City of West Palm Beach eGovPlus

Plan Review Details - Permit 18070442

Plan Review Stops For Permit 18070442

Review Stop	AD			ADDRESSING
Rev No	2	Status	P	Date	2018-10-29			Cont ID
Sent By	shill			Date	2018-10-29	Time	08:48	Rev Time	0.00
Received By	shill			Date	2018-10-29	Time	08:48	Sent To

Notes

2018-10-29 08:48:50	1201 S FLAGLER

Review Stop	AD			ADDRESSING
Rev No	1	Status	F	Date	2018-08-27			Cont ID
Sent By	shill			Date	2018-08-27	Time	10:26	Rev Time	0.00
Received By	shill			Date	2018-08-27	Time	10:26	Sent To

Notes

2018-08-27 10:31:41	FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):

	MICHAEL ORIO
	GIS SUPPORT SPECIALIST
	[email protected]
	CITY OF WEST PALM BEACH
	INFORMATION TECHNOLOGY DEPARTMENT
	401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
	P: 561.494.1080

Review Stop	AIPP			ART IN PUBLIC PLACES
Rev No	1	Status	N	Date	2018-09-01			Cont ID
Sent By	shill			Date	2018-09-01	Time	18:45	Rev Time	0.00
Received By	shill			Date	2018-09-01	Time	18:45	Sent To

Notes

2018-09-01 18:46:19	PER EMAIL FROM SYBILLE WELTER, AIPP IS NOT REQUIREC

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2018-10-29			Cont ID
Sent By	rgathrig			Date	2018-10-29	Time	11:25	Rev Time	0.00
Received By	rgathrig			Date	2018-10-29	Time	11:25	Sent To

Notes

2018-10-29 11:49:32	2ND REVIEW PASSED WITH PROVISOS

	RICHARD GATHRIGHT
	[email protected]
	561-805-6679

	1ST REVIEW BY SAMANTHA HILL
	9/4/2018 THAT GENERATED THE FOLLOWING COMMENTS

	FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
	FBC B = FBC BUILDING
	FBC EB = FBC EXISTING BUILDING
	FBC A = FBC ACCESSIBILITY
	FBC EC = FBC ENERGY CONSERVATION
	FBC R = FBC RESIDENTIAL

	1. SEE PLUMBING COMMENTS REGARDING ACCESSIBILITY;
	APPLICABLE FOR BUILDING REVIEW. (PLUMBING APPROVED
	COMMENT CLOSED REG)

	2. SEE FIRE COMMENTS REGARDING FIRE SPRINKLERS;
	APPLICABLE FOR BUILDING REVIEW. (FIRE APPROVED COMMENT
	CLOSED REG)

	3. SINCE THE PRODUCT APPROVALS ARE SPECIFIED ON THE
	PLAN, PLEASE PROVIDE:
	NOA 17?110602
	YKK 35H, FL 16554.1 & 16554.2
	YKK YES 50 FS, FL 14218.7
	(PRODUCT APPROVALS WERE PROVIDED COVER SHEETS PROVIDED
	BY REVIEWER COMMENT CLOSED OK REG)

	4. REVISE PLAN TO STATE TOTAL NUMBER OF PARKING SPACES,
	TOTAL NUMBER OF ACCESSIBLE SPACES, FBC A 208.2, 502.
	(THIS COMMENT NOT PROPERLY ADDRESSED, SPACES SHOWN ON
	ALS1.1 MUST BE RELOCATED FOR THE OFFICE USE TO MEET THE
	FLORIDA ACCESSIBILITY REQUIREMENT,
	FAIR HOUSING REQUIREMENTS MUST ALSO BE MET. PROVIDE
	TOTAL NUMBER OF PARKING SPACES PROVIDED FOR THE COVERED
	UNITS IN THE BRISTOL AND PROVIDED LOCATIONS FOR THE
	REQUIRED PARKING REG)

	5. CONDENSING UNIT STAND SHOWN ON S4.0; EITHER PROVIDE
	PRODUCT APPROVAL OR INDICATE THAT YOU WOULD LIKE THIS
	ITEM DEFERRED, FBC 107.
	(NOTE ADDED TO SUBMIT NOA FOR APPROVAL, ITEM WILL BE A
	PROVISO REG)

	6. S0.0, S6.1, THIS APPEARS TO BE LOCATED IN EXPOSURE
	D, FBC B 1609. PLEASE NOTE THE FETCH OF OVER A MILE TO
	THE SOUTH. IF SEOR DISAGREES, PLEASE SEND JUSTIFICATION
	VIA EMAIL PRIOR TO RESUBMITTING. (ITEM HAS BEEN ADDED
	COMMENT CLOSED REG)

	7. S0.0 HAS TEXT WHICH IS NOT LEGIBLE (REINFORCED
	MASONRY), PLEASE CORRECT. (COMMENT ON PLANS DELETED
	(RESOLVED) COMMENTCLOSED REG)

	8. OK (COMMENT MODIFIED IN FIRST REVIEW CLOSED REG)

	9. S0.1, S6.1, PAGES INCLUDE REFERENCES TO FBC 2014.
	PLEASE CHECK ALL PAGES AND UPDATE. (REFERENCES HAVE
	BEEN UPDATED COMMENT CLOSED REG)

	10. S0.1, ROOF PRESSURES APPEAR TOO LOW FOR A FLAT ROOF
	(?38.5, ?67.1, ?67.1). PRESSURES ARE FOR 20SF. AT THIS
	TIME I DO NOT KNOW THE FASTENING PROPOSED FOR THE
	PITCHED AND FLAT ROOFS, BUT IT APPEARS THAT PRESSURES
	FOR 10 SF ARE REQUIRED.
	(ROOF PRESSURES HAVE BEEN REVISED COMMENT CLOSED REG)

