City of West Palm Beach eGovPlus

Plan Review Details - Permit 08110304

Plan Review Stops For Permit 08110304

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	P	Date	2009-10-19			Cont ID
Sent By	jwitmer			Date	2009-10-19	Time	11:06	Rev Time	0.77
Received By	jwitmer			Date	2009-10-19	Time	11:06	Sent To

Notes

2009-10-19 11:07:19

REVISION: DRIVING RANGE NETTING CALCULATIONS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	F	Date	2009-08-07			Cont ID
Sent By	jwitmer			Date	2009-08-07	Time	16:21	Rev Time	1.33
Received By	jwitmer			Date	2009-08-07	Time	16:21	Sent To

Notes

2009-08-07 16:30:00	BUILDING PLAN REVIEW
	PERMIT: 08110304
	ADD: 7001 PARKER AVE.
	CONT:THE WEITZ CO.
	TEL: (407)461-0392 KRIS LENGIEZA

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2007 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVISION REVIEW SUBMITTED AUGUST 07/2009
	ACTION: DENIED

	1) THE RANGE NETTING DESIGN CALCULATIONS INDICATE AN
	EXPOSURE "B" CALCULATION PLEASE SEE ATTACHED DIAGRAM OF
	OVER 3,000 FEET OF EXPOSURE "C" TERRAIN. PLEASE
	RECALCULATE WITH THE CORRECTED FACTOR.

	2) THE 2ND ISSUE SHEET 1OF 6 INDICATES 6.5.15 OTHER
	STRUCTURES 60' POLE, BURIED 8'-0". WHERE AS SHEET 4 THE
	FOUNDATION CALCULATIONS INDICATES A BURIAL DEPTH OF
	10'-0". PLEASE CORRECT DEPTH OF FOUNDATION WHICH MAY
	CHANGE WITH NEW EXPOSURE "C" CALCULATIONS.


	JIM WITMER C. B. O.
	BUILDING PLAN REVIEW II

	TEL: (561)805-6715
	FAX: (561)805-6731
	E-MAIL: [email protected]
	SURVEY:
	WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES

	PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
	LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
	REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
	THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
	THEREFORE SUBJECT TO PUBLIC DISCLOSURE.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2009-04-24			Cont ID
Sent By	jwitmer			Date	2009-04-24	Time	14:29	Rev Time	2.22
Received By	jwitmer			Date	2009-04-24	Time	08:59	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2009-04-13			Cont ID
Sent By	jwitmer			Date	2009-04-13	Time	11:54	Rev Time	1.33
Received By	jwitmer			Date	2009-04-13	Time	11:54	Sent To

Notes

2009-04-13 12:10:19	BUILDING PLAN REVIEW
	PERMIT: 08110304
	ADD: 7001 PARKER AVE.
	CONT: WEITZ GOLF INTERNATIONAL LLC
	TEL: (561)799-7800

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC SUPPLEMENTS
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW AS PERMIT APPLICATION
	ACTION: DENIED

	1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
	INDICATE THE REVISION & REMOVE & 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.

	1B) PLANS SUBMITTED FOR PERMIT APPLICATION (FIRST TIME
	REVIEW) AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE
	2007 FBC BUILDING WITH THE 2009 SUPPLEMENTS.

	1C) PLANS SUBMITTED TO THE CITY FOR REVIEW ARE NOT
	SIGNED NOR SEALED ,
	2) SHEETS PS1 & PS2 INDICATE THE INSTALLATION OF A
	FIBERGLASS COMPOSITE PUMP STATION:

	2A) MISSING INFORMATION,110.2* W. P. B. ADMINISTRATIVE
	CODE, INFORMATION THAT IS REQUIRED FOR RECORD KEEPING &
	FOR CERTIFICATE OF OCCUPANCY:
	2A)(1) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT
	IS DESIGNED.
	2A)(2)) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
	PROVISIONS OF CHAPTER 3.
	2A)(3)) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER
	6, TABLE 601.

	2B) SHEET PS2, NOTE 5.2.1.A SHELTERS NEEDING TO BE
	RATED FOR 140MPH, 3 SECOND GUST NEED PLANS TO BE SIGNED
	AND SEALED BY A FLORIDA P.E.
	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
	DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
	FL ADMIN CODE 61G15-23.002 ENGINEERS
	FL ADMIN CODE 61G16.003 ARCHITECTS

	2C) DESCREPANCY IN PLANS PS1 IT APPEARS THERE IS A
	I-BEAM FLOOR SYSTEM WHERE AS PS 2 DETAIL INDICATES
	FLOOR SLAB SYSTEM, NOR IS THERE STRUCTURAL INFORMATION
	ON THE PIT OR WELL WALL AND FLOOR SYSTEMS. PS2 OPTIONS
	INDICATE FLOOR SYSTEM FIBERGLASS, WOOD, ALUMINUM OR
	STEEL.
	106.1.2 ADDITIONAL INFORMATION REQUIRED/ 1609.6.2.1.

	2D) WIND DESIGN INFORMATION MISSING:
	1603.1.4 WIND DESIGN DATA.
	THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
	BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
	DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
	BUILDING:
	1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

	2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
	CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
	AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.

	3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
	UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
	DIRECTION SHALL BE INDICATED.

	4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE FOR THE
	SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS
	NOT SPECIFICALLY DESIGNED BY THE REGISTERED
	DESIGN PROFESSIONAL.

	3) COMPLIED.

	4) SHEET 37, RAIN SHELTERS:

	4A) COMPLIED.

	4B) COMPLIED.

