City of West Palm Beach eGovPlus

Plan Review Details - Permit 15020941

Plan Review Stops For Permit 15020941

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2015-07-21			Cont ID
Sent By	jwitmer			Date	2015-07-21	Time	15:26	Rev Time	0.00
Received By	jwitmer			Date	2015-07-21	Time	15:26	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2015-06-25			Cont ID
Sent By	jwitmer			Date	2015-06-25	Time	16:24	Rev Time	0.00
Received By	jwitmer			Date	2015-06-25	Time	15:45	Sent To

Notes

2015-06-25 16:24:36	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15020941
	ADD: 633 5TH ST.
	CONT: BUILT SOLID CONSTRUCTION
	TEL: (561)333-2593
	E-MAIL: [email protected]

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 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.

	2ND REVIEW
	DATE: THURS. JUNE 25/ 2015
	ACTION: DENIED

	1) COMPLIED.

	2) 2ND REQUEST. MISSING SOILS REPORT WITH THE MINIMUM
	SAFE BEARING VALUE. 2010 FBC-B 1803.5.2 QUESTIONABLE
	SOIL. WHERE THE CLASSIFICATION, STRENGTH OR
	COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
	LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
	CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
	PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
	BE CONDUCTED.

	3-8) COMPLIED.

	9) 2ND REQUEST. SHEET A-1 SHOWS A NEW RAMP WITH A
	HEIGHT OF 6 INCHES AND A 6 INCH STEP ADJACENT TO THE
	RAMP.THE 2010 FBC-B 1003.5 WHERE CHANGES IN ELEVATION
	OF LESS THAN 12 INCHES IN A MEANS OF EGRESS SLOPED
	SURFACES SHALL BE USED, NOT A STEP.
	NOTE IF THE FINISH FLOOR IS 6 INCHES OR LESS THAN
	HANDRAILS ARE NOT REQUIRED. IF WHEN IN THE FIELD THE
	RAMP IS EITHER GREATER THAN 6 INCHES IN HEIGHT OR 72
	INCHES IN LENGTH HANDRAILS WILL BE REQUIRED PER 1010.8
	WITH THE REQUIRED BACKING FOR HANDRAILS.

	10) 2ND REQUEST. SHEET A-1 SHOWS IN THE AREA OF WORK
	(2) EXTERIOR DOORWAYS WITH A 4INCH DROP, BOTH DOORS ARE
	SHOWN TO BE REQUIRED EXITS. PLEASE REVIEW:
	2010 FBC-B 1008.1.5 FLOOR ELEVATION. THERE SHALL BE A
	FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR
	LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF
	THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR
	LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO
	EXCEED 1 UNIT VERTICAL IN 50 UNITS HORIZONTAL
	(2-PERCENT SLOPE).

	11-14) COMPLIED.

	15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
	AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
	REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
	REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
	EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
	COOPERATION.

	A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

	JAMES WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: (561) 805-6715
	FAX: (561)805-6676
	E-MAIL: [email protected]
	DEVELOPMENT SERVICES HOME PAGE
	HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2015-03-13			Cont ID
Sent By	jwitmer			Date	2015-03-13	Time	12:31	Rev Time
Received By	jwitmer			Date	2015-03-12	Time		Sent To

Notes

2015-03-13 10:21:07	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15020941
	ADD: 633 5TH ST.
	CONT: BUILT SOLID CONSTRUCTION
	TEL: (561)333-2593
	E-MAIL: [email protected]

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 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.

	IMPORTANT NOTICE: EFFECTIVE MARCH 30, 2015
	ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED
	ELECTRONICALLY
	UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS
	SUBMISSION OPTIONS ARE AS FOLLOWS:
	1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL
	SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
	THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
	2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL
	SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED
	NAMING CONVENTION FOR EACH DOCUMENT
	3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER
	DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE
	REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
	4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT
	TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS
	ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES
	AVAILABLE