	11. CLARIFY PARAPET HEIGHT RELATIVE TO ROOF SURFACE.
	PARAPET IS TO BE 3? OR GREATER TO UTILIZE ZONE 2
	PRESSURES IN ZONE 3, FBC B 1609, ASCE7?10. (ROOF
	PRESSURES HAVE BEEN REVISED COMMENT CLOSED REG)

	12. 6?S3.2 SHOWS WOOD TRUSSES, CDX PLYWOOD. SEE FBC B
	603 (COMBUSTIBLES IN TYPE I & II BUILDINGS), REVISE
	PLAN TO SHOW COMPLIANCE (FRT OR STATE APPLICABLE
	EXCEPTION); CHECK ALL DETAILS FOR COMBUSTIBLES.
	(DETAILS 3 & 4 PG S3.2 STILL SAY CDX. THE REFERENCE ON
	THE ARCHITECTURAL SUCH AS DETAIL 4 ON A4.0.1 DOES NOT
	SAY FIRE RETARDANT LUMBER AS REQUIRED FOR A TYPE IIB AS
	STATED ON ALS1.1. THESE CORRECTIONS CAN BE A PROVISO
	REG)

	13. PROVIDE A SITE PLAN WHICH SHOWS COMPLIANCE WITH FBC
	B TABLES 602, 705.8 (IN PARTICULAR, THE DISTANCE FROM
	PROPOSED STRUCTURE TO THE SOUTH PROPERTY LINE).(SITE
	PLAN PROVIDE GC-001 AND SURVEY PROVIDE IN SUBMITTAL
	18100459 COMMENT CLOSED REG)

	14. FBC B 107.2.5, PROVIDE A PLAN WHICH SHOWS LOCATION
	OF STRUCTURE RELATIVE TO THE FLOOD ZONE LINES. THIS
	PARCEL IS AFFECTED BY BOTH THE 6? AND 7? NAVD88 FLOOD
	ZONES. ALTERNATIVELY, P
	PLEASE ACKNOWLEDGE ON THE PLANS THAT THIS IS LOCATED IN
	SFHA 7? NAVD88. (SURVEY PROVIDE IN SUBMITTAL 18100459
	THAT DEPICTS LOCATION OF BUILDING IN BOTH THE 6?AND 7?
	NAVD88 FLOOD ZONES COMMENT CLOSED REG)

	15. IF LOCATED IN A SFHA, FBC B 107.3.5.1.1(1), PROVIDE
	A "CONSTRUCTION DOCUMENTS" ELEVATION CERTIFICATE. (AN
	EC WAS PROVIDED WITH SURVEY PROVIDE IN SUBMITTAL
	18100459 THAT DEPICTS LOCATION OF BUILDING IN BOTH THE
	6?AND 7? NAVD88 FLOOD ZONES.
	EC SUBMITTED WAS NOT CORRECT, EC WAS UNDER CONSTRUCTION
	AND ONLY LOCATED TOP OF FOOTERS IT DID NOT KNOWLEDGE
	PROPOSED FLOOR ELEVATION.EC ALSO HAD NOTATION OF FLOOD
	VENTS. RICHARD DEAN OF DEAN SURVEYING WAS CONTACTED
	CONCERNING THE FLOOD VENTS AND NOT HAVING A PROPOSED
	EC.
	HE STATED HE USED THE GARAGE DOOR OPENINGS AS FLOOD
	OPENINGS. MR. DEAN SAID HE WOULD PROVIDE A PROPER
	PROPOSED EC AND PROVIDE AN UNDER CONSTRUCTION EC
	SHOWING FLOOR ELEVATION. THE EC DATED 10/01/18 HE SAID
	IS NOT CORRECT AND HE WILL VOID THAT DOCUMENT. R DEAN
	SAID HE WOULD HAVE THE CORRECTED EC BY 11/02/18.
	COMMENT NOT CLOSED HOWEVER IT WILL BE A PROVISO REG)

	16. FBC B 107.2.5, REVISE ARCHITECTURAL AND/OR
	STRUCTURAL PLANS TO INCLUDE PROPOSED ELEVATION. C5.00
	APPEARS TO PROPOSE 10.52 NGVD29. THIS APPEARS TO COMPLY
	WITH THE REQUIREMENT OF 9? NAVD88. ON A AND/OR SSHEETS,
	PLEASE SPECIFY IN NAVD88 TO BE CONSISTENT WITH THE
	FLOOD INSURANCE RATE MAPS OR SPECIFY CONVERSION. (FLOOR
	ELEVATIONS WERE ADDED AND SURVEYOR WILL PROVIDE SURVEY
	TO SUPPORT SUCH COMMENT CLOSED REG)

	17. FBC B 1612, IF ANY PORTION OF THE PROPOSED
	STRUCTURE IS LOCATED IN THE SPECIAL FLOOD HAZARD
	AREA,DESIGN FLOOD ELEVATION IS BFE + 2? FREEBOARD.(THE
	ENTIRE BUILDING IS AT ELEVATION 9.00 NAVD88 COMMENT
	CLOSED REG)

