City of West Palm Beach eGovPlus

Plan Review Details - Permit 06110349

Plan Review Stops For Permit 06110349

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	14	Status	F	Date	2008-07-31			Cont ID
Sent By	jwitmer			Date	2008-07-31	Time	13:36	Rev Time	1.22
Received By	jwitmer			Date	2008-07-31	Time	13:36	Sent To	PC

Notes

2008-07-31 13:38:02	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES
	LLC
	TEL: (954)444-8463
	DATE:7-31-08


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVIEW- DENIED
	SUBMITTALS: J.B.GARAGE DOORS
	IN THE ORIGINAL SUBMITTALS FOR SECTIONAL DOORS THE
	DESIGNER OF RECORD ALSO SUBMITTED DESIGN CRITERIA FOR
	DOOR BUCK ATTACHMENTS. SINCE THIS IS A SEPERATE NOAAND
	DOOR SIZE IS CONSIDERABLY LARGEER THAN THE 100 SQ FT
	ORIGINALLY SUBMITTED THERE ARE TWO QUESTIONS THAT
	ARISE:
	1) ARE DOOR BUCKS TO BE INSTALLED AGAIN, IF SO PLEASE
	PROVIDE THE ENGINEERING FOR THE DOOR BUCKS, SEE SHEET 2
	OF 4 AND BUCK ATTACHMENTCOMMENTS AS WELL AS SHEET 1 OF
	4 COMMENT# 4 ANCHORING OR LOADING CONDITIONS OTHER THAN
	THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS
	APPROVAL.
	2) IF BUCKS ARE NOT TO BE USED, THEN CIRCLE THE
	CONDITIONS TO BE USED FOR THIS INSTALATION.AND ON SHEET
	4 OF 4 CIRCLE HEIGHT OF DOOR TO BE INSTALLED.

	BUILDING PLAN REVIEW
	PERMIT: 06110347
	ADD: 5655 PREMIER PARK DR. BLDG# 1
	CONT:GLOBAL CONSTRUCTION ASSOCIATES
	LLC
	TEL: (954)444-8463
	DATE:4-28-08


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVIEW- DENIED
	SUBMITTALS:

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	13	Status	P	Date	2008-07-07			Cont ID
Sent By	jwitmer			Date	2008-07-07	Time	13:44	Rev Time	1.22
Received By	jwitmer			Date	2008-07-07	Time	13:44	Sent To	PC

Notes

2008-07-07 13:47:00	PREMIER PARK BUILDING #3


	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC
	TEL: (954)444-8463


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVIEW-PRODUCT APPROVALS
	ACTION: REVIEWED
	SUBMITTALS: ARCH ALUMINUM
	OUTSWING DOOR NOA 05-0829.08
	STOREFRONTNOA 05-0906.05

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	12	Status	P	Date	2008-07-07			Cont ID
Sent By	jwitmer			Date	2008-07-07	Time	13:19	Rev Time	0.77
Received By	jwitmer			Date	2008-07-07	Time	13:19	Sent To	PC

Notes

2008-07-07 13:32:57	PREMIER PARK BUILDING #3


	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC
	TEL: (954)444-8463


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVISION REVIEW-
	ACTION: REVIEWED


	REVISIONS: SHEET A-15 REVISION # 6
	PROVISO:
	EFIS/ EPS EXTERIOR MOLDINGSHOP DRAWINGS TO BE
	SUBMITTED REVIEWED BY THE DESIGN TEAM.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	11	Status	P	Date	2008-07-07			Cont ID
Sent By	jwitmer			Date	2008-07-07	Time	11:22	Rev Time	1.33
Received By	jwitmer			Date	2008-07-07	Time	11:22	Sent To	PC

Notes

2008-07-07 11:53:57	PERMIT: 06110347
	ADD: 5655 PREMIER PARK DR. BLDG# 1
	CONT:GLOBAL CONSTRUCTION ASSOCIATES
	LLC
	TEL: (954)444-8463
	DATE:7-07-08


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVIEW:
	SUBMITTALS: ARCH ALUMINUMNOA 05-0906.05STOREFRONT
	IMPACT WALL 3000 SERIES
	ARCH ALUMINUM NOA05-0829.08
	OUTSWING DOOR

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	10	Status	P	Date	2008-06-06			Cont ID
Sent By	jwitmer			Date	2008-06-06	Time	16:22	Rev Time	1.22
Received By	jwitmer			Date	2008-06-06	Time	16:23	Sent To	PC

Notes

2008-06-06 16:27:54	REVISIONS:
	S2.1 REV# 2 6-2-08
	SS3.1 REV# 2 6-2-08
	A4 REV#6 5-30-08
	A6 REV#6 5-30-08
	A12 REV# 6 5-30-08