	1ST REVIEW
	DATE: FRI. MARCH 13/ 2015
	ACTION: DENIED

	1) THE ARCHITECT OF RECORD FOR THIS PROJECT HAS ON HER
	TITLE BLOCK INDICATED THAT : DRAWINGS ARE SIGNED ND
	SEALED FOR STRUCTURE ONLY.
	DOES THE ARCHIEC TO RECORD HAVE A ENGINEERING LICENSE
	AND REGISTRATION IN THE STATE OF FLORIDA?
	ARCHITECTS SEAL 61G1-16.003 USE OF SEAL.
	AN ARCHITECT OR INTERIOR DESIGNER SHALL NOT USE HIS
	SEAL OR DO ANY OTHER ACT AS AN ARCHITECT OR INTERIOR
	DESIGNER UNLESS HOLDING AT THE TIME A CERTIFICATE OF
	REGISTRATION AND ALL REQUIRED RENEWALS THEREOF.

	61G1-16.003 USE OF SEAL.
	THE PERSONAL SEAL, SIGNATURE AND DATE OF THE ARCHITECT
	OR INTERIOR DESIGNER SHALL APPEAR ON ALL ARCHITECTURAL
	OR INTERIOR DESIGN DOCUMENTS TO BE FILED FOR PUBLIC
	RECORD AND SHALL BE CONSTRUED TO OBLIGATE HIS PARTNERS
	OR HIS CORPORATION. A CORPORATE SEAL ALONE IS
	INSUFFICIENT. DOCUMENTS SHALL BE SIGNED PERSONALLY AND
	SEALED BY THE RESPONSIBLE ARCHITECT OR INTERIOR
	DESIGNER. FINAL OFFICIAL RECORD DOCUMENTS (NOT
	TRACINGS, ETC.) SHALL BE SO SIGNED. THE SIGNING AND
	SEALING OF THE SPECIFICATION INDEX SHEETS SHALL BE
	CONSIDERED ADEQUATE. ALL DRAWING SHEETS AND PAGES SHALL
	BE SO SIGNED AND SEALED. AN ARCHITECT OR INTERIOR
	DESIGNER SHALL NOT AFFIX, OR PERMIT TO BE AFFIXED, HIS
	SEAL OR NAME TO ANY PLAN, SPECIFICATIONS, DRAWINGS, OR
	OTHER RELATED DOCUMENT WHICH WAS NOT PREPARED BY HIM OR
	UNDER HIS RESPONSIBLE SUPERVISING CONTROL AS PROVIDED
	IN RULE CHAPTER 61G1-23, F.A.C. AN ARCHITECT OR
	INTERIOR DESIGNER SHALL NOT USE HIS SEAL OR DO ANY
	OTHER ACT AS AN ARCHITECT OR INTERIOR DESIGNER UNLESS
	HOLDING AT THE TIME A CERTIFICATE OF REGISTRATION AND
	ALL REQUIRED RENEWALS THEREOF.

	ENGINEERING 471.003 471.003?QUALIFICATIONS FOR
	PRACTICE; EXEMPTIONS. (3) HOWEVER, NO ENGINEER SHALL
	PRACTICE ARCHITECTURE OR USE THE DESIGNATION
	?ARCHITECT? OR ANY TERM DERIVED THEREFROM, AND NO
	ARCHITECT SHALL PRACTICE ENGINEERING OR USE THE
	DESIGNATION ?ENGINEER? OR ANY TERM DERIVED THEREFROM.

	2) MISSING SOILS REPORT WITH THE MINIMUM SAFE BEARING
	VALUE. 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
	CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
	IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
	THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
	OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
	GEOTECHNICAL INVESTIGATION BE CONDUCTED.

	3) THE ENERGY DOCUMENTS SUBMITTED SHOW A ELITE SOFTWARE
	PROGRAM. UNDER THE 2010 FBC- ENERGY SHALL COMPLY WITH :
	103.2.1.2.1 BUILDING THERMAL ENVELOPE ALTERNATIVE.
	AN ACCURATELY COMPLETED COMMERCIAL BUILDING FORM 502
	SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO
	DEMONSTRATE CODE COMPLIANCE BY THIS METHOD.