	18. ENERGY CALCS REQURIED, FBC EC C401. (ENERGY CALCS
	SUBMITTED COMMENT CLOSED REG)

	19. THIS PERMIT WILL BE ISSUED WITH PROVISO:
	A. PRIOR TO CONCRETE POUR, A "BUILDING UNDER
	CONSTRUCTION" ELEVATION CERTIFICATE IS REQUIRED. EC
	THAT HAS BEEN SUBMITTED NEEDS CORRECTION. CORRECT EC
	MAY BE SENT VIA EMAIL FOR PRELIMINARY REVIEW.
	AN UNDER CONSTRUCTION EC IS REQUIRED TO ESTABLISH FLOOR
	HEIGHT. PRIOR TO FINAL INSPECTION BUT AFTER ALL
	MECHANICAL EQUIPMENT HAS BEEN INSTALLED AND FINAL
	GRADES COMPLETED,
	A "FINISHED CONSTRUCTION" ELEVATION CERTIFICATE WILL BE
	REQUIRED. THIS MAY BE SENT VIA EMAIL FOR PRELIMINARY
	REVIEW.
	B. DEFERRED SUBMITTALS REQUESTED BY ARCHITECT ?
	COMPONENT & CLADDING PRODUCT APPROVALS REVIEWED BY
	DESIGNER OF
	RECORD ARE TO BE SUBMITTED TO THE BUILDING DIVISION,
	REVIEWED AND ISSUED PRIOR TO
	INSTALLATION. CONFIRM COMPLIANCE WITH PRESSURES
	SPECIFIED BY SEOR PRIOR TO SUBMITTAL.
	IF PRODUCT APPROVAL OFFERS OPTIONS, INDICATE OPTION
	PROPOSED, ESPECIALLY IF NOT ALL
	OPTIONS COMPLY WITH MINIMUM DESIGN PRESSURES.
	C. SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
	REQUIRED FOR
	THE FOLLOWING ITEMS AS APPLICABLE:
	LIGHT POLES/SITE LIGHTING
	FIRE ALARM
	FIRE SPRINKLER
	LOW VOLTAGE
	ACCESS CONTROL
	LANDSCAPING
	IRRIGATION
	ALL OTHER ITEMS OTHER THAN BMEP

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2018-08-27			Cont ID
Sent By	shill			Date	2018-08-27	Time	12:22	Rev Time	0.00
Received By	shill			Date	2018-08-25	Time	19:33	Sent To

Notes

2018-08-27 12:22:47	**CORRECTIONS**
	REVISED 9/4/18 (REMOVED COMMENT #8)

	SAMANTHA HILL
	BUILDING PLANS EXAMINER
	[email protected]
	561-805-6724

	FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
	FBC B = FBC BUILDING
	FBC EB = FBC EXISTING BUILDING
	FBC A = FBC ACCESSIBILITY
	FBC EC = FBC ENERGY CONSERVATION
	FBC R = FBC RESIDENTIAL

	1. SEE PLUMBING COMMENTS REGARDING ACCESSIBILITY;
	APPLICABLE FOR BUILDING REVIEW.

	2. SEE FIRE COMMENTS REGARDING FIRE SPRINKLERS;
	APPLICABLE FOR BUILDING REVIEW.

	3. SINCE THE PRODUCT APPROVALS ARE SPECIFIED ON THE
	PLAN, PLEASE PROVIDE:

	NOA 17-8080.06
	YKK 35H, FL 16554.1 & 16554.2
	YKK YES 50 FS, FL 14218.7

	4. REVISE PLAN TO STATE TOTAL NUMBER OF PARKING SPACES,
	TOTAL NUMBER OF ACCESSIBLE SPACES, FBC A 208.2, 502.

	5. CONDENSING UNIT STAND SHOWN ON S4.0; EITHER PROVIDE
	PRODUCT APPROVAL OR INDICATE THAT YOU WOULD LIKE THIS
	ITEM DEFERRED, FBC 107.

	6. S0.0, S6.1, THIS APPEARS TO BE LOCATED IN EXPOSURE
	D, FBC B 1609. PLEASE NOTE THE FETCH OF OVER A MILE TO
	THE SOUTH. IF SEOR DISAGREES, PLEASE SEND JUSTIFICATION
	VIA EMAIL PRIOR TO RESUBMITTING.

	7. S0.0 HAS TEXT WHICH IS NOT LEGIBLE (REINFORCED
	MASONRY), PLEASE CORRECT.

	8. OK

	9. S0.1, S6.1, PAGES INCLUDE REFERENCES TO FBC 2014.
	PLEASE CHECK ALL PAGES AND UPDATE.

	10. S0.1, ROOF PRESSURES APPEAR TOO LOW FOR A FLAT ROOF
	(-38.5, -67.1, -67.1). PRESSURES ARE FOR 20SF. AT THIS
	TIME I DO NOT KNOW THE FASTENING PROPOSED FOR THE
	PITCHED AND FLAT ROOFS, BUT IT APPEARS THAT PRESSURES
	FOR 10 SF ARE REQUIRED.

	11. CLARIFY PARAPET HEIGHT RELATIVE TO ROOF SURFACE.
	PARAPET IS TO BE 3' OR GREATER TO UTILIZE ZONE 2
	PRESSURES IN ZONE 3, FBC B 1609, ASCE7-10.

	12. 6-S3.2 SHOWS WOOD TRUSSES, CDX PLYWOOD. SEE FBC B
	603 (COMBUSTIBLES IN TYPE I & II BUILDINGS), REVISE
	PLAN TO SHOW COMPLIANCE (FRT OR STATE APPLICABLE
	EXCEPTION); CHECK ALL DETAILS FOR COMBUSTIBLES.

	13. PROVIDE A SITE PLAN WHICH SHOWS COMPLIANCE WITH FBC
	B TABLES 602, 705.8 (IN PARTICULAR, THE DISTANCE FROM
	PROPOSED STRUCTURE TO THE SOUTH PROPERTY LINE).

	14. FBC B 107.2.5, PROVIDE A PLAN WHICH SHOWS LOCATION
	OF STRUCTURE RELATIVE TO THE FLOOD ZONE LINES. THIS
	PARCEL IS AFFECTED BY BOTH THE 6' AND 7' NAVD88 FLOOD
	ZONES. ALTERNATIVELY, PLEASE ACKNOWLEDGE ON THE PLANS
	THAT THIS IS LOCATED IN SFHA 7' NAVD88.

	15. IF LOCATED IN A SFHA, FBC B 107.3.5.1.1(1), PROVIDE
	A "CONSTRUCTION DOCUMENTS" ELEVATION CERTIFICATE.

	16. FBC B 107.2.5, REVISE ARCHITECTURAL AND/OR
	STRUCTURAL PLANS TO INCLUDE PROPOSED ELEVATION. C5.00
	APPEARS TO PROPOSE 10.52 NGVD29. THIS APPEARS TO COMPLY
	WITH THE REQUIREMENT OF 9' NAVD88. ON A AND/OR S
	SHEETS, PLEASE SPECIFY IN NAVD88 TO BE CONSISTENT WITH
	THE FLOOD INSURANCE RATE MAPS OR SPECIFY CONVERSION.

