City of West Palm Beach eGovPlus

Plan Review Details - Permit 15081084

Plan Review Stops For Permit 15081084

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2016-02-23			Cont ID
Sent By				Date	2016-02-23	Time	17:00	Rev Time	0.00
Received By				Date	2016-02-23	Time	13:05	Sent To

Notes

2016-02-23 16:35:16	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15081084
	ADD: 1801 @ PARKER AVE.
	CONT: TBD
	TEL: ( 561)494-1075
	E-MAIL: [email protected]

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

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

	3RDD REVIEW
	DATE: TUES. FEB.23 /2016
	ACTION: BUILDING PROVISO:

	NOTE: GENERATOR AND FUEL TANK ARE UNDER SEPERATE
	PERMIT!!!!!!

	1) PROVISO: DEFERRED SUBMITTAL TRUSS ENGINEEERING TO BE
	REVIEWED BY THE ENGINEER OF RECORD BEFORE SUBMITTAL TO
	THE BUILDING DEPARTMENT.

	2) PROVISO: DEFERRED SUBMITTAL FOR THE OUTRIGGER
	ANCHORING.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2016-01-04			Cont ID
Sent By	jwitmer			Date	2016-01-04	Time	09:54	Rev Time	0.00
Received By	jwitmer			Date	2016-01-04	Time	07:15	Sent To

Notes

2016-01-04 09:54:09	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15081084
	ADD: 1801 @ PARKER AVE.
	CONT: TBD
	TEL: ( 561)494-1075
	E-MAIL: [email protected]

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

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

	2ND REVIEW
	DATE: MON. JAN. 04 /2016
	ACTION: DENIED

	NOTE: GENERATOR AND FUEL TANK ARE UNDER SEPERATE
	PERMIT!!!!!!

	1) COMPLIED. PLANS DESIGNED TO THE 2014 FBC.

	2) SEMI- COMPLIED. ALTHOUGH THE FLOOD ELEVATION
	CERTIFICATE IS A FEDERAL FORM AND STATES THAT SURVEYOR,
	ENGINEERS AND OR ARCHITECTS AUTHORIZED BY LAW TO
	CERTIFY ELEVATION INFORMATION, FLORIDA STATE STATUTES
	472.005(3),(4A-4B) ONLY FLORIDA LICENSED SURVEYOR CAN
	FILE OUT THIS FORM.
	THE PERMIT APPLICATION ADDRESS INDICATES THIS STRUCTURE
	IS BUILT IN AN A9 FLOOD ZONE THE BASE ELEVATION 13 FEET
	AND THE CITY REQUIRES AN ADDTIONAL 6 INCH FREEBOARD OR
	MINIMUM OF 13 FT. 6 INCHES. FBC BUILDING 1612 AND CITY
	OF WPB CODE OF ORDINANCES SECTION 94-546.

	DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
	REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
	REQUIRED:
	(1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
	PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
	HEIGHT.
	(2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
	ELEVATION CERTIFICATE IS REQUIRED
	(3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
	OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
	CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
	ATTENDANTS
	A/C PADS OR OTHER SLABS FOR GENERATORS
	FEMA FORM OMB NO. 1660-0008 EXPIRES:
	JULY 31/2015
	FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
	USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
	FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
	NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
	HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM

	3) 2ND REQUEST. NOTE THE SUBMITTED SOILS REPORT IS A
	COPY OF THE ORIGINAL SIGNATURE NOT THE ORIGINAL. THE
	SECOND ISSUE WITH THE SOILS REPORT THE DOCUMENT IS NOT
	SEALED. THE COVER SHEET DOES NOT LIST HOW MANY PAGES
	ARE UNDER THE SOILS ENGINEER SEAL, NOR IS THERE A
	SEALED INDEX SHEET INDICATING HOW MANY PAGES ARE
	COVERED UNDER THE ENGINEERS SUPPOSED SEAL. THERE ARE
	TWO ENGINEERS NAMES ON THE REPORT, SIGNED, PRINTED AND
	LICENSE NUMBERS, THERE IS NO DOCUMENTATION AS TO WHAT
	PART OF THE SOILS REPORT EACH IS RESPONSIBLE FOR.