	103.2.2.2 SIMULATED PERFORMANCE ALTERNATIVE, COMMERCIAL
	AND HIGH-RISE RESIDENTIAL.
	AN ACCURATELY COMPLETED COMMERICAL BUILDING FORM 506
	(GENERATED BY COMMISSION APPROVED SOFTWARE)
	DEMONSTRATING THAT CODE COMPLIANCE HAS BEEN ACHIEVED
	SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR
	COMPLIANCE BY SECTION 506.
	06.3.2 ENVELOPE LIMITATION.
	FOR NEW BUILDINGS OR ADDITIONS, THE BUILDING ENERGY
	COST BUDGET METHOD RESULTS SHALL NOT BE SUBMITTED FOR
	BUILDING PERMIT APPROVAL TO THE CODE OFFICIAL PRIOR TO
	SUBMITTAL FOR APPROVAL OF THE BUILDING ENVELOPE DESIGN.

	4A) NOTE THE WINDOW AND DOOR PRODUCT APPROVALS
	SUBMITTED, DOES NOT HAVE THE SHOP DRAWING STAMP OF
	APPROVAL FROM THE DESIGNER OF RECORD.
	SHOP DRAWING STAMP OF APPROVAL
	106.3* PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
	REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL.

	4B) ROOFING PRODUCT APPROVAL, 2 DIFFERENT ROOFING
	SHINGLE NOAS WERE SUBMITTED, NOA:14-1022.20 GAF
	TIMBERLINE & NOA 11-0913.12 TAMCO ELITE GLASS-SEAL ROOF
	SHINGLES. THE TAMCO ELITE SHINGLE DOES HAVE THE SHOP
	DRAWING STAMP OF APPROVAL. WHICH IS TO BE INSTALLED?
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.

	5) SHEET A-5 INDICATES THIS TO BE THE FOUNDATION PLAN.
	THERE ARE NO NOTES IN REGARD TO THE MINIMUM BEARING
	VALUE OF THE SOIL, VAPOR BARRIER REQUIREMENTS NOR THE
	TYPE OF TERMITE TREATMENT FOR THE SLAB.
	1816.1 TERMITE PROTECTION.
	1910.1 MINIMUM SLAB PROVISIONS.
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION,
	107.3.5.1 COMMERCIAL BUILDINGS:
	107.3.5.1.1 BUILDING
	STRUCTURAL REQUIREMENTS SHALL INCLUDE:
	SOIL CONDITIONS/ANALYSIS
	TERMITE PROTECTION
	DESIGN LOADS
	WIND REQUIREMENTS

	6) SHEET A-5 INDICATES IN A WALL SECTION SHEET S-1
	DETAIL 1 MISSING THERE IS NO S-1 SHEET. 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	7) MISSING BEAM SCHEDULE, THE COLUMN SCHEDULE IS
	PRINTED TWICE. NOT THERE IS ALSO NO LINTEL SCHEDULE FOR
	WINDOWS NOR IS THERE A TRUSS LAYOUT WITH THE LOADS TO
	BE RESISTED, GRAIVITY, UPLIFT OR LATERAL LOADS.
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION,
	107.3.5.1 COMMERCIAL BUILDINGS:
	107.3.5.1.1 BUILDING
	STRUCTURAL REQUIREMENTS SHALL INCLUDE:
	DESIGN LOADS
	WIND REQUIREMENTS
	BUILDING ENVELOPE
	WALL SYSTEMS
	ROOF SYSTEMS TRUSSES, DROPPED TRUSSES FOR GABLE
	OVERHANG OF 2 FT
	MWFRS MAIN WIND FORCE RESISTING SYSTEM

	8) THE COVERSHEET LIST THE NEW ADDITION AS A BUSINESS
	OCCUPANCY. 2010 FBC-B 1004.1.1 AREAS WITHOUT SEATING
	NEED TO BE EVALUATED IN THE WORST CASE SCENARIO, THIS
	AREA MAY BE USED AS A SUNDAY SCHOOL CLASS, AS A
	FELLOWSHIP HALL OR FOR OTHER FUNCTIONSOF A A3
	OCCUPANCY. SEE TABLE 1004.1.1 AREAS WHERE UN
	CONCENTRATED SEATING TABLE AND CHAIRS PLEASE USE 15
	NET.