	4C)COMPLIED.

	4D) COMPLIED.

	4E) SECOND REQUEST, THE RAIN SHELTER ROOF PURLINS ARE
	INDICATED TO 1X4 AT 2'-0" O.C., PLEASE IDENTIFY THE
	TYPE OF METAL ROOFING TO BE USED. PLANS INDICATE A
	METAL STANDING SEAM SYSTEM, IS THIS A STRUCTURAL
	ROOFING SYSTEM NOT REQUIRING SHEATHIN BUT STRUCTURAL
	2X4 PURLINS 2308.10.5 OR WILL IT BE A ARCHITECURAL
	SYSTEM REQUIRING A SOLID OR CLOSELY FITTED DECK
	(1507.4.1).

	4F) SECOND REQUEST THE WATER FOUNTAIN SHELTER USES 1X4
	PURLINS AT 1'-0" O.C., PLEASE IDENTIFY THE TYPE OF
	METAL ROOFING TO BE USED. PLANS INDICATE A METAL
	STANDING SEAM SYSTEM, IS THIS A STRUCTURAL ROOFING
	SYSTEM NOT REQUIRING SHEATHIN BUT STRUCTURAL 2X4
	PURLINS 2308.10.5 OR WILL IT BE A ARCHITECURAL SYSTEM
	REQUIRING A SOLID OR CLOSELY FITTED DECK (1507.4.1).

	4G) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
	PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
	REPORTS ARE AS FOLLOWS:

	4G)(1) TRUSS ANCHORS, CLIPS

	4G)(2) ROOF COVERINGS: STANDING METAL SEAM

	4H) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
	AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
	FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
	SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
	PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
	SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
	IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
	HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
	LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
	9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG

	4I) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
	PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.


	JIM WITMER C. B. O.
	BUILDING PLAN REVIEW II

	TEL: (561)805-6715
	FAX: (561)805-6731
	E-MAIL: [email protected]

	PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
	LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
	REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
	THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
	THEREFORE SUBJECT TO PUBLIC DISCLOSURE.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2008-11-21			Cont ID
Sent By	jwitmer			Date	2008-11-21	Time	08:49	Rev Time	1.33
Received By	jwitmer			Date	2008-11-21	Time	08:49	Sent To

Notes

2008-11-24 09:52:45	BUILDING PLAN REVIEW
	PERMIT: 08110304
	ADD: 7001 PARKER AVE.
	CONT: MAJOR WORKING DRAWING/ VINCENT NOEL
	TEL: (561)622-7288

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2007 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED

	1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
	INDICATE THE REVISION & REMOVE & 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.

	1B) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
	AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
	BUILDING WITH THE 2007 SUPPLEMENTS.

	1C) PLANS SUBMITTED TO THE CITY FOR REVIEW ARE NOT
	SIGNED NOR SEALED ,
	2) SHEETS PS1 & PS2 INDICATE THE INSTALLATION OF A
	FIBERGLASS COMPOSITE PUMP STATION:

	2A) MISSING INFORMATION,110.2* W. P. B. ADMINISTRATIVE
	CODE, INFORMATION THAT IS REQUIRED FOR RECORD KEEPING &
	FOR CERTIFICATE OF OCCUPANCY:
	2A)(1) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT
	IS DESIGNED.
	2A)(2)) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
	PROVISIONS OF CHAPTER 3.
	2A)(3)) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER
	6, TABLE 601.

	2B) SHEET PS2, NOTE 5.2.1.A SHELTERS NEEDING TO BE
	RATED FOR 140MPH, 3 SECOND GUST NEED PLANS TO BE SIGNED
	AND SEALED BY A FLORIDA P.E.
	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
	DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
	FL ADMIN CODE 61G15-23.002 ENGINEERS
	FL ADMIN CODE 61G16.003 ARCHITECTS

	2C) DESCREPANCY IN PLANS PS1 IT APPEARS THERE IS A
	I-BEAM FLOOR SYSTEM WHERE AS PS 2 DETAIL INDICATES
	FLOOR SLAB SYSTEM, NOR IS THERE STRUCTURAL INFORMATION
	ON THE PIT OR WELL WALL AND FLOOR SYSTEMS.
	106.1.2 ADDITIONAL INFORMATION REQUIRED/ 1609.6.2.1.

	2D) WIND DESIGN INFORMATION MISSING:
	1603.1.4 WIND DESIGN DATA.
	THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
	BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
	DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
	BUILDING:
	1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

	2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
	CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
	AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.

	3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
	UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
	DIRECTION SHALL BE INDICATED.

	4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE FOR THE
	SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS
	NOT SPECIFICALLY DESIGNED BY THE REGISTERED
	DESIGN PROFESSIONAL.

	3) SHEET OV & L2 INDICATE THE PUMP STATION OPERATES IN
	A HIGHLY CORROSIVE ENVIROMENT, WHAT CAUSES THE HIGHLY
	CORROSIVE ENVIROMENT, IS THERE CORROSIVE CHEMICALS TO
	BE STORED THERE OR INTRODUCED INTO THE IRRIGATION
	SYSTEM WITHIN THIS STRUCTURE? 106.1.2 ADDITIONAL
	INFORMATION REQUIRED, PLEASE SEE SECTION 307.6 FOR H-4
	TYPE OCCUPANCY AND TABLE 307.7(1).