	17. FBC B 1612, IF ANY PORTION OF THE PROPOSED
	STRUCTURE IS LOCATED IN THE SPECIAL FLOOD HAZARD AREA,
	DESIGN FLOOD ELEVATION IS BFE + 2' FREEBOARD.

	18. ENERGY CALCS REQURIED, FBC EC C401.

	19. THIS PERMIT WILL BE ISSUED WITH PROVISO:

	A. PRIOR TO CONCRETE POUR, A "BUILDING UNDER
	CONSTRUCTION" ELEVATION CERTIFICATE WILL BE REQUIRED.
	THIS MAY BE SENT VIA EMAIL FOR PRELIMINARY REVIEW.
	PRIOR TO FINAL INSPECTION BUT AFTER ALL MECHANICAL
	EQUIPMENT HAS BEEN INSTALLED AND FINAL GRADES
	COMPLETED, A "FINISHED CONSTRUCTION" ELEVATION
	CERTIFICATE WILL BE REQUIRED. THIS MAY BE SENT VIA
	EMAIL FOR PRELIMINARY REVIEW.

	B. DEFERRED SUBMITTALS REQUESTED BY ARCHITECT -
	COMPONENT & CLADDING PRODUCT APPROVALS REVIEWED BY
	DESIGNER OF RECORD ARE TO BE SUBMITTED TO THE BUILDING
	DIVISION, REVIEWED AND ISSUED PRIOR TO INSTALLATION.
	CONFIRM COMPLIANCE WITH PRESSURES SPECIFIED BY SEOR
	PRIOR TO SUBMITTAL. IF PRODUCT APPROVAL OFFERS OPTIONS,
	INDICATE OPTION PROPOSED, ESPECIALLY IF NOT ALL OPTIONS
	COMPLY WITH MINIMUM DESIGN PRESSURES.

	C. SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
	REQUIRED FOR THE FOLLOWING ITEMS AS APPLICABLE:
	LIGHT POLES/SITE LIGHTING
	FIRE ALARM
	FIRE SPRINKLER
	LOW VOLTAGE
	ACCESS
	LANDSCAPING
	IRRIGATION
	ALL OTHER ITEMS OTHER THAN BMEP

	D. AIPP COMPLIANCE MAY BE REQUIRED; VERIFICATION
	REQUIRED PRIOR TO C.O.

	*******************************
	INTERNAL USE ONLY:
	USC-404 321 - NEW: PARKING GARAGE
	SQUARE FEET - 19,924

	CONSTRUCTION TYPE: IIB

	FLOORS: 1
	BEDROOMS:
	ROOMS:
	SQ FT LIVABLE: 19924
	SQ FT FOOTPRINT: 19924
	SQ FT ROOF: 19924

	SETBACKS FRONT (USE THIS TO ENTER VERTICAL DATUM IF
	KNOWN):
	SETBACKS BACK (USE THIS TO ENTER FIRST FLOOR IF KNOWN):
	XX.XX
	SETBACKS LEFT (USE THIS TO ENTER SECOND FLOOR IF KNOWN:
	XX.XX
	OCC LOAD:
	PROP USE: APARTMENT
	SPRINKLER SYS? Y
	SPRK REQ'D? Y
	BATHRMS:

	BLDG CODE: FL 2017
	OCC CLASS: 6TH ED S-1

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2018-10-10			Cont ID
Sent By	jleahy			Date	2018-10-10	Time	12:54	Rev Time	0.00
Received By	jleahy			Date	2018-10-10	Time	12:54	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2018-08-13			Cont ID
Sent By	jleahy			Date	2018-08-13	Time	17:03	Rev Time	0.00
Received By	jleahy			Date	2018-08-13	Time	16:11	Sent To

Notes

2018-08-13 16:59:20	FLORIDA BUILDING CODE 2017 6TH EDITION
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
	NFPA 70 2014 EDITION

	JAKE LEAHY
	ELECTRICAL PLANS EXAMINER II
	561-805-6713
	[email protected]

	1) PANEL "A" IS FEEDING COMMUNITY CENTER, PLEASE SHOW
	LOCATION.

	2) AIC RATINGS FOR THE SERVICE IS REQUIRED SHOW
	CALCULATIONS

	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

	3) MAIN IS 1200A NEEDS TO COMPLY WITH 240.87

	240.87 ARC ENERGY REDUCTION
	WHERE THE HIGHEST CONTINUOUS CURRENT TRIP SETTING FOR
	WHICH THE ACTUAL OVERCURRENT DEVICE INSTALLED IN A
	CIRCUIT BREAKER IS RATED
	OR CAN BE ADJUSTED IS 1200 A OR HIGHER, 240.87(A) AND
	(B) SHALL APPLY.