	61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION.
	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. 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.

	61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX
	SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND
	THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE
	PRODUCTION & PREPARATION OF EACH SECTION OF THE
	ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
	ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE
	COVERED UNDER THE COVER SHEET OR INDEX SHEET.

	SHEET S1 UNDER THE HEADING OF SLAB ON GRADE SOILS
	REPORTS ARE REQUIRED. 2014 FBC-B 1803.5.2 QUESTIONABLE
	SOILS, SOILS GEOTECHNICAL REPORT REQUIRED. SHEET S3
	INDICATES THE INSTALATION OF 20 FOOT STEEL SHEET PILE.

	4-6) COMPLIED.

	7) 2ND REQUEST. PLEASE PROVIDE COMPLIANCE WITH 2010
	FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
	COMPONENTS & CLADDING

	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS. SWING AND OVERHEAD TYPE
	(C) WALL LOUVERS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES-

	FL 7473-R6 EAGLE ROOFING TILE: ON SHEETS 2 & 3 OF THE
	APPROVAL, THE TILE TYPE WAS NOT IDENTIFIED.

	SHEET 3 OF 4, LIMITATION # 5.4 NOT COMPLIED. NO PRODUCT
	APPROVAL WAS SUBMITTED. UNDERLAYMENT SHALL BE THAT
	APPROVED BY EAGLE ROOFING PRODUCTS, LLC, WHICH HOLDS
	FLORIDA PRODUCT APPROVAL FOR USE WITH TILE ROOFING
	SYSTEMS. THE UNDERLAYMENT PRODUCT APPROVAL SHALL
	SPECIFY ALLOWABLE METHOD(S) OF TILE INSTALLATION
	(MECHANICAL ATTACHMENT, MORTAR-SET AND/OR ADHESIVE-SET)
	FOR USE WITH THE SPECIFIC UNDERLAYMENT. FOR MORTAR-SET
	OR ADHESIVE-SET TILE ROOFING APPLICATIONS, THE
	UNDERLAYMENT PRODUCT APPROVAL SHALL SPECIFY ATTACHMENT
	METHODS FOR THE UNDERLAYMENT SYSTEM TO RESIST WIND
	UPLIFT DESIGN LOADS IN ACCORDANCE WITH TABLE 1A OF
	FRSA/TRI APRIL 2012 (04-12).

	FRSA/ TRI TABLE IA THE WRONG EXPOSURE AND WIND SPEED IS
	INDENTIFIED AND NO MEAN ROOF HEIGHT GIVEN. EXPOSURE C/
	180 MPH( BUILD CAT. IV) MEAN ROOF HEIGHT OF 15 FEET.

	8) 2ND REQUEST. RESPONSE INDICATES THAT CLOSE
	CONSTRUCTION TO RESPOND/ SUPPLY INFORMATION. 2010 FBC
	107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
	REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..

	9) 2ND REQUEST. SHEET S-3, S-4,S6, S7 & S9 ALL SHOW
	DETAILS OF THE NEW HIPPED TRUSS ROOF SYSTEM ON TOP OF A
	CONCRETE SLABBED ROOF SYSTEM. NOTE THE PLANS INDICATE A
	(2) POINT ANCHOR LOCATION FOR THE TRUSSES. THE AREA OF
	CONCERN IS THE 4 FOOT AND 6 FOOT TRUSS TAILS WITH NO
	ANCHOR SYSTEM FOR UPLIFT. 107.2.1.3 ADDITIONAL
	INFORMATION IS REQUIRED. ON THE 1ST REVIEW THE 2 POINTS
	OF ANCHORING WERE SHOWN, THE ISSUE IS WITHOUT THE
	ENGINEERED TRUSS SHEETS THE UPLIFT LOADS FOR THE 4 FOOT
	AND 6 FOOT OVER- HANGS ARE UNKNOWN.