	4) SHEET 37, RAIN SHELTERS:

	4A) MISSING INFORMATION,110.2* W. P. B. ADMINISTRATIVE
	CODE, INFORMATION THAT IS REQUIRED FOR RECORD KEEPING &
	FOR CERTIFICATE OF OCCUPANCY:
	4A)(1) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT
	IS DESIGNED.
	4A)(2)) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
	PROVISIONS OF CHAPTER 3.
	4A)(3)) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER
	6, TABLE 601.

	4B) 1603.1.4 WIND DESIGN DATA.
	THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
	BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
	DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
	BUILDING:
	1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

	2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
	CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
	AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.

	3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
	UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
	DIRECTION SHALL BE INDICATED.

	4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
	5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
	IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR
	THE SELECTION OF EXTERIOR COMPONENTS AND CLADDING
	MATERIALS NOT SPECIFICALLY DESIGNED BY THE REGISTERED
	DESIGN PROFESSIONAL.

	4C) PLANS CALL FOR 2X8 RAFTERS, PLEASE SUPPLY THE
	SPECIES OF WOOD, GRADE, DEFLECTION AND SPANS 2308.10.3.

	4D) PLANS ALSO CALL FOR A 2X8 RIDGE, PLEASE SEE
	2308.10.4 THE RIDGE SHALL BE NOT LESS IN DEPTH THAN THE
	CUT END OF THE RAFTER, NORMALLY ONE SIZE LARGER (2X10).

	4E) THE RAIN SHELTER ROOF PURLINS ARE INDICATED TO 1X4
	AT 2'-0" O.C., PLEASE IDENTIFY THE TYPE OF METAL
	ROOFING TO BE USED. PLANS INDICATE A METAL STANDING
	SEAM SYSTEM, IS THIS A STRUCTURAL ROOFING SYSTEM NOT
	REQUIRING SHEATHIN BUT STRUCTURAL 2X4 PURLINS 2308.10.5
	OR WILL IT BE A ARCHITECURAL SYSTEM REQUIRING A SOLID
	OR CLOSELY FITTED DECK (1507.4.1).

	4F) THE WATER FOUNTAIN SHELTER USES 1X4 PURLINS AT
	1'-0" O.C., PLEASE IDENTIFY THE TYPE OF METAL ROOFING
	TO BE USED. PLANS INDICATE A METAL STANDING SEAM
	SYSTEM, IS THIS A STRUCTURAL ROOFING SYSTEM NOT
	REQUIRING SHEATHIN BUT STRUCTURAL 2X4 PURLINS 2308.10.5
	OR WILL IT BE A ARCHITECURAL SYSTEM REQUIRING A SOLID
	OR CLOSELY FITTED DECK (1507.4.1).

	4G) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
	PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
	REPORTS ARE AS FOLLOWS:

	4G)(1) TRUSS ANCHORS, CLIPS

	4G)(2) ROOF COVERINGS

	4H) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
	AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
	FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
	SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
	PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
	SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
	IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
	HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
	LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
	9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG

	4I) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
	PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.

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

	JIM WITMER C. B. O.
	BUILDING PLAN REVIEW II

	TEL: (561)805-6715
	FAX: (561)805-6731
	E-MAIL: [email protected]

	PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
	LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
	REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
	THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
	THEREFORE SUBJECT TO PUBLIC DISCLOSURE.

Review Stop	E			ELECTRICAL
Rev No	2	Status	N	Date	2009-04-16			Cont ID
Sent By	dpalmer			Date	2009-04-16	Time	08:17	Rev Time	0.00
Received By	dpalmer			Date	2009-04-16	Time	08:17	Sent To

Notes

2009-04-16 08:17:41	NOTED



	1) NOTE: SEPARATE PERMIT AND PLANS REQUIRED FOR
	ELECTRICAL SYSTEM CONTROLS, SEPARATE FEEDS AND
	CONNECTIONS TO IRRIGATION PUMPS ETC
	NO ELECTRICAL PER NEC 2005, NO PERMIT APPLIED FOR.

	IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
	TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
	CONTACT THIS REVIEWER.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPARTMENT
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2008-11-20			Cont ID
Sent By	dpalmer			Date	2008-11-20	Time	10:54	Rev Time	0.00
Received By	dpalmer			Date	2008-11-20	Time	10:54	Sent To

Notes

2008-11-20 10:54:17


	FAILED REVIEW



	1) NOTE: PLANS ONLY SUBMITTED FOR * PLAN REVIEW * ONLY.
	PLEASE KNOW ONCE PLANS ARE FOUND TO BE CODE COMPLIANCE
	FOR ISSUANCE THE REVIEW WILL STILL REMAIN IN A FAILED
	STATUS UNTIL PERMIT APPLICATION BY A LICENSED
	CONTRACTOR HAS BEEN SUBMITTED. REVIEW OF CURRENT
	LICENSING OF CONTRACTOR(S), DESIGNER(S) AND FIRM WILL
	BE DONE AT THIS TIME.
	PLEASE ALSO KNOW THAT IN ORDER TO LOCK IN REVIEW AND
	DESIGN UNDER CURRENT ADOPTED CODE(S) PERMIT APPLICATION
	MUST BE MADE. THERE IS NO SCHEDULE OF CODE CHANGE UNTIL
	MARCH 1ST, 2009.
	** IF THERE ARE ANY QUESTIONS ON THIS PROCESS PLEASE
	CONTACT THIS OFFICE/REVIEWER/.