	9) SHEET A-1 SHOWS A NEW RAMP WITH A HEIGHT OF 6
	INCHES. NOTE IF THE FINISH FLOOR IS 6 INCHES OR LESS
	THAN HANDRAILS ARE NOT REQUIRED. IF WHEN IN THE FIELD
	THE RAMP IS EITHER GREATER THAN 6 INCHES IN HEIGHT OR
	72 INCHES IN LENGTH HANDRAILS WILL BE REQUIRED PER
	1010.8 WITH THE REQUIRED BACKING FOR HANDRAILS.

	10) SHEET A-1 SHOWS INTHE AREA OF WORK (2) EXTERIOR
	DOORWAYS WITH A 4INCH DROP, BOTH DOORS ARE SHOWN TO BE
	REQUIRED EXITS. NOTE WITH THE ASSEMBLY OCCUPANCY THIS
	AREA WILL HAVE A OCCUPANT LOAD GREATERTHAN 50 REQUIRING
	(2) EXITS. PLEASE REVIEW:

	2010 FBC-B 1008.1.5 FLOOR ELEVATION. THERE SHALL BE A
	FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR
	LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF
	THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR
	LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO
	EXCEED 1 UNIT VERTICAL IN 50 UNITS HORIZONTAL
	(2-PERCENT SLOPE).

	11) SHEET A-1 DOES NOT SHOW THE DOOR HARDWARE FOR THE
	NEW DOOR OPENINGS. 2010 FBC-B 1008.1.9.1, 1008.1.9.3
	AND 1008.1.10.

	12) SHEET A-2 INDICATES THE USE OF EAVE VENTS BUT DOES
	NOT SHOW COMPLIANCE WITH THE UPPER PORTION OF THE ROOF
	BEING VENTED. 2010 FBC-B 1203.2 ATTIC SPACES. THE NET
	FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 OF
	THE AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF
	THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS
	LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
	VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
	CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
	VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.

	13) SHEET A-2 ALSO FAILS TTO SHOW COMPLIANCE WITH 2010
	FBC-B 1209.2 ATTIC SPACES.
	AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES (559 MM
	BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
	CLEAR HEIGHT OF OVER 30 INCHES (762 MM). A 30-INCH (762
	MM) MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE
	PROVIDED AT OR ABOVE THE ACCESS OPENING.

	14) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

	15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
	AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
	REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
	REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
	EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
	COOPERATION.

	A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

	JAMES WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: (561) 805-6715
	FAX: (561)805-6676
	E-MAIL: [email protected]
	DEVELOPMENT SERVICES HOME PAGE
	HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2015-06-09			Cont ID
Sent By	rlecky			Date	2015-06-09	Time	11:56	Rev Time	0.00
Received By	rlecky			Date	2015-06-09	Time	11:44	Sent To

Notes

2015-06-04 14:21:29

NEW DRAWINGS SUBMITTED. JG.

Review Stop	E			ELECTRICAL
Rev No	1	Status	P	Date	2015-04-23			Cont ID
Sent By	rlecky			Date	2015-04-23	Time	14:56	Rev Time	0.00
Received By	rlecky			Date	2015-04-23	Time	14:26	Sent To

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	P	Date	2015-06-10			Cont ID
Sent By	cranford			Date	2015-06-10	Time	12:14	Rev Time	0.00
Received By	cranford			Date	2015-06-09	Time	14:30	Sent To

Notes

2015-06-10 12:14:11	APPLICANT CLARIFIED APPLICATION WAS FOR 400 SF BUILDING
	ADDITION ONLY.

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2015-04-27		Cont ID
Sent By	Mgonzale			Date	2015-04-27	Time	Rev Time	1.00
Received By	mgonzale			Date	2015-04-27	Time	Sent To	I

Notes

2015-04-27 11:28:55	RESPOND TO COMMENTS IN WRITING:

	1. SUBMIT A PROPERTY SURVEY. LIMITS OF EXISTING PARKING
	AND NORTH ENTRANCE DRIVE LIES WITHIN THE PROPERTY TO
	THE NORTH. IF THE PROPERTIES HAVE SAME OWNERS THEN A
	"UNITY OF TITLE" WILL BE REQUIRED.

