICATING THE REQUIRED SEPARATE PERMITS AND PLAN
	SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. WPB FBC
	105.1, 107.2.1
	3. ATS-MAIN DOES NOT APPEAR TO HAVE THE CLEARANCE IN
	THE FRONT AS REQUIRED PER NEC 110.26. PROVIDE
	CLARIFICATION AND/OR CORRECTION. NEC 110.26
	4. PROVIDE CLARIFICATION FOR DESIGN THAT INCLUDES TWO
	TRANSFER SWITCHES. ATS-MAIN IS FED FROM THE GENERATOR
	AND FPL, AND THEN FEEDS MSB. ATS-LS IS FED FROM MSB AND
	THE GENERATOR. SO, IN LOSS OF POWER, THE GENERATOR
	WOULD ENERGIZE MSB, THEREBY FEEDING ATS_LS AGAIN AS IT
	WOULD UNDER NORMAL POWER. THIS WOULD MAKE THE TRANSFER
	SWITCH THINK NORMAL POWER HAS RETURNED AND POSSIBLY NOT
	TRANSFER? OR TRANSFER ONCE THE GENERATOR ALLOWS ONLY TO
	IMMEDIATELY TRANSFER BACK? WHAT IS THE POINT OF THIS
	TRANSFER SWITCH IF ALL LOADS ARE ALREADY CAPABLE OF
	BEING FED BY THE GENERATOR? PROVIDE CLARIFICATION
	AND/OR CORRECTIONS AS NEEDED. WPB FBC 107.2.1; NEC
	110.3
	5. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
	SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
	AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
	6. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES
	EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN
	RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR
	LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC C405.4.2

	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 THE PREVIOUSLY
	REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
	SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
	SHEETS.

	SINCERELY,

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

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	P	Date	2019-09-09		Cont ID
Sent By	rrossano			Date	2019-09-09	Time	Rev Time	0.00
Received By	rrossano			Date	2019-09-09	Time	Sent To

Notes

2019-09-09 07:37:05

REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E18110025.

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2019-07-26			Cont ID
Sent By	shill			Date	2019-07-26	Time	16:02	Rev Time	0.00
Received By	shill			Date	2019-07-26	Time	16:02	Sent To

Notes

2019-07-26 16:03:13	CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
	APPLICATION IF REQUIRED
	HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
	/FORMS,-PERMITS-APPLICATIONS

	ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE

	MAIN PHONE: (561) 822-1200

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2019-03-22			Cont ID
Sent By	shill			Date	2019-03-22	Time	16:35	Rev Time	0.00
Received By	shill			Date	2019-03-22	Time	16:35	Sent To

Notes

2019-03-22 16:36:29	CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
	APPLICATION IF REQUIRED
	HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
	/FORMS,-PERMITS-APPLICATIONS

	ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE

	MAIN PHONE: (561) 822-1200

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	P	Date	2019-08-07			Cont ID
Sent By	pleduc			Date	2019-08-07	Time		Rev Time	0.00
Received By	pleduc			Date	2019-08-07	Time	11:44	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2019-07-05			Cont ID
Sent By	pleduc			Date	2019-07-05	Time		Rev Time	0.00
Received By	pleduc			Date	2019-07-05	Time	15:56	Sent To

Notes

2019-07-05 16:03:12	THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:


	1) THIS IS A NEW BUILDING WITH NO EXISTING FIRE
	SPRINKLERS. SHOP DRAWINGS CAN ONLY BE SUBMITTED AFTER
	THE REQUIRED F.A.C. 61G ARE SUBMITTED WITH THIS MASTER
	PERMIT.

	THE REQUIRED DOCUMENTS CAN BE EITHER IN WRITTEN
	NARRATIVE FORM SIGNED AND SEALED BY AN EOR OR FIRE
	SPRINKLER DRAWINGS.

	HOWEVER, THEY MUST MEET THE MINIMUM REQUIREMENTS.