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	9	Status	F	Date	2008-06-06			Cont ID
Sent By	jwitmer			Date	2008-06-06	Time	16:10	Rev Time	0.77
Received By	jwitmer			Date	2008-06-06	Time	16:10	Sent To	PC

Notes

2008-06-06 16:15:55	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES
	LLC
	TEL: (954)444-8463
	DATE:

	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVISIONREVIEW:
	ACTION: DENIED

	SHEET A-15 REVISION# 6INDICATES THE REVISION OF TRIM
	TO BE SECURED TO WALL WITH ADHESIVE AND FASTENERS AT
	2'-0" O.C. AS REQUIRED BY APPROVED MANUFACTURES
	SPECIFICATIONS AND REVIEWED SHOP DRAWINGS BUT THE BACK
	UP INFORMATION WAS NOT SUBMITTED. 106.1.2 ADITIONAL
	INFORMATION REQUIRED.

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

	TEL: (561)805-6715
	FAX: (561)659-8026
	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	8	Status	F	Date	2008-04-30			Cont ID
Sent By	jwitmer			Date	2008-04-30	Time	17:11	Rev Time	0.77
Received By	jwitmer			Date	2008-04-30	Time	17:11	Sent To	PC

Notes

2008-04-30 17:14:31
	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES
	LLC
	TEL: (954)444-8463
	DATE:

	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVIEW:
	ACTION: DENIED

	RAILING SHOP DRAWINGS TOP AND BOTTOM OF STAIR
	HANDRAILS, SEE FIGURE 11-19(C) AND FIGURE 11-19(D),
	HANDRAIL EXTENSIONS SHALL COMPLY WITH SECTION 11-4.4.
	SEE 27" NOT THE 2'-10" AS INDICATED ON PLANS.

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

	TEL: (561)805-6715
	FAX: (561)659-8026
	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	7	Status	P	Date	2008-04-30			Cont ID
Sent By	jwitmer			Date	2008-04-30	Time	16:55	Rev Time	3.55
Received By	jwitmer			Date	2008-04-30	Time	16:55	Sent To

Notes

2008-04-30 16:56:17	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES
	LLC
	TEL: (954)444-8463
	DATE:


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	REVIEW:
	SUBMITTALS:
	SUBMITTAL DRAWINGS (3.02)
	SUBMITTAL PARTIAL ROOFING PLAN (S.04)
	SUBMITTAL PANEL REINFORCING SPECS (S3.11) SUBMITTAL
	JOIST SHOP DRAWINGS (S.01)
	SUBMITTAL STEEL PANEL SHOP DRAWINGS
	SUBMITTAL ANCHOR BOLT, ROOF, PANEL EMBED DRAWINGS
	SUBMITTAL METAL DOOR,S FRAMES AND HARDWARE(8.02)
	SUBMITTAL OVERHEAD SECTIONAL DOORS (8.03) SUBMITTAL
	STUCCO & EFIS ACCESSORIES (9.01)

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	6	Status	P	Date	2008-03-20			Cont ID
Sent By	shill			Date	2008-03-20	Time	09:01	Rev Time	0.00
Received By	shill			Date	2008-03-20	Time	08:13	Sent To

Notes

2008-03-20 09:28:38	NOA 03-0501.06 WITH ENHANCED FASTENING CALCULATIONS
	SUBMITTED FOR ROOF (INFORMATIONAL ONLY)

	PROVISO

	AT RISK PERMIT (SHELL), CODE COMPLIANCE TO BE SHOWN FOR
	IMPACT FEES, EGRESS AND ACCESSIBILITY FOR TENANT
	BUILDOUTS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	F	Date	2008-03-07			Cont ID
Sent By	shill			Date	2008-03-07	Time	10:57	Rev Time	0.00
Received By	shill			Date	2008-03-07	Time	10:44	Sent To

Notes

2008-03-07 10:58:30	**CORRECTIONS**

	SAMANTHA HILL, BUILDING PLANS EXAMINER
	561-805-6724 [email protected]
	FBCFLORIDA BUILDING CODE 2004
	FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
	CODE
	FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL
	FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
	FAC FLORIDA ADMINISTRATIVE CODE
	FSFLORIDA STATUTE

	3.FROM PREVIOUS LIST, REQUIRES THREE ORIGINAL
	ORIGINAL SIGNATURES, NOT COPIES.FBC1804.2.2, SOILS
	REPORT REQUIRED, FS471 REQUIRES SIGNED, SEALED, DATED
	ORIGINALS WHEN SUBMITTED FOR PUBLIC RECORD.ONE SHEET
	IN EACH REPORT IS AN ORIGINAL SIGNATURE, ONE SHEET IS A
	SEALED PHOTOCOPY, AND ONE SHEET IS AN UNSEALED
	PHOTOCOPY.PLEASE SIGN AND SEAL SHEETS WITH A
	SIGNATURE.