	2. FROM THE PLANS SUBMITTED WE ARE UNABLE TO DETERMINE
	HOW MUCH IMPROVEMENTS WILL BE MADE TO CURB, PARKING AND
	SITE AS A WHOLE. DEPENDING ON THE SCOPE OF THE WORK AN
	ENGINEERING DEVELOPMENT APPROVAL FROM THE CITY OF WEST
	PALM BEACH PUBLIC WORKS DEPARTMENT IS REQUIRED FOR ALL
	PROJECTS INVOLVING OR AFFECTING THE CITY OF WEST PALM
	BEACH STREET RIGHT-OF-WAYS, EASEMENTS, POTABLE WATER
	SYSTEM, SANITARY SEWER SYSTEM, STORMWATER SYSTEM, SOLID
	WASTE COLLECTION, OR PEDESTRIAN AND VEHICULAR TRAFFIC.
	THIS INCLUDES ANY WORK THAT INCREASES IMPERVIOUS AREAS;
	CHANGES THE DIRECTION, VELOCITY, OR TIMING OF
	STORMWATER DISCHARGE; OR CREATES A CONDITION OF
	ENVIRONMENTAL CONCERN.

	SHOULD YOU REQUIRE FURTHER INFORMATION AS TO SUBMITTING
	FOR ENGINEERING DEVELOPMENT APPROVAL, APPLICATION FORMS
	CAN BE DOWNLOADED AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

	MANUEL JULIAN GONZALEZ
	ENGINEERING PROJECT COORDINATOR
	PUBLIC WORKS DEPARTMENT
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
	MAIN PHONE: (561) 822-1200
	DIRECT: (561) 494-1085
	FAX: (561) 494-1116
	EMAIL: [email protected]
	WWW.WPB.ORG/ENGINEERING

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2015-06-05			Cont ID
Sent By	pleduc			Date	2015-06-05	Time		Rev Time	0.00
Received By	pleduc			Date	2015-06-05	Time	13:56	Sent To

Notes

2015-06-04 14:15:52

NEW DRAWINGS SUBMITTED. JG.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2015-03-05			Cont ID
Sent By	pleduc			Date	2015-03-05	Time		Rev Time	0.00
Received By	pleduc			Date	2015-03-05	Time	12:15	Sent To

Notes

***NONE***

Review Stop	HIST			HISTORICAL
Rev No	3	Status	P	Date	2015-07-16			Cont ID
Sent By	fmittner			Date	2015-07-16	Time	10:31	Rev Time	0.00
Received By	fmittner			Date	2015-07-16	Time	10:31	Sent To

Notes

***NONE***

Review Stop	HIST			HISTORICAL
Rev No	2	Status	F	Date	2015-07-10			Cont ID
Sent By	fmittner			Date	2015-07-10	Time	16:01	Rev Time	0.00
Received By	fmittner			Date	2015-07-10	Time	16:01	Sent To

Notes

2015-07-10 16:02:04

STILL NEEDS TO SUBMIT COA

Review Stop	HIST			HISTORICAL
Rev No	1	Status	F	Date	2015-03-19			Cont ID
Sent By	fmittner			Date	2015-03-19	Time	09:23	Rev Time	0.00
Received By	fmittner			Date	2015-03-19	Time	09:23	Sent To

Notes

2015-03-19 09:30:19	ADDITION TO HISTORIC STRUCTURE REQURIES SUBMITTAL OF
	CERTIFICATE OF APPROPRIATENESS APPLICATION. WINDOWS
	SHALL BE SAME PROPORTIONS AS ORIGINAL. QUESTIONS
	CONTACT FRIEDERIKE MITTNER, CITY HISOTRIC PRESERVATION
	PLANNER AT 822-1457.