	2) NOTE: ALL PLANS ARE REQUIRED UNDER FLORIDA
	ADMINISTRATIVE CODE TO CONTAIN THE TITLE BLOCKS FOR
	ARCHITECT, ARCHITECTURAL FIRMS, AND ENGINEERING FIRMS
	ETC. THESE TITLE BLOCKS ARE REQUIRED TO INCLUDE
	INFORMATION AND ADDRESS OF PROJECT.
	THEY ARE REQUIRED TO CONTAIN ALL LICENSING INFORMATION
	FOR THE FIRMS, PRINTED LICENSE NUMBER, ADDRESS, AND
	PHONE NUMBER ETC.
	PLEASE SEE FAC 61G1-16.004 FOR ARCHITECT, ARCHITECTURAL
	FIRMS.
	PLEASE SEE FAC 61G15-23.002 FOR ENGINEERS AND
	ENGINEERING FIRMS.


	** PLEASE KNOW THAT A CERTIFICATE OF AUTHORIZATION
	LICENSE NUMBER IS REQUIRED FOR ALL ARCHITECTURAL FIRMS
	INCLUDING LANDSCAPING ARCHITECTURAL FIRMS PER FLORIDA
	STATUTES 481.219.

	** PLEASE KNOW THAT A CERTIFICATE OF AUTHORIZATION
	LICENSE NUMBER IS REQUIRED FOR ALL ENGINEERING FIRMS
	PER FS 471.023

	** THESE COMMENTS ARE FOR ALL TRADES AND ALL SHEETS
	WHETHER OR NOT COMMENTS ARE MADE BY OTHER TRADE
	REVIEWS. THESE ARE NOT NEW REQUIREMENTS IN FACT THEY
	HAVE BEEN AROUND SINCE LATE NINETEEN SEVENTIES.
	IF THERE ARE ANY QUESTIONS ON REQUIREMENTS PLEASE
	CONTACT THIS OFFICE/REVIEW OR DEPARTMENT OF BUSINESS
	AND PROFESSIONAL REGULATION FOR THE STATE OF FLORIDA.

	3) NOTE: SOME SHEETS IN SETS ARE NOT SIGNED, DATED OR
	SEALED BY ANY DESIGN PROFESSIONAL. PLEASE KNOW ALL
	PLANS SHALL CONTAIN PERSON RESPONSIBLE FOR DESIGN EVEN
	WHEN MEETING EXCEPTIONS TO FS 481.229 AND 471.003.
	THIS PROJECT DOES NOT MEET EXCEPTIONS AND THEREFORE
	MUST BE COMPLETED BY THE LICENSE DESIGNER OF RECORD.
	481.221,471.025.

	4) NOTE: PLEASE SUBMIT ELECTRICAL PLANS AND DETAILS FOR
	ELECTRICAL SCOPE OF WORK FOR SHELTERS ETC.
	PLEASE SHOW CONDUCTORS, OVER CURRENT PROTECTION,
	CIRCUITING ETC.
	PLEASE BE SURE TO SEE 2005 NEC, 2004 FBC FOR MINIMUM
	DESIGN FOR COMPLIANCE.
	IF THERE ARE ANY QUESTIONS ON THIS PLEASE CALL.

	IMPORTANT
	ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
	FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
	ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
	SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
	DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
	PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
	ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
	SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
	INTO TWO SETS/FOLDERS/BINDERS ETC.
	PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
	SHOULD BE SUBMITTED FOR REFERENCE.
	THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
	ANY DELAYS.

	IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
	TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
	CONTACT THIS REVIEWER.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPARTMENT
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	P	Date	2009-04-24			Cont ID
Sent By	dlauderm			Date	2009-04-24	Time	09:47	Rev Time	0.00
Received By	dlauderm			Date	2009-04-24	Time	09:47	Sent To

Notes

2009-04-24 09:46:19	WENT OVER CHANGES WITH ARCHITECT AT MEETING ON 04/23/09
	AND REVIEWED THE CHANGES.

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2009-04-14			Cont ID
Sent By	dlauderm			Date	2009-04-14	Time	15:09	Rev Time	0.00
Received By	dlauderm			Date	2009-04-14	Time	15:06	Sent To