	(A) DOCUMENTATION. DOCUMENTATION SHALL BE AVAILABLE TO
	THOSE AUTHORIZED TO DESIGN, INSTA LL, OPERATE, OR
	INSPECT THE INSTALLATION
	AS TO THE LOCATION OF THE CIRCUIT BREAKER(S)
	.
	(B) METHOD TO REDUCE CLEARING TIME. ONE OF THE
	FOLLOWING OR APPROVED EQUIVALENT MEANS SH ALL BE
	PROVIDED:
	(1) ZONE-SELECTIVE INTERLOCKING
	(2) DIFFERENTIAL RELAYING
	(3) ENERGY-REDUCING MAINTENANCE SWITCHING WITH LOCAL
	STATUS INDICATOR
	(4) ENERGY-REDUCING ACTIVE ARC FLASH MITIGATION SYSTEM
	(5) AN APPROVED EQUIVALENT MEANS

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	P	Date	2018-10-24		Cont ID
Sent By	rrossano			Date	2018-10-24	Time	Rev Time	0.00
Received By	rrossano			Date	2018-10-24	Time	Sent To	I

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2018-08-20		Cont ID
Sent By	Mgonzale			Date	2018-08-20	Time	Rev Time	1.00
Received By	mgonzale			Date	2018-08-20	Time	Sent To	I

Notes

2018-08-20 10:54:01	APPLICANT MUST POST A PERFORMANCE BOND FOR ENGINEERING
	SERVICES EROSION CONTROL & LAND STABILIZATION BOND
	(ORDINANCE 4060-07)

	BOND SHALL BE INCLUSIVE OF 110% OF ENGINEER'S OPINION
	OF COST TO RESTORE SITE TO STABILIZED SODDED GRADE,
	GOOD FOR A PERIOD OF 1 YEAR.

	TO: CITY OF WEST PALM BEACH, A MUNICIPAL CORPORATION OF
	THE STATE OF FLORIDA, HAVING AN ADDRESS OF 401 CLEMATIS
	STREET, WEST PALM BEACH, FLORIDA, 33402

	UPON SUCCESFULLY PASSING 1ST VERTICAL INSPECTION THE
	CONTRACTOR MAY REQUEST THE BOND TO BE TERMINATED.

	FOR MORE INFORMATION YOU MAY USE THE PERFORMANCE BOND
	FORM ON OUR WEB PAGE OR SUBMIT EQUAL INTRUMENT DIRECTLY
	TO:

	MANNY GONZALEZ
	SENIOR ENGINEERING PROJECT COORDINATOR
	PUBLIC WORKS DEPARTMENT \ ENGINEERING SERVICES
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
	MAIN PHONE: (561) 818-1322
	DIRECT: (561) 494-1085
	FAX: (561) 494-1116
	EMAIL: [email protected]
	HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
	/FORMS,-PERMITS-APPLICATIONS

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2018-09-27			Cont ID
Sent By	pleduc			Date	2018-09-27	Time		Rev Time	0.00
Received By	pleduc			Date	2018-09-26	Time	15:13	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2018-07-18			Cont ID
Sent By	pleduc			Date	2018-07-18	Time		Rev Time	0.00
Received By	pleduc			Date	2018-07-13	Time	16:03	Sent To

Notes

2018-07-17 17:17:50	THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:


	1) SHEET ALS 1 - THERE IS NO INDICATIONS OF REVIEW
	AND/OR COMPLIANCE WITH ANY FIRE CODE.

	PLEASE REVIEW, ENSURE COMPLIANCE AND PROVIDE AN
	APPLICABLE NOTE TO INCLUDE THE 6TH EDITION OF THE
	FLORIDA FIRE PREVENTION CODE AND NFPA 88A, STANDARD FOR
	PARKING STRUCTURES, 2015 EDITION.



	2) SHEET ALS 1 - UNDER THE REQUIRED MEANS OF EGRESS
	THERE IS TWO BUSINESS INDICATORS SHOWING NUMBER OF
	EGRESSES. ONE INDICATES 2 EXITS HOWEVER THE DRAWING
	SHOWS ONE EXIT.

	PLEASE REVIEW AND CORRECT.




	3) SHEET ALS 1 - THERE IS AN INDICATION OF THIS STORAGE
	OCCUPANCY AS LOW HAZARD. THIS IS A PARKING GARAGE AND
	IS CLASSIFIED AND AN ORDINARY HAZARD.

	PER NFPA 101, CHAPTER 42, STORAGE OCCUPANCIES

	42.8.1.5 CLASSIFICATION OF HAZARD OF CONTENTS. PARKING
	STRUCTURES USED ONLY FOR THE STORAGE OF VEHICLES SHALL
	BE CLASSIFIED
	AS ORDINARY HAZARD IN ACCORDANCE WITH SECTION 6.2.

	PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE
	REFERENCES.



	4) THERE ARE INDICATIONS THAT THIS IS A FULLY SPRINKLED
	BUILDING. THERE ARE NO INDICATIONS OR DOCUMENTS IN
	COMPLAINCE WITH THE REQUIREMENTS FAC 61 G.

	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 REVIEW AND PROVIDE THE REQUIRED DOCUMENTS WITH
	THIS MASTER PERMIT.



	5) SHEET E01 - THERE ARE NO INDICATIONS OF A MONITORED
	FIRE SPRINKLER SYSTEM. THE CODE REQUIRES THAT THE FIRE
	SPRINKLER SYSTEM BE MONITORED.

	PER NFPA 101, CHAPTER 9, FIRE PROTECTION SYSTEMS


	9.6 FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
	9.6.1* GENERAL.
	9.6.1.1 THE PROVISIONS OF SECTION 9.6 SHALL APPLY ONLY
	WHERE
	SPECIFICALLY REQUIRED BY ANOTHER SECTION OF THIS CODE
	OR WHERE
	SUPERVISION OF A NEW FIRE SPRINKLER SYSTEM OR NEW FIRE
	ALARM
	SYSTEM IS REQUIRED BY THE FLORIDA BUILDING CODE.

	2017 FLORIDA BUILDING CODE:

	901.6 SUPERVISORY SERVICE.

	WHERE REQUIRED, FIRE PROTECTION SYSTEMS SHALL BE
	MONITORED BY AN APPROVED SUPERVISING STATION IN
	ACCORDANCE WITH NFPA 72.

	901.6.1 AUTOMATIC SPRINKLER SYSTEMS.

	AUTOMATIC SPRINKLER SYSTEMS SHALL BE MONITORED BY AN
	APPROVED SUPERVISING STATION.

	PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT
	AND COMPLIANCE



	6) SHEET MO 1 - THERE ARE NO INDICATIONS OF CODE
	REFERENCE TO NFPA 88A, PARKING STRUCTURES REGARDING
	REQUIRED VENTILATION

	CHAPTER 6 BUILDING SERVICE AND FIRE PROTECTION

	6.3 VENTILATION.
	6.3.1* ALL ENCLOSED PARKING STRUCTURES SHALL BE
	VENTILATED BY
	A MECHANICAL SYSTEM CAPABLE OF PROVIDING A MINIMUM OF
	300 L/MIN PER M2 OF FLOOR AREA (1 FT3/MIN PER FT2 OF
	FLOOR
	AREA) DURING HOURS OF NORMAL OPERATION.

	6.3.3 MECHANICAL VENTILATING SYSTEMS SHALL BE INSTALLED
	IN ACCORDANCE
	WITH NFPA 90A. DUCTWORK SHALL BE CONSTRUCTED OF
	NONCOMBUSTIBLE MATERIAL.

	PLEASE REVIEW, CORRECT AND PROVIDE SPECIFIC DETAIL OR
	JUSTIFY.



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



	8) 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	3	Status	N	Date	2018-10-29			Cont ID
Sent By	rgathrig			Date	2018-10-29	Time	12:28	Rev Time	0.00
Received By	rgathrig			Date	2018-10-29	Time	12:28	Sent To

Notes

2018-10-29 12:29:14

REVIEW COMPLETE

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2018-10-29			Cont ID
Sent By	lmarchan			Date	2018-10-29	Time	12:34	Rev Time	0.00
Received By	lmarchan			Date	2018-09-25	Time	10:10	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2018-08-27			Cont ID
Sent By	shill			Date	2018-08-27	Time	12:23	Rev Time	0.00
Received By	shill			Date	2018-07-11	Time	17:11	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	P	Date	2018-08-24			Cont ID
Sent By	lmarchan			Date	2018-08-24	Time	08:20	Rev Time	0.00
Received By	lmarchan			Date	2018-08-24	Time	08:20	Sent To

Notes

2018-10-29 13:08:13	MU-18-029910
2018-08-24 08:20:40	IMPACT STAMP ON THE SURVEY

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2018-10-23			Cont ID
Sent By	ccole			Date	2018-10-23	Time	14:37	Rev Time	0.00
Received By	ccole			Date	2018-10-23	Time	14:37	Sent To

Notes

2018-10-23 16:49:37	MECHANICAL PROVISO

	SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND
	INSTALLATION INSTRUCTIONS FOR THE HONEYWELL CO AND NO2
	SENSORS, AND THE NOA'S FOR THE LOUVERS AND THE
	CONDENSER STAND PRIOR TO FIRST MECHANICAL INSPECTION.

	ALL SUBMITTALS SHALL BEAR THE SHOP DRAWING STAMP OF
	APPROVAL BY THE ENGINEER OF RECORD.

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2018-08-15			Cont ID
Sent By	ccole			Date	2018-08-15	Time	08:47	Rev Time	0.00
Received By	ccole			Date	2018-08-15	Time	08:47	Sent To

Notes

2018-08-15 09:16:31	1ST REVIEW FBC-2017 MECHANICAL
	PERMIT #18070442
	8/15/18

	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
	FS- FLORIDA STATUTES
	FAC- FLORIDA ADMINISTRATIVE CODE
	WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
	EDITION 2017

	PLAN REVIEW RESULTS: DENIED.

	1) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE NEW
	AC SYSTEM- SECTION C403.2.1 FBC-17 ENERGY CONSERVATION.
	.

	2) ENERGY EFFICIENCY COMPLIANCE IS REQUIRED FOR THE
	CONDITIONED OFFICE PORTION OF THE NEW PARKING GARAGE
	BUILDING. PLEASE SEE SECTIONS C101.5 & C401.1 FBC EC
	AND SUBMIT A COMPLIANCE REPORT.

	3) M6.1: PLEASE PROVIDE MINIMUM VENTILATION
	CALCULATIONS FOR THE PARKING GARAGE IN COMPLIANCE WITH
	SECTION 404.2 FBC M.

	404.2 MINIMUM VENTILATION. AUTOMATIC OPERATION OF THE
	SYSTEM SHALL NOT REDUCE THE VENTILATION AIRFLOW RATE
	BELOW 0.05 CFM PER SQUARE FOOT (0.00025 M3/S ? M2) OF
	THE FLOOR AREA AND THE SYSTEM SHALL BE CAPABLE OF
	PRODUCING A VENTILATION AIRFLOW RATE OF 0.75 CFM PER
	SQUARE FOOT (0.0038 M3/S ? M2) OF FLOOR AREA.

	4) SITE SPECIFIC WIND LOAD ENGINEERING AND FL. PRODUCT
	APPROVALS AND/OR MIAMI-DADE NOA'S ARE REQUIRED FOR
	INSTALLATION OF THE ROOF TOP EXHAUST FANS, CONDENSER
	UNIT, AND THE GARAGE AIR INTAKE LOUVERS - SECTION
	301.15 FBC M, AND RULE 9N-3 FAC.