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2015-07-21			Cont ID
Sent By	jwitmer			Date	2015-07-21	Time	15:26	Rev Time	0.00
Received By	jwitmer			Date	2015-07-16	Time	13:39	Sent To

Notes

2015-07-16 13:40:39

ON CCOLE DESK

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2015-07-10			Cont ID
Sent By	cpuell			Date	2015-07-10	Time	17:21	Rev Time	0.00
Received By	cpuell			Date	2015-06-04	Time	14:27	Sent To

Notes

2015-06-04 14:28:25

RE-SUBMITTAL SENT TO C13 SHELF FOR REVIEW. JG.

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2015-04-28			Cont ID
Sent By	cranford			Date	2015-04-28	Time	13:55	Rev Time	0.00
Received By	cranford			Date	2015-02-27	Time	09:07	Sent To

Notes

2015-02-28 09:08:41

C13

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	3	Status	P	Date	2015-07-21			Cont ID
Sent By	jwitmer			Date	2015-07-21	Time	15:02	Rev Time	0.00
Received By	jwitmer			Date	2015-07-21	Time	14:59	Sent To

Notes

2015-07-21 15:02:27	IMPACT FEES
	JUNE 08/2015
	MU-2015-11062
	FEES: $ 864.37

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	P	Date	2015-06-25			Cont ID
Sent By	jwitmer			Date	2015-06-25	Time	15:42	Rev Time	0.00
Received By	jwitmer			Date	2015-06-25	Time	15:42	Sent To

Notes

2015-06-25 15:44:39	PALM BEACH COUNTY IMPACT FEE OFFICE
	RECEIPT NO. 2015-0519-71
	TRACKING # MU-2015011062-0000
	FEES: $864.37

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2015-03-12			Cont ID
Sent By	jwitmer			Date	2015-03-12	Time	15:26	Rev Time
Received By	jwitmer			Date	2015-03-12	Time		Sent To

Notes

2015-03-12 15:26:34	BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	P	Date	2015-07-22			Cont ID
Sent By	ccole			Date	2015-07-22	Time	06:46	Rev Time	0.00
Received By	ccole			Date	2015-07-22	Time	06:46	Sent To

Notes

2015-07-22 06:52:49	MECHANICAL APPROVED WITH EXCEPTION.
	REVISIONS TO THE APPROVED PLANS FOR THE ITEMS LISTED
	BELOW SHALL BE SUBMITTED, REVIEWED AND APPROVED PRIOR
	TO 1ST INSPECTION.

	1) THE MECHANICAL CLOSET LOUVERED DOOR #2 SHALL BE OF
	NON-COMBUSTIBLE MATERIALS: THE DOOR SCHEDULE IS
	INDICATING A WOOD DOOR- REFERENCE SECTIONS 202, 602,
	AND 603.1 FBC-10 MECHANICAL.
	2) INDICATE HOW THE O/A DAMPER IS BEING CONTROLLED-
	REFER TO SECTION 503.2.5.4 FBC-10 ENERGY CONSERVATION.
	3) THE TOILET EXHAUST FAN FOR BATH-1 SHALL HAVE A
	MINIMUM EXHAUST CAPACITY OF 100 CFM'S PER TABLE 403.3
	FOOTNOTE E. 50 CFM PER TOILET OR URINAL.
	4) PROVIDE TIE DOWN ENGINEERING FOR THE AC CONDENSERS-
	SECTION 301.12 FBC-10 MECHANICAL

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

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	F	Date	2015-07-17			Cont ID
Sent By	ccole			Date	2015-07-17	Time	07:29	Rev Time	0.00
Received By	ccole			Date	2015-07-17	Time	07:29	Sent To

Notes

2015-07-17 07:31:48	2ND REVIEW: FBC 2010 MECHANICAL
	PERMIT #15020941
	7/17/15.

	NOTE: I HAVE RE-PRINTED THE COMMENTS FROM THE PREVIOUS
	(1ST) REVIEW BELOW. THE PLANS WERE RE-SUBMITTED WITHOUT
	THE REQUESTED CORRECTIONS.