	10) 2ND REQUEST. PLEASE PROVIDE TYPE OF APPROVED
	ADHESIVE? SHEET S-6 & S-7 BOTH SHOW NEW DECROTIVE
	OUTRIGGERS OF 8 INCHES IN HEIGHT, THE PLANS DO NOT
	PROVIDE THE WIDTH OF THE OUTRIGGERS, NOR DO THEY
	SPECIFY GRADE OR SPECIES OF WOOD THEY ARE TO BE MADE
	FROM. THE PLANS DO NOT INDICATE HOW THEY ARE TO BE
	ANCHORED TO THE NEW CONCRETE DECK NOR HOW THEY WILL BE
	ANCHORED TO THE EXISITNG SLOPED CONCRETE DECKS?
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.

	11) 2ND REQUEST. ADDITIONAL INFORMATION IS REQUIRED
	SINCE THE EXPOSURE AND WIND SPEED WAS INCORRECT. SHEET
	S-8 DETAIL # 4 SHOWS A HIP AND RIDGE DETAIL WITH WOOD
	2X FOR ANCHORING OF HIP AND RIDGE TILE. THE PLANS DO
	NOT INDICATE HOW THE RIDGE BOARD IS TO BE ATTACHED.
	SHOW COMPLIANCE WITH 2014 FBC-B 1507.3.8 APPLICATION.
	TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
	INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE
	FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
	INSTALLATION MANUAL, FIFTH EDITION WHERE THE BASIC WIND
	SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH SECTION
	1609.3.1.

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

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2015-09-25			Cont ID
Sent By	jwitmer			Date	2015-09-25	Time	17:14	Rev Time
Received By	jwitmer			Date	2015-09-25	Time	15:01	Sent To

Notes

2015-09-25 17:11:44	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15081084
	ADD: 1801 @ PARKER AVE.
	CONT: TBD
	TEL: ( 561)494-1075
	E-MAIL: [email protected]

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

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

	1ST REVIEW
	DATE: FRI. SEPT. 25/2015
	ACTION: DENIED

	1) THE S1 SHEET INDICATES THE PLANS WERE DESIGNED TO
	THE 2010 FBC. NOTE PLANS SUBMITTED TO THE BUILDING
	DEPARTMENT ON JUNE 30/ 2015 OR AFTER THIS DATE ARE TO
	BE DESIGNED TO THE 2014 FBC. THE 2014 FBC WAS ADOPTED
	STATEWIDE ON JUNE 30/ 2015.

	2) THE PERMIT APPLICATION ADDRESS INDICATES THIS
	STRUCTURE IS BUILT IN AN A9 FLOOD ZONE THE BASE
	ELEVATION 13 FEET AND THE CITY REQUIRES AN ADDTIONAL 6
	INCH FREEBOARD OR MINIMUM OF 13 FT. 6 INCHES. FBC
	BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES
	SECTION 94-546.

	DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
	REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
	REQUIRED:
	(1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
	PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
	HEIGHT.
	(2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
	ELEVATION CERTIFICATE IS REQUIRED
	(3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
	OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
	CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
	ATTENDANTS
	A/C PADS OR OTHER SLABS FOR GENERATORS
	FEMA FORM OMB NO. 1660-0008 EXPIRES:
	JULY 31/2015
	FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
	USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
	FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
	NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
	HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM

	3) SHEET S1 UNDER THE HEADING OF SLAB ON GRADE SOILS
	REPORTS ARE REQUIRED. 2014 FBC-B 1803.5.2 QUESTIONABLE
	SOILS, SOILS GEOTECHNICAL REPORT REQUIRED. SHEET S3
	INDICATES THE INSTALATION OF 20 FOOT STEEL SHEET PILE.

	4) SHEET S-1 INDICATES THIS STRUCTURE IS IN A WIND
	EXPOSURE B. PLEASE CORRECT TO C EXPOSURE, TO THE
	SOUTHWEST NORTH AND NORTHEAST, CONSIDERED A C EXPOSURE
	2014 FBC-B 1609.4. .SURFACE ROUGHNESS C. OPEN TERRAIN
	WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY
	LESS THAN 30 FEET (9144 MM). THIS CATEGORY INCLUDES
	FLAT OPEN COUNTRY, AND GRASSLANDS. THIS SURFACE
	ROUGHNESS SHALL ALSO APPLY TO ANY BUILDING LOCATED
	WITHIN SURFACE ROUGHNESS BTYPE TERRAIN WHERE THE
	BUILDING IS WITHIN 100 FEET (30 M) HORIZONTALLY IN ANY
	DIRECTION OF OPEN AREAS OF SURFACE ROUGHNESS C OR
	D-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET (182.9
	M) IN THE UPWIND DIRECTION AND A WIDTH GREATER THAN 150
	FEET (46 M).