	FAC 61G15-32.002 DEFINES THE FIRE PROTECTION SYSTEM
	ENGINEERING DOCUMENT (5) AS WELL AS THE FIRE PROTECTION
	SYSTEM LAYOUT DOCUMENT (6). 61G15-32.003 OUTLINES THE
	COMMON REQUIREMENTS TO ALL FIRE PROTECTIONS ENGINEERING
	DOCUMENTS WITH 32.004 (2) (A-J) OUTLINING THE MINIMUM
	INFORMATION TO BE PROVIDED ON FIRE PROTECTION
	ENGINEERING DOCUMENTS FOR WATER BASED SYSTEMS. AS
	STATED IN THE DEFINITIONS, THE CONTRACTOR IS TO DEVELOP
	THE LAYOUT DOCUMENTS BASED ON THE DESIGN CRITERIA
	PROVIDED IN THE FIRE PROTECTION ENGINEERING DOCUMENTS
	BY THE ENGINEER OF RECORD FOR THE FIRE SPRINKLER
	SYSTEM. THE FIRE PROTECTION SYSTEM ENGINEERING
	DOCUMENTS ARE SUBMITTED FOR THE MASTER PERMIT (BUILDING
	PERMIT PER FBC) AND THE LAYOUT DOCUMENTS ARE SUBMITTED
	FOR THE FIRE SPRINKLER INSTALLATION PERMIT.

	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.

	61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
	DOCUMENTS.
	(1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
	PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
	INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
	PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
	RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
	61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
	SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
	EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
	WILL CONFORM TO THE PROVISIONS OF THE FLORIDA BUILDING
	CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
	LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
	BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
	(A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
	REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
	RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
	EXPERIENCE.
	(B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
	STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
	THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
	ARE INTENDED TO CONFORM TO.
	(C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
	RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
	THE SYSTEM.
	(D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
	SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
	DOCUMENTS.
	(E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
	FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
	ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
	STATED PURPOSE OF THESE RESPONSIBILITY RULES.
	(2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
	BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
	DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
	CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
	OF SUCH DOCUMENTS.
	(3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
	ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
	CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
	ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
	SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
	RESPONSIBILITY.
	(4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
	DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
	ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
	(5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
	ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
	FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
	AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
	INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
	REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
	WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
	AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
	PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
	AGENCY APPROVAL ACTION ON THE SAME PROJECT.
	SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
	IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
	1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.


	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 FOR THE REQUIRED EOR DOCUMENTS.



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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2019-03-18		Cont ID
Sent By	J.Walker			Date	2019-03-18	Time	Rev Time
Received By				Date	2019-03-12	Time	Sent To	B

Notes

2019-03-18 08:43:36	NEED REQUIRED 61G15.32-004 DOCUMENTS
	SHOP DRAWINGS FOR FIRE SPRINKLER SYSTEM

Review Stop	G			GAS REVIEW
Rev No	3	Status	P	Date	2019-08-28			Cont ID
Sent By	rmcdouga			Date	2019-08-28	Time	06:42	Rev Time	0.00
Received By	rmcdouga			Date	2019-08-20	Time	19:38	Sent To

Notes

2019-08-28 06:45:21

REVIEWED BY TIM HUNT (CONTRACT EMPLOYEE).

Review Stop	G			GAS REVIEW
Rev No	2	Status	F	Date	2019-07-16			Cont ID
Sent By	gjohnson			Date	2019-07-16	Time	15:56	Rev Time	0.00
Received By	gjohnson			Date	2019-07-16	Time	15:56	Sent To

Notes

2019-07-16 16:25:52	1ST REVIEW:
	2017 FLORIDA BUILDING CODE 6TH EDITION
	2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
	2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
	EDITION
	2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
	2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
	2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
	EDITION
	2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
	EDITION

	GAS COMMENTS: PREVIOUS COMMENTS

	3) SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE,
	TERMINATION POINT, HEIGHT ABOVE THE ROOF AND ANCHORING
	DETAILS OF THE GAS VENT(S) PER 2017 FBC-FUEL GAS SECS.
	502 THRU 505
	DETAIL PROVIDED IS INSUFFICIENT PLEASE PROVIDE THE
	FOLLOWING INFORMATION A) THE TYPE OF VENT OR EXHAUST
	PIPING. B) LOCATION OF TERMINATION POINT. C) LENGTH OF
	THE VENT OR EXHAUST.D) SIZE OF VENT OR EXHAUST PIPING.

	4) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS /
	INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
	COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58. GAS
	APPLIANCES SHALL BE LISTED AND LABELED. INSTALLATION
	MANUAL SHALL CALL OUT THAT THE APPLIANCE IS ABLE TO RUN
	@ 15" W.C.
	CAN NOT BE DEFERRED SUBMITTAL

	5) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE ADDED GAS
	APPLIANCES. WHERE COMBUSTION AIR IS PROVIDED BY THE
	BUILDING'S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
	SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
	ADDITION TO THE REQUIRED VENTILATION AIR. 2017 FBC-FUEL
	GAS SEC.304.9.3
	COULD NOT LOCATE COMBUSTION AIR CALCULATIONS RESPONSE
	LETTER STATE CALC ARE ON SHEET MO.1 NONE FOUND.