	1ST REVIEW: FBC 2010 MECHANICAL
	6/26/15

	1) THE MECHANICAL CLOSET LOUVERED DOOR #2 SHALL BE OF
	NON-COMBUSTIBLE MATERIALS: THE DOOR SCHEDULE IS
	INDICATING A WOOD DOOR- REFERENCE SECTIONS 202, 602,
	AND 603.1 FBC-10 MECHANICAL.
	2) INDICATE HOW THE O/A DAMPER IS BEING CONTROLLED-
	REFER TO SECTION 503.2.5.4 FBC-10 ENERGY CONSERVATION.
	3) THE TOILET EXHAUST FAN FOR BATH-1 SHALL HAVE A
	MINIMUM EXHAUST CAPACITY OF 100 CFM'S PER TABLE 403.3
	FOOTNOTE E. 50 CFM PER TOILET OR URINAL.
	4) PROVIDE TIE DOWN ENGINEERING FOR THE AC CONDENSERS-
	SECTION 301.12 FBC-10 MECHANICAL

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

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2015-06-26			Cont ID
Sent By	ccole			Date	2015-06-26	Time	13:51	Rev Time	0.00
Received By	ccole			Date	2015-06-26	Time	13:50	Sent To

Notes

2015-06-26 14:57:53	1ST REVIEW: FBC 2010 MECHANICAL
	6/26/15

	1) THE MECHANICAL CLOSET LOUVERED DOOR #2 SHALL BE OF
	NON-COMBUSTIBLE MATERIALS: THE DOOR SCHEDULE IS
	INDICATING A WOOD DOOR- REFERENCE SECTIONS 202, 602,
	AND 603.1 FBC-10 MECHANICAL.
	2) INDICATE HOW THE O/A DAMPER IS BEING CONTROLLED-
	REFER TO SECTION 503.2.5.4 FBC-10 ENERGY CONSERVATION.
	3) THE TOILET EXHAUST FAN FOR BATH 1 SHALL HAVE A
	MINIMUM EXHAUST CAPACITY OF 100 CFM'S PER TABLE 403.3
	FOOTNOTE E. 50 CFM PER TOILET OR URINAL.
	4) PROVIDE TIE DOWN ENGINEERING FOR THE AC CONDENSERS-
	SECTION 301.12

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2015-04-01			Cont ID
Sent By	hmoser			Date	2015-04-01	Time	13:52	Rev Time	0.00
Received By	hmoser			Date	2015-04-01	Time	12:02	Sent To

Notes

2015-04-01 13:52:46	PLANS DENIED
	1) PROVIDE EXHAUST FOR BATHROOMS. PER TABLE 403.3 FBC
	(M) 2010
	2) PROVIDE OUTSIDE AIR DUCT ON PLANS WITH AUTOMATIC
	DAMPER. PER
	SECTION 503.2.5.4 SHUTOFF DAMPER CONTROLS FLORIDA
	ENERGY CODE
	2010 FBC (M)
	3) PROVIDE MANUFACTURES INSTALLATION INSTRUCTIONS ON
	AIR CONDITIONING
	EQUIPMENT. PER SECTION 304.1 GENERAL.
	4) REFER TO SECTION 606.2.1 SUPPLY AIR, 606.3
	INSTALLATION AND 606.4.1 SUPERVISION

	PLAN REVIEW BY HAROLD MOSER
	[email protected]
	OFFICE 561-805-6732
	FAX 561-805-6676

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2015-07-08			Cont ID
Sent By	tklarge			Date	2015-07-08	Time	07:19	Rev Time	0.00
Received By	tklarge			Date	2015-07-08	Time	06:26	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2015-04-03			Cont ID
Sent By	tklarge			Date	2015-04-03	Time	03:45	Rev Time	0.00
Received By	tklarge			Date	2015-04-02	Time	05:59	Sent To