Notes

2009-04-14 15:09:24	ANY QUESTIONS CONTACT:
	DEAN S. LAUDERMILK, PROJECT COORDINATOR
	ENGINEERING SERVICES DEPARTMENT
	[email protected]
	561-494-1083 (ENG. SERVICES)
	561-805-6716 (CONSTRUCTION SERVICES)
	SHEET 7 OF 40:
	1. KEY COLORING ON THIS SHEET DOES NOT MATCH 6 OF 40.
	CHANGE COLORING TO REDUCE CONFUSION.
	2. RAIN SHELTER IS NOT LOCATED AS SHOWN. IT IS
	APPROXIMATELY 87' NORTH AND 157' WEST OF CART PATH.
	SHEET 9 OF 40:
	1. SINCE YOU HAVE SHOWN THE PROPERTY LINE ON THIS SET
	OF DRAWINGS THE WORK SEEMS TO BE EXTENDING OFF THE
	PROPERTY. CHECK WITH THE PROJECT MANAGER V. NOEL
	(561-494-1096) FOR THE PROPER PROPERTY LINE. IF IT IS
	AS SHOWN THEN REDUCE THE "PERIMETER ZONE" WORK TO A
	POINT IT IS INSIDE CITY PROPERTY.
	SHEET 12, 14, 16, AND 18 OF 40:
	1. SEE NOTE ON 21 OF 40, THE OUTCOME OF HOW THE PUMP
	STATION IS DESIGNED WILL CHANGE THIS NOTE.
	2. THE NOTE STATES: "TO BE DISCONNECTED, OWNER TO
	DISPOSE OF PUMPS." THE DEMOLITION SHEET (5 OF 40) DOES
	NOT STATE THAT THE PUMP HOUSE, CONTROL PANEL, ELECTRIC
	LINES, OR CONCRETE PAD FOR THE EXISTING PUMPS ARE TO BE
	REMOVED. ARE THEY TO BE REMOVED, CAPPED OFF?
	SHEET 21 OF 40:
	1. I DO NOT HAVE THE PREVIOUS PLAN TO COMPARE TO THIS
	PLAN, BUT THIS PLAN SHOWS THE FINISHED FLOOR ELEVATION
	AS 15'-9". THE PLAN THEN GOES ON TO STATE THAT THE PUMP
	SET EXTENDS DOWN FROM THIS ELEVATION 11', WHICH PLACES
	IT AT ELEVATION 4'-9". THE ELEVATION ON THE INVERT OF
	THE INTAKE PIPE IS 1'-0". WHICH MEANS THAT THE BOTTOM
	OF THE WET WELL IS 2'-9" HIGHER THAN THE INTAKE PIPE.
	IT APPEARS THAT THE BOTTOM OF THE WETWELL SHOULD BE
	AROUND MINUS 2'-0" AND THAT THE PUMP SET SHOULD BOTTOM
	OUT AT AROUND MINUS 1'-0" OR 17' LONG. THIS WOULD MAKE
	THE WETWELL APPROXIMATELY 18' DEEP, WHICH WOULD AFFECT
	THE NOTES ON SHEETS 12,14, 16, AND 18 OF 40.
	2. INFORMATIONAL NOTE: SHEETS 12, 14, 16, AND 18 OF 40
	ALL HAVE A NOTE THAT STATE THE WETWELL SHALL BE "60"
	CONCRETE". HUGGER BANDS WILL NOT WORK WITH PVC PIPE,
	WHICH IS THE MATERIAL THAT HAS BEEN SUBMITTED WITH THIS
	SET OF PLANS (J-M PIPE, 24" CLASS 235 PSI, DR18, OR
	CLASS 165 PSI DR26), NEITHER CLASS WAS CHOSEN, BUT BOTH
	ARE PVC AND REQUIRE A DIFFERENT TYPE OF ADAPTER THAN
	THE "HUGGER BAND" THAT IS SHOWN ON THE PLAN. THE
	PREVIOUS REVIEWER WAS INTERESTED TO SEE WHAT MATERIAL
	WAS TO BE USED (IT DOES NOT STATE ON THIS SHEET, WHICH
	IT SHOULD). IT DOES GIVE A LIST OF PIPE MATERIALS THAT
	CAN BE USED ON SHEETS 12, 14, 16, AND 18 OF 40. THE
	MATERIALS DO NOT NEED TO BE SUBMITTED AT THIS TIME, TO
	CONSTRUCTION SERVICES, BUT LATER TO THE PROJECT MANAGER
	AT ENGINEERING SERVICES. TOWARDS THAT END ONE OF THE
	FOLLOWING ADAPTERS WILL BE REQUIRED TO ADAPT TO THE
	WETWELL FOR PVC;
	PVC MANHOLE TO PIPE ADAPTERS:
	USED TO SEAL THE PIPE TO THE MANHOLE. ALL ADAPTERS WILL
	BE MADE TO FIT PVC, SDR-26 PIPE. ADAPTERS FOR USE WITH
	ALL NEW CONSTRUCTION. PVC ADAPTERS SHALL HAVE DOUBLE
	GASKETED BELL, WITH SANDCOATING CAST INTO THE OUTSIDE
	TO ALLOW FOR ADHERENCE TO THE CONCRETE SEAL.
	HARCO - THE HARRINGTON CORP., P.O. BOX 10335,
	LYNCHBURG, VA 24306
	FLOW CONTROL
	OTHER MANHOLE TO PIPE ADAPTERS:
	USED TO SEAL THE PIPE TO THE MANHOLE. ALL ADAPTERS WILL
	BE MADE TO FIT PVC, SDR-26 PIPE. ADAPTERS FOR USE WITH
	ALL NEW CONSTRUCTION. ADAPTERS SHALL HAVE STAINLESS
	STEEL RING SEALS TO SEAL THE ADAPTER TO THE PIPE AND TO
	THE MANHOLE IF THEY ARE NOT POURED IN PLACE.
	PRESS SEAL GASKET CORPORATION
	PRESS-BOOT
	U.S. PRECAST MANHOLE W/HDPE LINER CAST-IN BOOT TO
	SLEEVE CONNECTION
	U.S. PRECAST HDPE LINER SYSTEM "TURN BACK" JOINT
	INSTALLED AFTER CAST
	3. I AM NOT A STRUCTURAL ENGINEER, BUT I WOULD THINK
	THAT THERE NEEDS TO BE SOME STEEL IN THE CONCRETE SLAB,
	AND THE SLAB NEEDS TO BE ON TOP OF THE WETWELL.
	4. SHEET 12 OF 40 HAS A NOTE THAT STATES: "WATER LEVEL
	NOVEMBER 18TH 1974 ELEV. 8.60', LOWEST ANTICIPATED
	WATER ELEV. 2.85'. SO WHY IS THERE A COMMENT THAT THE
	ELEVATION OF THE WATER (8.60') IS UNCONFIRMED ON THIS
	SHEET?
	5. SINCE THE WATER TABLE IS APPROXIMATELY 8.60' AND THE
	WETWELL IS AS DEEP AS IT MAY END UP, A NOTE NEEDS TO BE
	ADDED STATING THAT THE WETWELL NEEDS TO BE DESIGNED BY
	A PE AND CERTIFIED THAT IT WILL NOT FLOAT.
	34 OF 40:
	1. ADD TO ALL DETAILS THE USE OF FILTER FABRIC AROUND
	THE TOPS, SIDES AND BOTTOMS OF ALL OF THE GRAVEL.
	2. CHANGE THE NOTES "1/4 TO 3/4" WASHED GRAVEL TO 3/4"
	WASHED ROCK.
	35 OF 40:
	1. ADD TO DETAIL THE USE OF FILTER FABRIC AROUND THE
	TOPS, SIDES AND BOTTOMS OF ALL OF THE GRAVEL.
	2. CHANGE THE NOTES "1/4 TO 3/4" WASHED GRAVEL TO 3/4"
	WASHED ROCK.
	3. WHERE ARE THE CHANNEL DRAINS GOING TO BE PLACED THAT
	ARE SHOWN IN THIS DETAIL? STATE THERE SPECIFIC
	LOCATION.
	4. WATER FOUNTAIN SHELTER UTILITY PLAN IS CONFUSING.
	ADD TO THE END OF THE TITLE "(SEE SHEET F2, 28 OF 40)".
	5. I DO NOT KNOW HOW BUT CHANGE THE NOTE CONCERNING
	ABANDONING THE ELECTRIC AND WATER LINES, IT APPEARS YOU
	WANT TO CUT THEM OFF FROM THE BATHROOM. I WOULD THINK
	THAT YOU WOULD NEED THE WATER LINE FOR THE WATER
	FOUNTAIN.