	5) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE CO AND
	NO2 SENSORS- SECTION 304.1 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	NFIP			NFIP REVIEW ACTIVITY
Rev No	2	Status	P	Date	2018-10-29			Cont ID
Sent By	rgathrig			Date	2018-10-29	Time	10:12	Rev Time	0.00
Received By	rgathrig			Date	2018-10-29	Time	10:12	Sent To

Notes

2018-10-29 10:15:12	(AN EC WAS PROVIDED WITH SURVEY PROVIDE IN SUBMITTAL
	18100459 THAT DEPICTS LOCATION OF BUILDING IN BOTH THE
	6?AND 7? NAVD88 FLOOD ZONES. EC SUBMITTED WAS NOT
	CORRECT, EC WAS UNDER CONSTRUCTION AND ONLY LOCATED TOP
	OF FOOTERS IT DID NOT KNOWLEDGE PROPOSED FLOOR
	ELEVATION.EC ALSO HAD NOTATION OF FLOOD VENTS. RICHARD
	DEAN OF DEAN SURVEYING WAS CONTACTED CONCERNING THE
	FLOOD VENTS AND NOT HAVING A PROPOSED EC. HE STATED HE
	USED THE GARAGE DOOR OPENINGS AS FLOOD OPENINGS. MR.
	DEAN SAID HE WOULD PROVIDE A PROPER PROPOSED EC AND
	PROVIDE AN UNDER CONSTRUCTION EC SHOWING FLOOR
	ELEVATION. THE EC DATED 10/01/18 HE SAID IS NOT CORRECT
	AND HE WILL VOID THAT DOCUMENT. R DEAN SAID HE WOULD
	HAVE THE CORRECTED EC BY 11/02/18 COMMENT NOT CLOSED.
	HOWEVER IT WILL BE A PROVISO REG)

Review Stop	NFIP			NFIP REVIEW ACTIVITY
Rev No	1	Status	F	Date	2018-08-27			Cont ID
Sent By	shill			Date	2018-08-27	Time	12:05	Rev Time	0.00
Received By	shill			Date	2018-08-27	Time	12:05	Sent To

Notes

2018-08-27 12:05:35	SEE BUILDING REVIEW
	THIS APPEARS TO BE LOCATED IN A SPECIAL FLOOD HAZARD
	AREA
	PROPOSED ELEVATION APPEARS TO COMPLY WITH 7'BFE + 2'
	FREEBOARD

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2018-10-24			Cont ID
Sent By	tklarge			Date	2018-10-24	Time	11:58	Rev Time	0.00
Received By	tklarge			Date	2018-10-24	Time	11:58	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2018-07-31			Cont ID
Sent By	tklarge			Date	2018-07-31	Time	12:38	Rev Time	0.00
Received By	tklarge			Date	2018-07-31	Time	10:52	Sent To

Notes

2018-07-31 12:38:34	1) SUBMIT DOCUMENTATION AS TO HOW THE STORM DRAINAGE
	WAS SIZED. THE SYSTEM SHALL BE SIZED IN ACCORDANCE WITH
	THE 2017 FBC-PLUMBING SECS.1105.2, 1106.1, 1106.2,
	1106.3.
	2) SHT. A8.0.1 - DETAIL #1 - THE WATER CLOSET SHALL BE
	LOCATED IN ACCORDANCE WITH THE 2017 FBC- ACCESSIBILITY
	SEC.604.2.
	3) THE REAR GRAB BAR SHALL BE LOCATED IN ACCORDANCE
	WITH 2017 FBC- ACCESS. SEC.604.5.2.
	4) SHOW THE CLEAR INSIDE LENGTH AND WIDTH DIMENSIONS OF
	THE TOILET ROOM ON SHT. A8.0.1. WPB AMEND. TO FBC SEC.
	107.2.1.
	5) SHOW THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER
	CLOSET AND THE LAVATORY. COMPLY WITH 2017 FBC-ACCESS.
	SECS. 604.3, 606.2.
	6) SHOW THE REQUIRED KNEE AND TOE CLEARANCES FFOR THE
	LAVATORY PER THE 2017 FBC-ACCESS. SEC. 306.
	7) SHT. A8.0.1 - THE LOCATION OF THE MIRROR SHALL
	COMPLY WITH 2017 FBC-SEC.603.3.
	8) SHOW THE LOCATION OF THE BABAY CHANGING STATION ON
	THE FLOOR PLAN.
	9) THE DOOR FOR THE TOILET ROOM APPEARS TO SWING INTO
	THE CLEAR FLOOR SPACE FOR THE LAVATORY. COMPLY WITH
	2017 FBC-ACCESS. SEC.603.2.3.
	10) SHT. P0.1 - THE ISOMETRIC OF THE ROOF DRAINAGE
	SYSTEM DOES NOT CORRELATE WITH THE PLAN VIEW ON SHT.
	P2.2. CLARIFY.
	11) A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE
	DOMESTIC WATER AND THE IRRIGATION SYSTEM FOR THIS
	STRUCTURE PER THE CITY OF WPB UTILITIES DEPT. CROSS
	CONNECTION CONTROL MANUAL.
	12) A SEPARATE PLUMBING PERMIT WILL BE REQUIRED FOR THE
	BACKFLOW DEVICES.
	13) SUBMIT A DETAIL FOR THE TERMINATION OF THE
	CONDENSATE DRAIN. THE PLAN STATES THEY DISCHARGE TO A
	GREEN AREA.WPB AMEND. TO FBC SEC. 107.2.1.

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

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	2	Status	P	Date	2018-10-29			Cont ID
Sent By	shill			Date	2018-10-29	Time	13:04	Rev Time	0.00
Received By	shill			Date	2018-10-29	Time	13:02	Sent To

Notes

2018-10-24 12:02:06

SIGNATURE ON PLUMBING SHEETS OK. T.LARGE

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	F	Date	2018-08-25			Cont ID
Sent By	shill			Date	2018-08-25	Time	19:33	Rev Time	0.00
Received By	shill			Date	2018-08-25	Time	19:33	Sent To

Notes

2018-08-25 19:33:28	ALL DIGITAL SIGNATURES (PLANS)

	9/14/18 - PAPER ORIGINAL SOILS REPORT SUBMITTED UNDER
	18081379 FOUNDATION PERMIT (ISSUED)

	NEW SHEETS SUBMITTED NEXT REVIEW CYCLE REQUIRE REVIEW

2018-08-15 09:17:01	1ST REVIEW MECH SHEETS OK- CCOLE

Review Stop	THRESHOLD			THRESHOLD INSPECTOR DOCUMENTS
Rev No	2	Status	P	Date	2018-09-22			Cont ID
Sent By	shill			Date	2018-09-22	Time	11:44	Rev Time	0.00
Received By	shill			Date	2018-09-22	Time	11:44	Sent To

Notes

2018-09-22 11:44:24	AGREEMENT SUBMITTED UNDER SUBMITTAL #18090636
	THRESHOLD INSPECTION CONSULTING ENGINEERS, LLC (TICE)
	J.F. DESNOYERS, PE
	JENNINGS L. HILL, BN 3142
	DAVID ANTOINE, BN 7367
	BURTON SILVER, BN 2171
	AUTOBUILDERS, INC.