Notes

2015-04-02 07:00:57	1) SUBMIT DETAIL OF BREAKROOM SINK. SINK SHALL COMPLY
	W/ FAC SEC.212 & 606.
	2) SHOW THE DIMENSIONS ( L X W) OF THE TOILET ROOMS ON
	SHEET A-3.1.
	3) SHT. D-1 - THE BREAK ROON SINK COUNTERTOP SHALL BE
	AT A HEIGHT OF 34INCHES MAXIMUM ABOVE THE FINISH FLOOR
	PER THE 2010 FAC SEC.212 7 606.
	4) THE TOILET ROOMS DO NOT APPEAR TO BE WIDE ENOUGH TO
	PROVIDE THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER
	CLOSET AND THE SPACING OF THE FIXTURES. A MINIMUM WIDTH
	OF 85 INCHES IS REQUIRED WHEN THE LAVATORY AND WATER
	CLOSET ARE ON THE SAME WALL. CLARIFY.
	5) SHT. A-1 - THE LOCATION OF THE URINAL IN THE MEN'S
	RESTROOM DOES NOT APPEAR TO PROVIDE THE REQUIRED
	PRIVACY AS SPECIFIED IN THE 2010 FPC SEC.310.5.THE LINE
	OF SIGHT TO THE URINAL WHEN THE DOOR IS OPEN IS CLEAR
	TO THE URINAL.
	6) SHT.A-3.1 - THE GRAB BARS SHALL BE MEASURED TO THE
	TOP OF THE GRIPPING SURFACE OF THE GRAB BAR PER THE
	2010 FAC SEC.609.4. SEE DETAILS #2 & # 4 ON SHT. A3-1.
	7) SHT.A-3.1 - DETAIL #6 - THE LAVATORY CLEARANCES
	SHALL COMPLY WITH THE FAC SEC.606.3 (MAXIMUM 34" TO THE
	RIM OF THE LAVATORY).
	8) SHT. A-3.1 - DETAIL #8 SHOWS AN OPTIONAL CUP
	DISPENSER. THIS IS NOT PERMNITTED PER THE 2010 FAC
	SEC.211.2. A MINIMUM OF 2 DRINKING FOUNTAINS ARE
	REQUIRED.
	9) SHT. P-1 - ETAIL #3 - THE LAVATORY IN THE MEN'S
	RESSTROOM STALL IS NOT VENTED PER THE 2010 FPC
	SEC.901.2, 901.2.1.
	10) THE SANITARY SHOWS 3" VTR'S FOR 2" STACKS.LARIFY.
	11) THE URINAL IS NOT ON THE SANITARY RISER.
	12) CLEANOUTS ARE REQUIRED IN THE BASE OF ALL STACKS.
	2010 FPC SEC.708.3.4.
	13) SUBMIT A WATER RISER DIAGRAM FOR REVIEW. WPB AMEND.
	TO 2010 FBC SEC. 107.3.5.1.3.

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

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2015-06-25			Cont ID
Sent By	aaponte			Date	2015-06-25	Time	11:44	Rev Time	0.00
Received By	aaponte			Date	2015-06-24	Time	17:18	Sent To

Notes

2015-06-25 13:21:43	PROVISO: A LANDSCAPE PERMIT SHALL BE SUBMITTED FOR
	APPROVAL PRIOR TO CO. LA PLANS SHALL BE SIGNED AND
	SEALED BY A LA ARCHITECT.
	STAFF RECOMMENDS ALEXANDER PALMS ALONG THE WEST
	ELEVATION INSTEAD OF TREES. A SMALL FLOWERING TREE
	SHALL BE PLANTED INFRONT OF THE MAIN ENTRANCE.
	IRRIGATION SHALL BE PROVIDED.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2015-03-19			Cont ID
Sent By	fmittner			Date	2015-03-19	Time	11:10	Rev Time	0.00
Received By	aaponte			Date	2015-03-19	Time	11:10	Sent To

Notes

2015-03-19 11:16:45	1. PROPOSED ADDITION EXCEED 50% OF THE VALUE OF THE
	EXISTING STRUCTURE, THEREFORE LANDSCAPE IMPROVEMENTS
	WILL BE REQUIRED ON THE PROPERTY.
	2. A HEDGE AND TREES SHALL BE PROVIDED ALONG THE EAST
	SIDE OF THE PARKING LOT, AND THE SOUTH SIDE WHERE
	MISSING.
	3. TREES ARE REQUIRED EVERY 30 FEET.
	FOR ADDITINAL INFORMATION PLEASE CONTACT ANA MARIA
	APONTE AT 561-822-1439.
2015-03-10 13:49:30	3/10/15