	6) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
	PRESSURE REGULATORS. REGULATORS INSTALLED ON THE
	EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
	INSTALLATION. 2014 FGC SEC.410.1 OR SHOW THAT EQUIPMENT
	IS ABLE TO RUN AT 15" W.C.
	CAN NOT BE DEFERRED SUBMITTAL

	NEW COMMENTS:

	1. PLEASE SHOW METER ON RISER. PER WPB AMEND TO FBC
	107.2.1



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

Review Stop	G			GAS REVIEW
Rev No	1	Status	F	Date	2019-04-09			Cont ID
Sent By	thunt			Date	2019-04-09	Time	14:09	Rev Time	0.00
Received By	thunt			Date	2019-04-09	Time	14:09	Sent To

Notes

2019-04-09 14:09:23	GAS 1ST REVIEW**DENIED

	1) SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE
	LENGTH OF ALL CUT SECTIONS OF PIPE PER 2017 FBC-FUEL
	GAS, SECS. 402.4.1, 402.4.2.

	2) SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (GAS
	METER / MP REGULATOR / LP TANK) TO THE MOST REMOTE
	OUTLET IN THE BUILDING AND / OR SYSTEM PER THE 2017
	FBC-FUEL GAS SEC.402.4.1, 402.4.2

	3) SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE,
	TERMINATION POINT, HEIGHT ABOVE THE ROOF AND ANCHORING
	DETAILS OF THE GAS VENT(S) PER 2017 FBC-FUEL GAS SECS.
	502 THRU 505

	4) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS /
	INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
	COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58. GAS
	APPLIANCES SHALL BE LISTED AND LABELED. INSTALLATION
	MANUAL SHALL CALL OUT THAT THE APPLIANCE IS ABLE TO RUN
	@ 15" W.C.

	5) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE ADDED GAS
	APPLIANCES. WHERE COMBUSTION AIR IS PROVIDED BY THE
	BUILDING'S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
	SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
	ADDITION TO THE REQUIRED VENTILATION AIR. 2017 FBC-FUEL
	GAS SEC.304.9.3

	6) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
	PRESSURE REGULATORS. REGULATORS INSTALLED ON THE
	EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
	INSTALLATION. 2014 FGC SEC.410.1 OR SHOW THAT EQUIPMENT
	IS ABLE TO RUN AT 15" W.C.

	7) WHAT FUEL IS POWERING THE GENERATOR? FBC 107.2.1


	TIM HUNT
	PLUMBING PLANS EXAMINER
	BUILDING DIVISION
	CITY OF WEST PALM BEACH
	401 CLEMATIS STREET, 1ST FLOOR
	WEST PALM BEACH, FL 33401
	561-248-2703
	[email protected]

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2019-09-09			Cont ID
Sent By	cpuell			Date	2019-09-09	Time	11:52	Rev Time	0.00
Received By	cpuell			Date	2019-08-05	Time	10:14	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2019-08-01			Cont ID
Sent By	lmarchan			Date	2019-08-01	Time	07:49	Rev Time	0.00
Received By	lmarchan			Date	2019-06-23	Time	08:24	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2019-04-25			Cont ID
Sent By	dbattles			Date	2019-04-25	Time	13:30	Rev Time	0.00
Received By	dbattles			Date	2019-03-05	Time	13:56	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	P	Date	2019-09-10			Cont ID
Sent By	lmarchan			Date	2019-09-10	Time	16:47	Rev Time	0.00
Received By	lmarchan			Date	2019-09-10	Time	16:47	Sent To

Notes

2019-09-10 16:48:02	IMPACT FEE REVIEW DONE UNDER FOUNDATION PERMIT
	18120791. UPLOADED COPY OF RECEIPT.
	RECEIPT MU-2019-0328-287 - $21,711.90 - PAID

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2019-04-25			Cont ID
Sent By	dbattles			Date	2019-04-25	Time	13:24	Rev Time	0.00
Received By	dbattles			Date	2019-04-22	Time	13:02	Sent To