	7.PLEASE KEEP THE THREE SETS OF PRODUCT APPROVALS IN
	THE PERMIT PACKAGE.

	7C SKYLIGHTS, THE SKYLIGHT REPORTS ARE OK, PLANS NEED
	WELDING INFO FOR THE SKYLIGHT BASE TO THE BAR JOIST.I
	DO NOT SEE WHERE THIS HAS BEEN ADDRESSED IN THE PLAN
	AND IT WAS NOT REFERENCED IN THE RESPONSE LETTER.

	11.PLEASE KEEP ANCHORAGE OF EFIS MOLDING INFORMATION
	IN THE PERMIT PACKAGE.

	16.BEFORE A PERMIT TO CONSTRUCT MAY BE ISSUES, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY.THE PLANS MUST
	BE STAMPED AND THE RECEIPT ATTACHED TO THE APPLICATION.
	233-5025.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	F	Date	2008-01-15			Cont ID
Sent By	jwitmer			Date	2008-01-15	Time	16:00	Rev Time	4.44
Received By	jwitmer			Date	2008-01-15	Time	16:00	Sent To

Notes

2008-01-15 16:01:17	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC
	TEL: (954)444-8463


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	4THREVIEW- AS APERMIT APPLICATION!
	ACTION: DENIED


	1)--- VERY IMPORTANT STATEMENT ---
	PLEASE DO NOT IGNORE!
	WHEN RESUBMITTING PLANS PLEASE REMOVE & REPLACE ANY
	PAGES AS NECESSARY.
	A TRANSMITTAL LETTERLISTING 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.

	2)FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
	THE COURT BEFORE A PERMIT WILL BE ISSUED. NOTE:
	713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
	COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS
	AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
	VOID.

	3) SEMI-COMPLIED, REQUIRES THREE "ORIGINAL"ORIGINAL
	SIGNATURES NOT COPIES!!!! AND RAISED EMBOSSED SEALED
	REPORTS. REPORTS SUPPLIED FROM JULY 17,2006 3RD
	REQUEST, SUBMITTED (3) REPORTS DATED MAY 21, 2004,
	STRUCTURAL SHEETS INDICATE A SOILS TEST WAS CONDUCTED
	BY NUTTING ENGINEERING, PROJECT# 14157.1, JULY 17,
	2006. PLEASE PROVIDE 3 ORIGINAL DOCUMENTS SIGNED AND
	SEALED.
	FL BLD CODE 1804.2.2 QUESTIONABLE SOILS, WHERE THE
	BEARINGCAPACITY IS NOT DEFINETLY KNOWN OR IS IN
	QUESTION. WHERE THE BEARING CAPACITY OF THE SOIL IS NOT
	DEFINITLY KNOWN OR IS IN QUESTION THE BUILDING OFFICIAL
	MAY REQUIRE EXPLORATIONS, TEST OR OTHER ADEQUATE PROOF
	AS TO THE PERMISSIBLE SAFE BEARING
	CAPACITY. REQUIRED TEST AND RECOMMENDATIONS SUBMITTED
	TO VERIFY BEARING CAPACITY SHALL BE CERTIFIED BY A
	GEOTECHNICAL
	REPORT FROM A DESIGN PROFESSIONAL PROPERLY LICENSED IN
	THE STATE OF FLORIDA.




	4 -6 ) COMPLIED.

	7)FOURTHREQUEST,FL BLD CODE 1609.1.4:
	COMPONENTS & CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD
	OR RESIDENT INSPECTOR) OF PRODUCT TESTING REPORTS
	,MISSING REPORTS ARE AS FOLLOWS:
	A) STOREFRONT WINDOWS REPORTS SUPPLIED FROM YKKWILL
	EITHER NEED ENGINERING CALCULATIONS OR THE DADE COUNTY
	REPORT. THE STATE COVER SHEET INDICATES IF ANCHOR
	CALCULATIONS HAVENOT BEEN VERIFIED BY A PE A 1/3RD
	DECREASE NEEDS TO BE TAKEN. ALSO HIGHLIGHT AS TO WHICH
	GLASS TYPE WILL BE INSTALLED IN THE FRAME FOR THE
	POSITIVE AND NEGATIVE PRESSURES TO BE USED.
	B) MULLIONS- UNDER STOREFRONT REPORT
	C) SKYLIGHTS- THE SKYLIGHTS REPORTS ARE OK, PLANS NEED
	WELDING INFO FOR THE SKYLIGHT BASE TO THE BARJOISTD)
	EXTERIOR GLAZED DOORSREPORTS SUPPLIED FROM YKKWILL
	EITHER NEED ENGINERING CALCULATIONS OR THE DADE COUNTY
	REPORT. THE STATE COVER SHEET INDICATES IF ANCHOR
	CALCULATIONS HAVENOT BEEN VERIFIED BY A PE A 1/3RD
	DECREASE NEEDS TO BE TAKEN. ALSO HIGHLIGHT AS TO WHICH
	GLASS TYPE WILL BE INSTALLED IN THE FRAME FOR THE
	POSITIVE AND NEGATIVE PRESSURES TO BE USED.
	E) EXTERIOR HOLLOW METAL DOORS-OK
	F) ROLL UP DOORS-OK
	G) LOUVERS- OK
	H) ROOFING ASSEMBLIES- THE REPORT FROM FEDERAL
	REFRENENCES THE WRONG NOA NUMBERAND THE AMOUNT OF PAGES
	FOUND IN THE REPORT.