	5) THE PRESSURES FOUND FOR ROOF ZONES 1,2 & 3 AND WALL
	PRESSURES FOR ZONES 4 & 5 WILL NEED TO BE RECALCULATED
	FOR EXPOSURE C WITH A HEIGHT AND EXPOSURE ADJUSTMENT
	FACTOR OF 1.21. 2014 FBC-B TABLE 1609.7(2).

	6) THE PRESSURES SHOWN ON SHEET S3 ARE ASSUMED TO BE
	VULT PLEASE ALSO SUBMIT IN VASD SINCE ALL OF THE
	PRODUCT APPROVALS ARE WRITTEN IN VASD.

	7) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 1609.1.2
	PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
	CLADDING

	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS. SWING AND OVERHEAD TYPE
	(C) WALL LOUVERS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES

	8) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
	WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..

	9) SHEET S-3, S-4,S6, S7 & S9 ALL SHOW DETAILS OF THE
	NEW HIPPED TRUSS ROOF SYSTEM ON TOP OF A CONCRETE
	SLABBED ROOF SYSTEM. NOTE THE PLANS INDICATE A (2)
	POINT ANCHOR LOCATION FOR THE TRUSSES. THE AREA OF
	CONCERN IS THE 4 FOOT AND 6 FOOT TRUSS TAILS WITH NO
	ANCHOR SYSTEM FOR UPLIFT. 107.2.1.3 ADDITIONAL
	INFORMATION IS REQUIRED.

	10) SHEET S-6 & S-7 BOTH SHOW NEW DECROTIVE OUTRIGGERS
	OF 8 INCHES IN HEIGHT, THE PLANS DO NOT PROVIDE THE
	WIDTH OF THE OUTRIGGERS, NOR DO THEY SPECIFY GRADE OR
	SPECIES OF WOOD THEY ARE TO BE MADE FROM. THE PLANS DO
	NOT INDICATE HOW THEY ARE TO BE ANCHORED TO THE NEW
	CONCRETE DECK NOR HOW THEY WILL BE ANCHORED TO THE
	EXISITNG SLOPED CONCRETE DECKS? 107.2.1.3 ADDITIONAL
	INFORMATION IS REQUIRED.

	11) SHEET S-8 DETAIL # 4 SHOWS A HIP AND RIDGE DETAIL
	WITH WOOD 2X FOR ANCHORING OF HIP AND RIDGE TILE. THE
	PLANS DO NOT INDICATE HOW THE RIDGE BOARD IS TO BE
	ATTACHED. SHOW COMPLIANCE WITH 2014 FBC-B 1507.3.8
	APPLICATION. TILE SHALL BE APPLIED ACCORDING TO THE
	MANUFACTURER?S INSTALLATION INSTRUCTIONS OR
	RECOMMENDATIONS OF THE FRSA/TRI FLORIDA HIGH WIND
	CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH
	EDITION WHERE THE BASIC WIND SPEED, VASD, IS DETERMINED
	IN ACCORDANCE WITH SECTION 1609.3.1.

	12) 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 A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2016-02-16			Cont ID
Sent By	albarran			Date	2016-02-16	Time	10:44	Rev Time	0.00
Received By	albarran			Date	2016-02-16	Time	10:22	Sent To	I

Notes

2016-02-16 10:45:19	ALL PREVIOUSLY MENTIONED DEFICIENCIES HAVE BEEN
	SATISFACTORILY ADDRESSED,.