Notes

2019-04-25 13:24:04	109 FBC[AMENDED] PLANS WILL BE REVIEWED BY THE PBC
	IMPACT FEE OFFICE DIGITALLY VIA PROJECTDOX UPON
	NOTIFICATION BY THIS OFFICE. NOTIFICATION MAY OCCUR
	WHEN PLANS ARE NEAREST FINAL FORM. YOU MAY COORDINATE
	WITH THE IMPACT FEE OFFICE AT (561) 233-5025 OR SIMPLY
	UPLOAD THE MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO
	YOUR PROJECT AND NAME THE FILE MUNICIPAL IMPACT FEE
	QUESTIONNAIRE. THE FORM CAN BE FOUND AT: HTTP://DISCOVE
	R.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QU
	ESTIONNAIRE.PDF UPON APPROVAL AND FEE PAYMENT, PLEASE
	UPLOAD THE RECEIPT TO YOUR PROJECT OR EMAIL IT TO
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2019-08-20			Cont ID
Sent By	pvalenti			Date	2019-08-20	Time	13:56	Rev Time	0.00
Received By	pvalenti			Date	2019-08-20	Time	13:56	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2019-07-31			Cont ID
Sent By	pvalenti			Date	2019-07-31	Time	17:34	Rev Time	0.00
Received By	pvalenti			Date	2019-07-31	Time	17:34	Sent To

Notes

2019-07-31 17:35:48

PASSED PER C. COLE (WORKING REMOTELY)

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2019-04-12			Cont ID
Sent By	ccole			Date	2019-04-12	Time	12:50	Rev Time	0.00
Received By	ccole			Date	2019-04-11	Time	17:02	Sent To

Notes

2019-04-12 12:50:55	1ST REVIEW FBC-2017 MECHANICAL
	PERMIT #19021196
	4/12/19

	CODES IN EFFECT:

	FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
	FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
	FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
	2017
	FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
	FS- FLORIDA STATUTES
	FAC- FLORIDA ADMINISTRATIVE CODE
	WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
	EDITION 2017

	PLAN REVIEW RESULTS: DENIED.

	1) SHEET M0.2- DESIGN CRITERIA: REFER TO TABLE
	403.3.1.1 FBC M AND PROVIDE MINIMUM OUTDOOR AIR AND
	EXHAUST VENTILATION CALCULATIONS FOR THE FACILITY.
	PLEASE NOTE THAT THE EXHAUST AIR FLOW RATE SHALL BE 0.9
	CFM PER SF. PLEASE INCLUDE AIR BALANCE CALCULATIONS.

	2) SHEETS M0.3, & M0.4: IT APPEARS THAT ENERGY RECOVERY
	VENTILATORS WILL BE REQUIRED FOR THE SYSTEMS SERVING
	THE DOG AND CAT AREAS BASED ON THE EQUIPMENT SCHEDULES
	FOR AHU'S 1, 3, 4, 5 AND EF'S 1-5, 1-6, 3-1, 3-2, 4-1,
	4-2, 5-1, 5-2, & 5-3. REFER TO SECTION AND TABLE
	C403.2.7 FBC EC. A) THERE IS NO SEQUENCE OF OPERATION
	OR CONTROL DIAGRAMS PROVIDED FOR THE EXHAUST FANS.
	PLEASE CLARIFY HOW THE CURRENT EXHAUST VENTILATION
	SYSTEM WILL OPERATE- SEE SECTION 501.4 FBC M.

	3) COMMISSIONING OF THE MECHANICAL AND SERVICE WATER
	HEATING SYSTEMS IS REQUIRED PER SECTION C408.2 FBC-17
	ENERGY CONSERVATION. SUBMIT A COMMISSIONING PLAN AS
	OUTLINED IN SECTION C408.2.1 AND DESCRIBED IN SECTIONS
	C403.2.2- C408.2.3.3. PLEASE NOTE THAT A COPY OF THE
	COMMISSIONING REPORT SHALL BE SUBMITTED FOR REVIEW AT
	FINAL INSPECTION.

	4) SHEETS A3.3, M2.1 & M2.2: PLEASE PROVIDE
	FIRE-RESISTANT WALL SYMBOLS THAT CORRELATE WITH WALL
	SYMBOLS ON THE PLAN IN ORDER TO LOCATE DUCT
	PENETRATIONS THAT MAY REQUIRE FIRE DAMPERS- SECTION
	107.2.1 WPB AND SECTION 607 FBC M.