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2008-12-09		Cont ID
Sent By	mgonzale			Date	2008-12-09	Time	Rev Time	1.00
Received By				Date	2008-12-05	Time	Sent To	ENG

Notes

2008-12-09 10:11:58	ENGINEERING REVIEW - FAILED - 12-09-08

	#1 PLAN D2 (PAGE 18 OF 37) SHOWN INCONSISTENCIES WITH
	THE PS1 (SHEET 21 OF 37)
	SIZE OF INTAKE SCREENS, SCREEN PATTERNS,
	#2 INTAKE PIPE MATERIAL NEEDS TO BE SPECIFIC.
	#3 INCONSISTENCIES IN THE FFE AND GRADE.
	#4 SHOW ALL ELEVATIONS. PS1
	#5 PLEASE USE CONSISTENCY WHEN LABELING DIMENSIONS
	(EITHER DECIMAL OR FT. IN. PICK ONE)
	#6 PLAN VIEW OF THE INTAKE AREA IS NEEDED.
	STABILIZATION OF THE BANK IS REQUIRED. IT MUST PROVIDE
	ENOUGH COVERAGE TO INCLUDE RESTABILIZATION OF THE BANK
	BASED ON THE ANGLE OF REPOSE DISTURBED
	WHEN LAYING THE PIPE.
	#7 ELEVATIONS ARE NOT CONSISTENT FROM D2 TO PS1, VERIFY
	#8 PROVIDE SURVEY AND OR PROPERTY LINE SO AS TO
	IDENTIFY WHERE PUMP STATION WILL BE LOCATED.
	#9 PERMIT FROM SFWMD MAY APPLY. WATER USE CALCULATIONS
	WILL BE INCREASED? VERIFY
	#10 WHERE WILL 12"X8" REDUCER OFFSET PIPE SEGMENT ON
	SHEET PS1 WILL BE USED? CALL MATERIAL
	#11 SEE PLAN FOR NOTES AND REDLINES FOR OTHER MISC
	ITEMS.
	#12 SUBMIT A SWPPP (STORMWATER POLLUTION PREVENTION
	PLAN MUST BE USED. SPECIFICALLY WORKING AROUND THE NEW
	PUMP STATION AREA.
	ALSO IDENTIFY WHAT WORK WILL OCCUR AT THE PREVIOUS
	PUMPING LOCATION. CONTRACTOR WILL NEED THIS TO MAINTAIN
	HIS SWPPP
	HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER/SWPPP.CFM
	#13 SHOW PROJECT INTERACTION WITH FDOT ROW (ANY
	DRAINAGE CONCERNS?)

	MANUEL J GONZALEZ, PROJECT COORDINATOR
	LOCATION ADDRESS:
	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	1000 - 45TH STREET, SUITE 15
	WEST PALM BEACH FL 33407
	MAILING ADDRESS:
	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	P.O. BOX 3506
	WEST PALM BEACH FL 33401
	TELEPHONE:
	45TH STREET OFFICE : 561-494-1040
	45TH DIRECT: 561-494-1085
	FAX: 561-494-1117
	CITY HALL OFFICE: (561) 805-6723
	CITY HALL DIRECT: (561) 805-6327
	CITY HALL FAX: (561) 805-6731 OR 805-6676
	NEXTEL: 561-644-7301
	NEXTEL DIRECT CONNECT: 1592816538

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2009-04-24			Cont ID
Sent By	mawillia			Date	2009-04-24	Time	10:21	Rev Time	0.00
Received By	mawillia			Date	2009-04-24	Time	09:54	Sent To

Notes

2009-04-24 10:15:34	***APPROVED W/PROVISO***

	PLAN SHEET G-2 STAMPED, INITIALED, AND DATED WITH
	FOLLOWING PROVISO.