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2015-11-04			Cont ID
Sent By	albarran			Date	2015-11-04	Time	15:49	Rev Time	0.00
Received By	albarran			Date	2015-11-04	Time	14:40	Sent To	I

Notes

2015-11-04 15:50:08	THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
	HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 2008 EDITION
	OF THE NEC, (NATIONAL ELECTRICAL CODE); THE 2010
	EDITION OF THE FBC, (FLORIDA BUILDING CODE) AS
	APPLICABLE AND BELOW ARE THE DEFICIENCIES NOTED.
	1. REGARDLESS OF WHEN THESE PLANS WERE DRAWN AND
	SEALED, THEY WERE SUBMITTED FOR PERMITTING AFTER THE
	2014 FBC TOOK EFFECT. THEREFORE ALL THE PLANS SHALL BE
	REVISED TO COMPLY WITH SAME.
	2. FBC 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING
	PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
	SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
	THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
	SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
	RECORDS MANAGEMENT.
	3. CORRECT YOUR LOAD TABULATION. I GET 896 AMP.
	4. TOILET/WATER CLOSET IS MISSING THE REQUIRED LIGHTING
	AND SWITCH.
	5. ALL LIGHTING SHALL COMPLY WITH THE 5TH EDITION OF
	THE 2014 FBC-ENERGY CONSERVATION CODE.
	6. PROVIDE MANUFACTURER'S DATA SHEETS FOR PROPOSED
	GENERATOR.
	WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
	RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
	LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
	STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
	INSERT CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
	PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
	CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.

	IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
	CONTACT ME DIRECTLY.

	THANK YOU,
	MIKE ALBARRAN
	ELECTRICAL PLANS EXAMINER

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2015-08-31			Cont ID
Sent By	pleduc			Date	2015-08-31	Time		Rev Time	0.00
Received By	pleduc			Date	2015-08-31	Time	14:33	Sent To

Notes

2015-08-31 14:37:55	THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
	FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:

	PLEASE CONSIDER THE FOLLOWING AS PROVISO:

	1) SHEET C 3, THE EXTERIOR STAIR RAILING HEIGHT
	INDICATED IS NOT CODE COMPLIANT WITH NFPA CHAPTER 7,
	7.2.2.4 GUARDS AND HANDRAILS. NEW HANDRAILS ON STAIRS
	SHALL NOT BE LESS THAN 34 IN. AND NOT MORE THAN 38 IN.
	ABOVE THE SURFACE OF THE TREAD, MEASURED VERTICALLY TO
	THE TOP OF THE RAIL FROM THE LEADING EDGE OF THE TREAD.

	2) SHEET S 3, THE INTERIOR STAIR AND HABDRAIL SHALL
	COMPLY WITH NFPA CHAPTER 7 AND # 1 ABOVE.

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2016-02-23			Cont ID
Sent By				Date	2016-02-23	Time	17:01	Rev Time	0.00
Received By	lmarchan			Date	2016-02-19	Time	14:33	Sent To

Notes

2016-02-19 14:33:49

RESUB ROUTED TO TKLARGE

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2016-02-16			Cont ID
Sent By	albarran			Date	2016-02-16	Time	10:47	Rev Time	0.00
Received By	albarran			Date	2015-12-14	Time	11:39	Sent To

Notes

2016-02-16 10:49:27	2/16/16 PASSED ELECTRICAL REVIEW AS NOTED BUT MISSING
	OTHER TRADE REVIEWS. CONTRACTOR NOTIFIED VIA PHONE CALL
	AND SAK. SENT FILE TO LARGE "C" DRAWER. MA
2015-12-15 11:39:37	C05

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2015-11-04			Cont ID
Sent By	albarran			Date	2015-11-04	Time	15:56	Rev Time	0.00
Received By	albarran			Date	2015-08-27	Time	16:14	Sent To

Notes

2015-11-04 16:00:39	11/4/15 FAILED ELECTRICAL REVIEW AS NOTED. CITY
	PERSONNEL NOTIFIED VIA EMAIL. SENT TO LARGE DENIED BIN
	"TBS". MA
2015-08-27 16:15:49	C04

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2015-12-21			Cont ID
Sent By	ccole			Date	2015-12-21	Time	13:28	Rev Time	0.00
Received By	ccole			Date	2015-12-21	Time	13:28	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2015-09-08			Cont ID
Sent By	ccole			Date	2015-09-08	Time	13:50	Rev Time	0.00
Received By	ccole			Date	2015-09-08	Time	13:49	Sent To