	5) M2.1 & M2.2: PROVIDE A DUCT SMOKE DETECTOR SYMBOL AT
	EACH AHU SUPPLY DROP AND A NOTE FOR CLARIFICATION-
	SECTION 606.2.1 FBC M.

	6) M2.1: SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
	DRYERS AND DRYER EXHAUST DUCTS- SECTION 614.1 FBC FG.
	THE DRYERS APPEAR TO BE COMMERCIAL GAS DRYERS THAT
	REQUIRE COMBUSTION AIR. REFER TO SECTION 304.6.2 FBC FG
	AND VERIFY THE EXTERIOR WALL LOUVER IS SIZED AND
	LOCATED PROPERLY IN THE ROOM. A) PROVIDE A DRYER
	EXHAUST DIAGRAM INDICATING THE TYPE AND SIZE OF DRYER
	EXHAUST DUCTS, TOTAL BRANCH AND TOTAL RUN LENGTHS,
	CLEANOUT LOCATIONS, AND TERMINATION LOCATION AND
	CAPPING- SECTION 614.9. PLEASE NOTE THAT DUCTS SHALL
	HAVE MINIMUM 6? CLEARANCES TO COMBUSTIBLES- SECTION
	614.9 FBC FG.

	7) M2.1: SUBMIT FL. PRODUCT APPROVAL AND/OR MIAMI-DADE
	NOA'S FOR THE AIR INLET AND EXHAUST OUTLET LOUVERS-
	RULE 9N-3 FAC.

	8) M2.1 & M3.6: SUBMIT MANUFACTURER'S SPECIFICATIONS
	FOR THE BOILERS AND THE COMBUSTION AIR DUCT AND EXHAUST
	FLUE- SECTION 631.1. A) INDICATE THE TYPE AND SIZE OF
	COMBUSTION AIR DUCTS AND SHOW THE DUCT RUNS FROM INLET
	TO OUTLET- SECTION 304.11 FBC FG. B) INDICATE THE TYPE
	AND SIZE OF EXHAUST FLUE VENTS AND SHOW THE DUCT RUN
	FROM INLET TO OUTLET- SECTIONS 502 AND 503 FBC FG. C)
	SHOW THE BOILER RELIEF VALVE DISCHARGE PIPING RUNS AND
	TERMINATION LOCATIONS.

	9) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF
	THE CHILLERS AND PUMPS- SECTION 301.15 FBC M.

	10) M4.4: PROVIDE THE WIND LOAD DESIGN CRITERIA USED TO
	DETERMINE THE METHODS USED TO ANCHOR THE CONDENSERS,
	FANS AND FAN CURBS, A) PROVIDE COMPLETE FASTENING AND
	ANCHORING DETAILS, AND SUBMIT THE NOA FOR THE CONDENSER
	ROOF STAND- RULE 9N-3 FAC.

	11) PROVIDE DETAILS SHOWING HOW THE ROOF LADDER WILL BE
	CONSTRUCTED AND ATTACHED TO THE STRUCTURE- SEE SECTION
	306.5 FBC M.

	12) EMERGENCY GENERATOR: IT IS NOT CLEAR WHAT TYPE OF
	FUEL WILL POWER THE GENERATOR- NATURAL GAS OR DIESEL
	FUEL.
	A) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
	GENERATOR, FUEL PIPING, ENGINE EXHAUST PIPE, MUFFLER,
	AND ALL OTHER ASSOCIATED SYSTEM COMPONENTS- SECTION
	304.1 FBC M. B) SUBMIT THE UL 2200 CERTIFICATE OF
	COMPLIANCE FOR THE GENERATOR- SECTION 915.1 FBC M. THE
	MANUFACTURER'S SPECIFICATIONS AND/OR UL CERTIFICATE
	SHALL INDICATE THE GENERATOR IS IN COMPLIANCE WITH NFPA
	37. C) PROVIDE AN EXHAUST PIPE DIAGRAM SHOWING THE
	TOTAL SYSTEM RUN AND LENGTH MEASUREMENT, AND
	TERMINATION LOCATION, AND CLEARANCE DISTANCES GRAVITY
	OR MECHANICAL AIR INTAKES INTO THE BUILDING. PLEASE
	INCLUDE ALL COMPONENTS OF THE SYSTEM INCLUDING THE
	SILENCER.- SEE SECTION 8.1- 8.4 NFPA 37, AND SECTION
	501.3.1 FBC M. D) PROVIDE WIND LOAD ENGINEERING FOR
	ATTACHMENT OF THE GENERATOR TO THE ROOF STRUCTURE-
	SECTION 301.15 FBC M.