	PROVISO:

	ROADS WHICH MAY BE USED FOR FIRE DEPARTMENT ACCESS
	SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED
	LOADS OF FIRE APPARATUS AND SHALL BE PROVIDED WITH AN
	ALL-WEATHER DRIVING SURFACE. THESE ROADS SHALL HAVE
	ADEQUATE VERTICAL CLEARANCES AND WIDTH TO ACCOMMODATE
	FIRE APPARATUS.


	CAPT. MICHAEL A. WILLIAMS
	FIRE PLAN REVIEW
	561-805-6722

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date			Cont ID
Sent By				Date	2009-10-07	Time	Rev Time	0.00
Received By				Date	2009-10-07	Time	Sent To

Notes

2009-10-07 17:12:52

TO JW DESK

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2009-08-05			Cont ID
Sent By	kstevens			Date	2009-08-05	Time	09:17	Rev Time	0.00
Received By	kstevens			Date	2009-08-05	Time	09:17	Sent To	B

Notes

2009-08-05 09:17:56

TO JW'S DESK

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2009-04-09			Cont ID
Sent By	adarroug			Date	2009-04-09	Time	09:55	Rev Time	0.00
Received By	adarroug			Date	2009-04-09	Time	09:55	Sent To

Notes

2009-04-09 09:55:54

TO "C32"

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date				Cont ID
Sent By				Date	2008-12-09	Time		Rev Time	0.00
Received By	adarroug			Date	2008-11-18	Time	08:50	Sent To

Notes

2008-11-18 08:50:46

TO "COMM" BD#43--EXPEDITED--

Review Stop	L			LANDSCAPING
Rev No	2	Status	P	Date	2009-04-24			Cont ID
Sent By	rkussner			Date	2009-04-24	Time	15:02	Rev Time	0.00
Received By	rkussner			Date	2009-04-24	Time	15:02	Sent To

Notes

2009-04-24 15:05:43	*LANDSCAPE REVIEW PASSED WITH 'PROVISO'*

	1. ALL LANDSCAPE COMMENTS MADE ON 4/23/09 SHALL BE
	ADDRESSED WITH THE PLANS REVISED AND APPROVED PRIOR TO
	FINAL INSPECTION.

	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
	KUSSNER @ (561) 822-1462.

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	2009-04-24			Cont ID
Sent By	rkussner			Date	2009-04-23	Time	13:05	Rev Time
Received By	jwitmer			Date	2009-04-23	Time	12:11	Sent To

Notes

2009-04-23 13:41:05	*LANDSCAPE REVIEW FAILED*

	1 PURSUANT TO SECTION 94-445 (4)(G)(3), AUTOMATIC
	IRRIGATION SYSTEMS SHALL BE USED FOR THE CULTIVATED
	LANDSCAPED AREAS FOR ALL PROPERTIES.

	2. PURSUANT TO SECTION 94-448 (F)(11), TREES WHICH ARE
	INCLUDED AS PROHIBITED TREES PURSUANT TO SUBSECTION
	94-445(4)(I), SHALL BE REMOVED AND DISPOSED OF FROM THE
	ENTIRE SITE BEFORE A CERTIFICATE OF OCCUPANCY CAN BE
	OBTAINED. THIS WOULD INCLUDE ALL REAS MENTIONED IN ITEM
	#1.

	3 SUBMIT A TREE ALTERATION PERMIT APPLICATION WITH TWO
	(2) SETS OF PLANS TO THE PLANNING AND ZONING
	DEPARTMENT. ALL TREES TO REMAIN IN PLACE OR BE
	RELOCATED SHALL BE CLEARLY IDENTIFIED ON THE LANDSCAPE
	PLAN AND DISPLAYED IN TABULAR FORM. THE QUANTITIES
	SHALL BE SHOWN. THE NEW LOCATION OF TREES BEING
	RELOCATED SHALL BE SHOWN AND ALL TREES DESIGNATED TO BE
	RELOCATED ---SHALL BE RELOCATED. A NOTE MAKING THIS
	PROCESS OPTIONAL SHALL BE REMOVED FROM THE PLAN.

	4. PURSUANT TO SECTION 94-443 (D)(2)(E)(1), AT LEAST 30
	PERCENT OF THE LINEAR FEET AROUND THE EXTERIOR OF ALL
	COMMERCIAL STRUCTURES SHALL BE PLANTED WITH TREES,
	SHRUBS OR HEDGES. THIS APPLIES TO ALL PROPOSED
	STRUCTURES.


	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
	KUSSNER @ (561) 822-1462,

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2009-04-24			Cont ID
Sent By	jwitmer			Date	2009-04-24	Time	14:26	Rev Time	0.00
Received By	jwitmer			Date	2009-04-24	Time	14:26	Sent To

Notes

2009-04-24 14:27:47	PASSED BY THTE BUILDING OFFICIAL DOUG WISE WITH
	SIGNATURE ON COVERSHEET.

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2008-11-20			Cont ID
Sent By	kstevens			Date	2008-11-20	Time	15:17	Rev Time	0.00
Received By	kstevens			Date	2008-11-20	Time	15:16	Sent To

Notes

2008-11-21 07:16:13	DENIED
	REFERENCE: FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES
	FBC-2004 CHAPTER 1

	1. ALL SHEETS DESIGNED BY THE LANDSCAPE ARCHITECT SHALL
	HAVE A TITLE BLOCK AND SHOW THE INFORMATION REQUIRED BY
	FAC 61G1-16.004(1)(2)(3)(4)(5)(6). FS 481.219,
	481.2055. ALSO THE DATE THE SIGNATURE AND SEAL ARE
	AFFIXED TO THE PLANS SHALL BE INDICATED ON THE PLANS ON
	OR NEAR THE SEAL.