Notes

2015-09-08 14:14:39	1ST REVIEW: FBC 2014 MECHANICAL
	PERMIT #15081084
	9/8/15

	1) AC COOLING AND HEATING CALCULATIONS, AND ENERGY
	CALCULATIONS FOR A PROJECT AT 444 BUNKER RD. HAVE BEEN
	SUBMITTED, HOWEVER THIS PROJECT IS AT 1801 PARKER AVE.(
	AS LISTED ON THE PERMIT APPLICATION), AND 1700-1799
	PARKER AVE. (AS LISTED ON THE PLANS). PLEASE SUBMIT THE
	CORRECT CALCULATIONS FOR THIS PROJECT.
	2) SUBMIT TWO COPIES OF A FLORIDA PRODUCT APPROVAL OR
	MIAMI-DADE NOA FOR THE LOUVER- REFER TO SECTION
	1609.1.2 FBC-14 BUILDING, AND FL. DEPT. OF COMMUNITY
	AFFAIRS RULE 9N-3.
	3) CLARIFY HOW THE VENTILATION OPENING IN THE PUMP ROOM
	WAS SIZED- PROVIDE A CALCULATION, AND CLARIFY IF AN
	EXHAUST FAN WILL BE INSTALLED TO MOVE THE VENTILATION
	AIR THROUGH THE BUILDING- REFER TO SECTION 403 FBC-14
	MECHANICAL.

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

Review Stop	NFIP			NFIP REVIEW ACTIVITY
Rev No	1	Status	N	Date	2016-03-25			Cont ID
Sent By	shill			Date	2016-03-25	Time	16:09	Rev Time	0.00
Received By	shill			Date	2016-03-25	Time	16:09	Sent To

Notes

2016-03-25 16:11:07	**CORRECTIONS**
	ELEVATION CERTIFICATE SUBMITTED FOR PLAN REVIEW HAS
	CORRECTIONS. PROVIDE CORRECTED ELEVATION CERTIFICATE AT
	TIME OF FORM BOARD INSPECTION.
	A FORM BOARD SURVEY WITH ELEVATIONS OR A COMPLETED
	"BUILDING UNDER CONSTRUCTION" ELEVATION CERTIFICATE
	WILL BE REQUIRED AT INSPECTION.
	A "FINISHED CONSTRUCTION" ELEVATION CERTIFICATE WILL BE
	REQUIRED PRIOR TO FINAL INSPECTION.

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

	1. AN EXPIRED ELEVATION CERTIFICATE FORM WAS USED. THE
	NEW ELEVATION CERTIFICATE WHICH EXPIRES NOV 30, 2018
	BECAME EFFECTIVE ON JANUARY 6, 2016. IT CAN BE FOUND
	ONLINE:

	HTTP://NFIPISERVICE.COM/STAKEHOLDER/W_16002/W-16002.HTM
	L

	2. ITEM B9 IS BLANK, PLEASE COPMLETE.

	3. SEE INSTRUCTIONS, PROVIDE THE SOURCE OF THE LATITUDE
	LONGITUDE COORDINATES IN THE COMMENTS SECTION.

Review Stop	P			PLUMBING
Rev No	3	Status	N	Date	2017-02-17			Cont ID
Sent By	tklarge			Date	2016-02-23	Time	12:46	Rev Time	0.00
Received By	tklarge			Date	2016-02-22	Time	03:55	Sent To

Notes

2016-02-23 12:50:47	PLUMBING PERMIT NOT REQUIRED. LIFT STATION IS LOCATED
	IN A DEDICATED EASEMENT.