	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	3	Status	P	Date	2019-08-28			Cont ID
Sent By	rmcdouga			Date	2019-08-28	Time	06:41	Rev Time	0.00
Received By	rmcdouga			Date	2019-08-20	Time	19:38	Sent To

Notes

2019-08-28 06:42:40	RED LINE SHT. A7.0 GRAB BARS 36" NOT TO CENTER BUT
	TOPOF GRIPPING SURFACE. FBC-ACC 609.4.

	REVIEWED BY TIM HUNT (CONTRACT EMPLOYEE).

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2019-07-16			Cont ID
Sent By	gjohnson			Date	2019-07-16	Time	15:44	Rev Time	0.00
Received By	gjohnson			Date	2019-07-16	Time	10:38	Sent To

Notes

2019-07-16 15:56:36	2ND REVIEW:
	2017 FLORIDA BUILDING CODE 6TH EDITION
	2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
	2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
	EDITION
	2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
	2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
	2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
	EDITION
	2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
	EDITION

	PLUMBING COMMENTS:

	1. PLEASE PROVIDE SIZING CALCULATIONS FOR GREASE
	INTERCEPTOR I COULD NOT LOCATE ANY ON REVISED PLAN. PER
	FBC PL 1003.3.1

	2. SHT. P3.3 SHOWS GB-2 DETAIL ON P5.2 SHOWS A GB-50
	PLEASE CLARIFY. 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	P			PLUMBING
Rev No	1	Status	F	Date	2019-04-09			Cont ID
Sent By	thunt			Date	2019-04-09	Time	15:02	Rev Time	0.00
Received By	thunt			Date	2019-04-09	Time	09:52	Sent To

Notes

2019-04-09 15:02:48	PLUMBING 1ST REVIEWDENIED

	1) THE WORK/ DISHWASH ROOM #111 SHALL REQUIRE A GREASE
	INTERCEPTOR BE INSTALLED. FBC 1003.1, 1003.3.1. PROVIDE
	MANUFACTURES INSTALLATION MANUAL FOR THE INTERCEPTOR
	AND THE SIZING CALCULATIONS. A REVISE SANITARY
	ISOMETRIC DRAWING IS REQUIRED. FBC 107.3.5

	2) ALL ADA TOILET COMPARTMENTS SHALL HAVE A SINK
	LOCATED WITH IN THE COMPARTMENT. REFER TO FBC-A
	604.8.1.6.

	3) SHOW MEASUREMENT TO THE TOILET PAPER DISPENSER BEING
	MEASURED FROM THE FRONT LIP OF THE BOWL TO THE CENTER
	OF THE DISPENSER. FBC-A 604.7

	4) SHOW GRAB BAR MOUNTING HEIGHTS ARE TO THE TOP
	GRIPPING SURFACE AND NOT THE CENTER OF THE BAR. FBC-A
	609.4

	5) SHOW THE SIDE GRAB BAR AS MIN 42? MOUNTING 12? FROM
	BACK WALL AND OVERALL MIN TO BE 54?. FBC-A 604.5.1

	6) SHOW REAR GRAB BAR AS MIN 36? AND MOUNTED 12? FROM
	CENTERLINE OF TOILET TOWARDS SIDE WALL. FBC-A 604.5.2

	7) SHOW ADA TOILETS AS BEING 17? TO 19? TO TOP OF SEAT.
	FBC-A 604.4

	8) PROVIDE CLEAR FLOOR SPACE FOR ALL REQUIRED FIXTURES.
	TOILETS, LAV SINKS, BREAK ROOM SINK, AND DRINKING
	FOUNTAIN. FBC -A 605, 306

	9) SHT. P3.3. SHOW 3 COMPARTMENT SINK AS BEING
	IN-DIRECTLY WASTED. FBC-P802.1

	10) SHT. P4.2, 4.3, 4.4 HAS SECTION THAT ARE NOT VENTED
	OR IT APPEARS THE DISTANCE FROM THE POINT OF VENT
	EXCEEDS FBC-P FBC-P 909.1: EXAMPLES OF NOT VENTED ARE
	ALL TD-1 P-TRAPS. FBC-P901.2.1

	11) PROVIDE VALVES AT ALL DOWN FEED DROPS FOR WATER
	ISOMETRIC SHT. P4.5, 4.6, 4.7. FBC-P 606.1 (5)