	2. IRRIGATION SHEETS 12, 14, 16 OR 18 SHALL INDICATE
	THE LOCATION OF THE RAIN SENSOR/WEATHER STATION
	W/TELEPHONE LINK. SECTION 106.1.1

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & 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. REMOVE
	ALL VOID SHEETS FROM ALL PLANS AND PLACE
	ONE SET OF THEM LOOSELY ON TOP OF THE
	COLLATED PLANS TO BE REVIEWED.
	THANK YOU FOR YOUR ANTICIPATED COOPERATION.

	REVIEW BY KEN STEVENS
	(561) 805-6721
	FAX (561) 805-6731
	E-MAIL [email protected]

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2009-04-24			Cont ID
Sent By	jroach			Date	2009-04-24	Time	14:15	Rev Time	0.00
Received By	jroach			Date	2009-04-24	Time	14:15	Sent To

Notes

2009-04-24 14:16:37	ZONING PLAN REVIEW

	PERMIT NO.: 08110304
	ADDRESS: 7001 PARKER AVENUE
	CONTRACTOR/CONTACT: WEITZ GOLF INTERNATIONAL LLC -
	BRYAN BERNARDO
	TELEPHONE NO.: 561.799.7800
	SCOPE OF REVIEW: REGRADING/REGRASSING, NEW IRRIGATION,
	PUMP STATION, NEW SHELTERS, NEW LANDSCAPING.

	REVIEW STATUS: PASSED WITH PROVISOS

	PRIOR TO FINAL INSPECTION DETAILS SHALL BE PROVIDED
	REGARDING THE INSTALLATION OF THE ADDITIONAL NETTING.
	ARE THE POLES EXISTING? PLEASE INDICATE THE OVERALL
	HEIGHT, ETC. AND HOW THIS WILL BE INSTALLED.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN ROACH, SENIOR PLANNER
	PHONE: (561) 822-1435
	EMAIL: [email protected]

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2009-04-23			Cont ID
Sent By	jroach			Date	2009-04-23	Time	11:41	Rev Time	0.00
Received By	jroach			Date	2009-04-23	Time	11:41	Sent To

Notes

2009-04-23 11:46:21	ZONING PLAN REVIEW

	PERMIT NO.: 08110304
	ADDRESS: 7001 PARKER AVENUE
	CONTRACTOR/CONTACT: WEITZ GOLF INTERNATIONAL LLC -
	BRYAN BERNARDO
	TELEPHONE NO.: 561.799.7800
	SCOPE OF REVIEW: REGRADING/REGRASSING, NEW IRRIGATION,
	PUMP STATION, NEW SHELTERS, NEW LANDSCAPING.

	REVIEW STATUS: FAILED

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

	1) PLEASE PROVIDE DETAILS REGARDING THE INSTALLATION OF
	THE ADDITIONAL NETTING. ARE THE POLES EXISTING? PLEASE
	INDICATE THE OVERALL HEIGHT, ETC. AND HOW THIS WILL BE
	INSTALLED.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN ROACH, SENIOR PLANNER
	PHONE: (561) 822-1435
	EMAIL: [email protected]

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2008-11-26			Cont ID
Sent By	jroach			Date	2008-11-26	Time	12:01	Rev Time	0.00
Received By	jroach			Date	2008-11-26	Time	11:28	Sent To

Notes

2008-11-26 12:12:06	ZONING PLAN REVIEW
	PERMIT: 08110304
	ADD: 7001 PARKER AVE.
	CONT: MAJOR WORKING DRAWING/ VINCENT NOEL
	TEL: (561) 622-7288

	REVIEW STATUS: FAILED

	1) A CLASS B SPECIAL USE PERMIT SHALL BE APPROVED BY
	THE ZONING BOARD OF APPEALS PRIOR TO THE ISSUANCE OF
	ANY PERMITS. PLEASE CONTACT ME REGARDING APPLICATION
	MATERIALS, PROCESS, ETC.

	2) THE PROPERTY SHALL BE REPLATTED.

	3) PLEASE CLARIFY WHY A PORTION OF THE PROPERTY IS
	UNDER PRIVATE OWNERSHIP. PLEASE REFER TO PCN:
	74-43-44-09-06-000-0790, WHICH IS OWNED BY TIM EDWARDS
	SERVICES, INC.

	4) THE SMALL SINGLE PARCEL ON THE SOUTH SIDE OF MADDOCK
	STREET, WEST OF GEORGIA AVENUE SHOULD BE REZONED TO
	RECREATION OPEN SPACE (ROS) SO AS TO CREATE A
	CONSISTENT ZONING/LAND USE ACROSS ALL OF THE GOLF
	COURSE/PARK PROPERTY.

	5) PLEASE PROVIDE DETAILS REGARDING THE INSTALLATION OF
	THE ADDITIONAL NETTING. ARE THE POLES EXISTING? PLEASE
	INDICATE THE OVERALL HEIGHT, ETC. AND HOW THIS WILL BE
	INSTALLED.

	6) PLEASE INDICATE THE PROPERTY LINES ON ALL PLANS AND
	PROVIDE THE DIMENSIONS FROM THE PROPERTY LINES TO ALL
	OF THE PROPOSED STRUCTURES/SHELTERS.

	7) PLEASE PROVIDE THE OVERALL HEIGHT DIMENSIONS ON ALL
	STRUCTURE DETAILS.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN ROACH, SENIOR PLANNER
	PHONE: (561) 822-1435
	EMAIL: [email protected]