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2015-12-20			Cont ID
Sent By	tklarge			Date	2015-12-20	Time	10:55	Rev Time	0.00
Received By	tklarge			Date	2015-12-20	Time	10:12	Sent To

Notes

2015-12-20 10:18:12	1) 1) SUBMIT A WATER RISER DIAGRAM FOR THE WATER
	CLOSET, LAVATORY & EMERGENCY EYE-WASH / SHOWER FOR
	REVIEW. WPB AMEND. TO FBC SEC. 107.3.5.1.3. 2ND
	REQUEST. THE SUBMITTED DIAGRAM IS A SANITARY RISER, NOT
	A WATER RISER.
	2) THE GENERATOR SPECS. REFLECT A 1,000 GALLON SUB-BASE
	FUEL TANK BUT SPECIFICATIONS HAVE ALSO BEEN SUBMITTED
	FOR A DOUBLE WALL SECONDARY CONTAINMENT TANK. CLARIFY.
	3) SUBMIT DETAILS FOR THE DEADMEN. NOTE #5 ON SHT. C-4
	NOTES THAT SHOP DRAWINGS & SIGNED & SEALED CALCULATIONS
	TO BE DONE BY FL. REGISTERED ENGINEER TO BE SUBMITTED
	BY CONTRACTOR. MANUFACTURER'S SPECIFICATIONS HAVE BEEN
	SUBMITTED.THIS DOES NOT SATISFY NOTE #5.
	4) FUEL TANKS IN EXCESS OF 550 GALLONS REQUIRE THE
	APPROVAL FROM PALM BEACH COUNTY DEPARTMENT OF
	ENVIRONMENTAL RESOURCE MANAGEMENT PER COUNTY ORDINANCE
	2015-008 AND F.A.C. RULE 62-762.301.
	5) SUBMIT A FUEL OIL PIPING DIAGRAM IF NEW PIPING WILL
	BE INSTALLED. SHOW TYPE OF PIPE, SIZES, ETC.WPB AMEND.
	TO FBC SEC. 107.2.1.

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

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2015-09-08			Cont ID
Sent By	tklarge			Date	2015-09-08	Time	04:32	Rev Time	0.00
Received By	tklarge			Date	2015-09-05	Time	10:58	Sent To

Notes

2015-09-05 11:43:00	1) SUBMIT A WATER RISER DIAGRAM FOR THE WATER CLOSET,
	LAVATORY & EMERGENCY EYE-WASH / SHOWER FOR REVIEW. WPB
	AMEND. TO FBC SEC. 107.3.5.1.3.
	2) SUBMIT 2 COPIES OF THE MANUFACTURER'S SPECIFICATIONS
	FOR THE NEW GENERATOR.SHT. C-1 NOTE B READS "SEE SPECS
	FOR NEW GENERATOR". THERE ARE NO GENERATOR SPECS IN
	THIS SUBMITTAL. WHAT TYPE OF FUEL POWERS THE GENERATOR?
	WPB AMEND. TO FBC SEC. 107.1.
	3) SUBMIT SPECIFICATIONS FOR THE WASTEWATER TANK
	TIE-DOWNS. THE TABLE ON C-4 ONLY SHOWS THE NUMBER OF
	STRAPS. SHOW WHERE ARE THE STRAPS TO BE LOCATED ON THE
	TANK, THE DISTANCE BETWEEN THE STRAPS, THE TYPE, WIDTH,
	AND ANCHORING DETAILS AS TO HOW THE STRAPS WILL BE
	ANCHORED TO THE DEADMEN TO PROVIDE PROTECTION AGAINST
	FLOTATION FORCES..
	4) SUBMIT DETAILS FOR THE DEADMEN. SHT. C-4 NOTES THAT
	SHOP DRAWINGS/ SIGNED & SEALED CALCULATIONS TO BE DONE
	BY FL. REGISTERED ENGINEER TO BE SUBMITTED BY
	CONTRACTOR. THIS CAN BE DONE AS A DEFERRED SUBMITTAL.
	5) SHT. S-3 NOTE #3 - PVC CANNOT BE USED FOR WATER
	DISTRIBUTION. PIPE MATERIAL FOR WATER DISTRIBUTION
	SHALL COMPLY WITH 2014 FBC-PLUMBING, TABLE 605.4. PVC
	CAN BE USED FOR THE WATER SERVICE FROM THE METER TO THE
	BUILDING.

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

Review Stop	Z			ZONING
Rev No	1	Status	P	Date	2015-09-02			Cont ID
Sent By	sgraham			Date	2015-09-02	Time	09:15	Rev Time	0.00
Received By	sgraham			Date	2015-09-02	Time	09:15	Sent To

Notes

2015-08-31 11:13:03

8/31/15