	12) PROVIDE DETAIL NOTED THAT ALL PUBLIC HAND WASHING
	SINKS TO BE TEMPERED BY A DEVICE MEETING ASSE 1070. FBC
	607.1.2

	TIM HUNT
	PLUMBING PLANS EXAMINER
	BUILDING DIVISION
	CITY OF WEST PALM BEACH
	401 CLEMATIS STREET, 1ST FLOOR
	WEST PALM BEACH, FL 33401
	561-248-2703
	[email protected]
	[email protected]

Review Stop	R			ROOF PLAN REVIEW
Rev No	2	Status	N	Date	2019-06-27			Cont ID
Sent By	dbattles			Date	2019-06-27	Time	07:58	Rev Time	0.00
Received By	dbattles			Date	2019-06-27	Time	07:58	Sent To

Notes

2019-06-27 08:04:04

PRODUCT APPROVALS DUE WITH SUB PERMIT.

Review Stop	R			ROOF PLAN REVIEW
Rev No	1	Status	F	Date	2019-04-25			Cont ID
Sent By	dbattles			Date	2019-04-25	Time	13:26	Rev Time	0.00
Received By	dbattles			Date	2019-04-24	Time	07:38	Sent To

Notes

2019-04-25 13:27:24

SEE BUILDING COMMENT #17

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	3	Status	P	Date	2019-08-16			Cont ID
Sent By	dbattles			Date	2019-08-16	Time	16:14	Rev Time	0.00
Received By	dbattles			Date	2019-08-16	Time	16:14	Sent To

Notes

***NONE***

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	2	Status	F	Date	2019-06-27			Cont ID
Sent By	dbattles			Date	2019-06-27	Time	08:10	Rev Time	0.00
Received By	dbattles			Date	2019-06-27	Time	08:10	Sent To

Notes

2019-06-27 08:20:40	A-SHEETS FROM RE-SUBMITTAL OK
	S-SHEETS - SOME DIGITALLY SIGNED AND SOME NOT-IF ANY
	ADDITIONAL SHEETS ARE SUBMITTED PLEASE DIGITALLY SIGN
	THEM.
	MEP-SHEETS - IF ADDITIONAL SHEETS ARE SUBMITTED PLEASE
	HAVE THE DIGITAL SIGNATURE WITH THIRD PARTY
	VERIFICATION
	SEE (61G15-23 PE RULES FAC, FS 471 ENGINEERING FS)

	DYLAN BATTLES
	561-805-6718
	[email protected]

	THE CITY OF WEST PALM BEACH
	BUILDING PLANS EXAMINER PX4191

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	F	Date	2019-04-09			Cont ID
Sent By	thunt			Date	2019-04-09	Time	13:54	Rev Time	0.00
Received By	thunt			Date	2019-04-09	Time	13:54	Sent To

Notes

2019-04-24 07:35:32	A-SHEETS - OK
	S-SHEETS - OK
	SP-1 NOT DIGITALY SIGNED
2019-04-09 15:53:55	ELECTRICAL SHEETS OK.

2019-04-09 13:57:41	ENERGY COUNTS ARE MISSING DESIGN PROFESSIONALS
	SIGNATURE. F.S 471, 481

	TIM HUNT
	PLUMBING PLANS EXAMINER
	BUILDING DIVISION
	CITY OF WEST PALM BEACH
	401 CLEMATIS STREET, 1ST FLOOR
	WEST PALM BEACH, FL 33401
	561-248-2703
	[email protected]

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2019-08-29			Cont ID
Sent By	eschneid			Date	2019-08-29	Time	11:55	Rev Time	0.25
Received By	eschneid			Date	2019-08-29	Time	11:26	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2019-07-26			Cont ID
Sent By	eschneid			Date	2019-07-26	Time	13:12	Rev Time	2.00
Received By	eschneid			Date	2019-07-25	Time	15:30	Sent To

Notes

2019-07-26 13:16:36	PASSED W/PROVISO

	1) THE PLANS APPROVED BY THE CITY COMMISSION AND THE
	PLANS PROVIDED WITH THE PERMIT SHOW DIFFERING
	CONDITIONS SO PRIOR TO THE FINAL INSPECTION FOR THE
	ADOPTION CENTER, SUBMIT A MINOR PLANNED DEVELOPMENT
	AMENDMENT TO THE PLANNING DIVISION SHOWING THE ALL
	CHANGES TO THE APPROVED PLANS THAT HAVE BEEN APPROVED
	AS PART OF THE BUILDING PERMIT REVIEW PROCESS.