Review Stop	THRESHOLD			THRESHOLD INSPECTOR DOCUMENTS
Rev No	1	Status	F	Date	2018-08-27			Cont ID
Sent By	shill			Date	2018-08-27	Time	10:33	Rev Time	0.00
Received By	shill			Date	2018-08-27	Time	09:22	Sent To

Notes

2018-08-27 09:23:44	RESIDENT INSPECTOR REQUIRED
	TILT WALL, WELDS & BOLTS

	RESIDENT INSPECTOR PACKAGE REQUIRED
	1. RESIDENT INSPECTOR AGREEMENT SIGNED BY ALL PARTIES
	(SENT VIA EMAIL TO JASON KRAUS)
	2. COPIES OF LICENSES FOR ENGINEER, INSPECTORS
	3. RESUMES FOR ENGINEER, INSPECTORS

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2018-10-11			Cont ID
Sent By	jroach			Date	2018-10-11	Time	16:37	Rev Time	0.00
Received By	jroach			Date	2018-10-11	Time	16:37	Sent To

Notes

2018-10-11 16:37:48	REVIEW STATUS: PASSED WITH PROVISOS
	___________________________________________

	THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
	PROVISOS:

	1. LANDSCAPING SHALL BE SUBMITTED AND REVIEWED AS A
	SEPARATE PERMIT APPLICATION.
	___________________________________________

	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
	___________________________________________

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN P. ROACH, AICP, PRINCIPAL PLANNER
	CITY OF WEST PALM BEACH
	DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
	401 CLEMATIS STREET - P.O. BOX 3147
	WEST PALM BEACH, FLORIDA 33402

	P: 561.822.1448
	F: 561.822.1460

	E: [email protected]

	W: WPB.ORG

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2018-08-20			Cont ID
Sent By	jroach			Date	2018-08-20	Time	14:14	Rev Time	0.00
Received By	jroach			Date	2018-08-20	Time	14:14	Sent To

Notes

2018-08-20 14:15:31	ZONING PLAN REVIEW
	___________________________________________

	DATE OF REVIEW: 08.20.2018
	PERMIT NO.: 18070442
	___________________________________________

	REVIEW STATUS: FAILED
	___________________________________________

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
	REVIEW COMMENTS:

	1. A SITE PLAN SHALL BE PROVIDED WHICH INCLUDES THE
	FOLLOWING:

	? DATE, NORTH ARROW, AND A GRAPHIC SCALE.

	? VICINITY MAP SHOWING THE PROPERTY IN RELATION TO THE
	SURROUNDING AREA.

	? LOCATION OF THE PROPERTY LINE, RIGHT-OF-WAY,
	PROPOSED/EXISTING EASEMENTS, WATER COURSES AND OTHER
	ESSENTIAL FEATURES.

	? STREETS, DRIVEWAYS, INTERSECTIONS, CURBS CUTS AND
	TURNING LANES ADJACENT TO OR ACROSS FROM THE SUBJECT
	PROPERTY.

	? THE OUTLINES OF ALL BUILDINGS SHOWING THEIR PROPOSED
	USES, SETBACKS, DIMENSIONS, FLOOR AREA, NUMBER OF
	STORIES, HEIGHT AND POINTS OF ACCESS.

	? LOCATION AND DIMENSIONS OF ALL PERIMETER TREATMENT
	(SIDEWALKS, FENCES, WALLS, OR BERMS).

	? LOCATION, HEIGHT AND SIZE OF ALL FREESTANDING SIGNS
	AND OTHER ACCESSORY STRUCTURES.

	? MEANS OF VEHICULAR AND PEDESTRIAN ACCESS TO AND FROM
	THE SITE.

	? LAYOUT AND LOCATION OF ALL OFF-STREET PARKING,
	LOADING AND OTHER VEHICULAR USE AREAS, INCLUDING WHERE
	APPLICABLE, THE DISTANCE FROM THE PRINCIPLE USES.

	? LOCATION OF ALL DISABLED SPACES, RAMPS AND SIGNS.

	? LOCATION AND SCREENING OF ALL GARBAGE RECEPTACLES.

	? STANDARD CITY DETAILS OF PARKING (SMALL CAR,
	HANDICAP SPACE, STANDARD SPACE), HANDICAP RAMPS,
	DRIVEWAYS, DUMPSTERS AND SIGNS.

	? SUPPLY A DATA TABLE IN THE FOLLOWING FORMAT:

	O EXISTING/PROPOSED LAND USE AND ZONING.
	O TOTAL ACRES OF THE PROJECT.
	O TOTAL GROSS BUILDING SQUARE FOOTAGE.
	O PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING
	COVERAGE & IMPERMEABLE SURFACE.
	O ACRES AND PERCENT OF WATER BODIES.
	O DENSITY AND NUMBER OF DWELLING UNITS (RESIDENTIAL).
	O PARKING COMPUTATIONS (PARKING REQUIRED, PROVIDED,
	ETC.)
	O FLOOR AREA RATIO (FAR).
	___________________________________________

	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
	___________________________________________

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN P. ROACH, AICP, PRINCIPAL PLANNER
	CITY OF WEST PALM BEACH
	DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
	401 CLEMATIS STREET - P.O. BOX 3147
	WEST PALM BEACH, FLORIDA 33402

	P: 561.822.1448
	F: 561.822.1460

	E: [email protected]

	W: WPB.ORG