	2) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR:
	A. PARKING LOT TO INCLUDE ANY PARKING LOT STRIPING
	B. BICYCLE RACKS
	C. TEMPORARY TRAILERS
	D. WALLS AND FENCES
	E. SIGNS
	F. TRELLIS
	G. SITE LIGHTING.
	H. THE REVISED DRIVEWAY CONNECTION TO MILITARY TRAIL.
	I. DUMPSTER ENCLOSURE.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2019-04-04			Cont ID
Sent By	eschneid			Date	2019-04-04	Time	10:14	Rev Time	2.00
Received By	eschneid			Date	2019-04-03	Time	13:24	Sent To

Notes

2019-04-04 10:14:20	FAILED

	PROVIDE WRITTEN RESPONSE TO COMMENTS.

	1) THE FUNCTION OF SPACE DIAGRAM PROVIDED WITH THE
	PERMIT DOES NOT MATCH THE FUNCTION OF SPACE DIAGRAM
	PROVIDED WITH THE PLANS APPROVED BY THE CITY
	COMMISSION. THE BUILDING PERMIT PLANS SHOW
	SIGNIFICANTLY MORE AREA AS ASSEMBLY INSTEAD OF STORAGE,
	WHICH WILL MAKE THE SITE DEFICIENT FOR PARKING.

	2) THE PLANS APPROVED BY THE CITY COMMISSION AND THE
	PLANS PROVIDED WITH THE PERMIT SHOW DIFFERING
	CONDITIONS (EX: SITE PLAN - TWO ADA PARKING SPACES
	SERVING THE GRACE PAVILION ARE IN DIFFERENT LOCATION.
	ELEVATIONS ? NEW DOOR ON THE EAST ELEVATION). PRIOR TO
	THE FINAL INSPECTION FOR THE ADOPTION CENTER, SUBMIT A
	MINOR PLANNED DEVELOPMENT AMENDMENT TO THE PLANNING
	DIVISION SHOWING THE ALL CHANGES TO THE APPROVED PLANS
	THAT HAVE BEEN APPROVED AS PART OF THE BUILDING PERMIT
	REVIEW PROCESS.

	3) PROVIDE VERIFICATION ON HOW THE ROOFTOP MECHANICAL
	EQUIPMENT, TO INCLUDE THE CONDENSING UNITS, WILL BE
	SCREENED FROM VIEW OF THE RESIDENTIAL PROPERTY TO THE
	NORTH AND EAST OF THE SITE AND THE PUBLIC
	RIGHTS-OF-WAY.

	4) THE ELECTRICAL SITE PLAN CALLS OUT A NEW FPL POLE.
	THE DEVELOPMENT REGULATIONS FOR THE PEGGY ADAMS CSPD
	REQUIRE THAT ALL NEW UTILITY LINES BE BURIED
	UNDERGROUND, WHICH DOES NOT PERMIT THE USE OF NEW
	UTILITY POLES ON THE SITE.

	5) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR:
	A. ANY PARKING LOT STRIPING
	B. BICYCLE RACKS
	C. TEMPORARY TRAILERS
	D. WALLS AND FENCES
	E. SIGNS
	F. TRELLIS
	G. SITE LIGHTING.
	H. THE REVISED DRIVEWAY CONNECTION TO MILITARY TRAIL.

	6) PLEASE NOTE THAT 004 SHEET SP-2 TEMPORARY TRAILERS &
	SITE DETAILS WAS REMOVED FROM SUBMITTAL AS ALL ITEMS ON
	THIS SHEET REQUIRE SEPARATE PERMITS.

	7) PLEASE NOTE THAT 044 SHEET A1.2 FENCES SIDE DETAILS
	WAS REMOVED FROM SUBMITTAL AS ALL ITEMS ON THIS SHEET
	REQUIRE SEPARATE PERMITS.

	8) AS PART OF THE PERMIT FOR THE REVISED DRIVEWAY
	CONNECTION TO MILITARY TRAIL, PROVIDE A COPY OF THE
	FDOT DRIVEWAY CONNECTION APPROVAL. PRIOR TO THE CITY'S
	FINAL INSPECTION, YOU WILL NEED TO PROVIDE THE CITY
	WITH A COPY OF THE FDOT ACCEPTANCE OF THE DRIVEWAY
	MODIFICATIONS TO MILITARY TRAIL.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.
	[email protected]