	1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
	M) ABOVE GRADE SHALL MEET
	THE PROVISIONS OF THE SMALL MISSILE TEST.

	8-10) COMPLIED.

	11) BUILDING PROVISO: SHOP DRAWINGS TO BE SUBMITTED FOR
	ANCHORAGE OF EFIS MOLDINGS BEFORE START OF INSTALLATION
	WITH FASTENING INFORMATION.1406.2.2

	12-15) COMPLIED.

	16)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.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2007-11-01			Cont ID
Sent By	jwitmer			Date	2007-11-01	Time	08:33	Rev Time	3.33
Received By	jwitmer			Date	2007-11-01	Time	08:33	Sent To

Notes

2007-11-01 10:11:10	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC
	TEL: (954)444-8463


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	3RDREVIEW- AS APERMIT APPLICATION!
	ACTION: DENIED


	1)--- VERY IMPORTANT STATEMENT ---
	PLEASE DO NOT IGNORE!
	WHEN RESUBMITTING PLANS PLEASE REMOVE & REPLACE ANY
	PAGES AS NECESSARY.
	A TRANSMITTAL LETTERLISTING 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.

	2)FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
	THE COURT BEFORE A PERMIT WILL BE ISSUED. NOTE:
	713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
	COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS
	AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
	VOID.

	3) SEMI-COMPLIED, REQUIRES THREE ORIGINAL SIGNED AND
	SEALED REPORTS FROM JULY 17,2006 3RD REQUEST, SUBMITTED
	(3) REPORTS DATED MAY 21, 2004, STRUCTURAL SHEETS
	INDICATE A SOILS TEST WAS CONDUCTED BY NUTTING
	ENGINEERING, PROJECT# 14157.1, JULY 17, 2006. PLEASE
	PROVIDE 3 ORIGINAL DOCUMENTS SIGNED AND SEALED.
	FL BLD CODE 1804.2.2 QUESTIONABLE SOILS, WHERE THE
	BEARINGCAPACITY IS NOT DEFINETLY KNOWN OR IS IN
	QUESTION. WHERE THE BEARING CAPACITY OF THE SOIL IS NOT
	DEFINITLY KNOWN OR IS IN QUESTION THE BUILDING OFFICIAL
	MAY REQUIRE EXPLORATIONS, TEST OR OTHER ADEQUATE PROOF
	AS TO THE PERMISSIBLE SAFE BEARING
	CAPACITY. REQUIRED TEST AND RECOMMENDATIONS SUBMITTED
	TO VERIFY BEARING CAPACITY SHALL BE CERTIFIED BY A
	GEOTECHNICAL
	REPORT FROM A DESIGN PROFESSIONAL PROPERLY LICENSED IN
	THE STATE OF FLORIDA.




	4 A) FBC* 105.3RESIDENT INSPECTOR. SUBMIT INSPECTOR
	RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA,
	DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM.A RESIDENT
	INSPECTOR PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO
	ONE OR MORE OF THE FOLLOWING:
	- BUILDINGS/ADDITIONS OF TYPE I OR II
	CONSTRUCTION
	- ANY MAJOR STRUCTURAL ALTERATIONS
	- STRUCTURES IN WHICH THE CONCRETE
	DESIGN IS BASED ON COMPRESSIVE
	STRENGTH (F'C) IN EXCESS OF 3000 PSI
	- PILE DRIVING
	- BUILDINGS OVER 20,000 SQ FT IN AREA
	- BUILDINGS OVER 2 STORIES IN HEIGHT
	- BUILDING/STRUCTURES OF UNUSUAL DESIGN
	OR METHODS OF CONSTRUCTION

	4B) SECOND REQUEST, SINCE THIS BUILDING WILL REQUIRE A
	RESIDENT INSPECTORSUBMITTALS(3) SETS OF PLANS,
	REPORTS, AND OR OTHER REQUIRED SUBMITTALS (PRODUCT
	APPROVALS) WILL BE REQUIRED FOR REVIEW.
	1) MISSING (1)SOILS REPORT LISTED ABOVE.
	2) LIGHTING POLES- ONLY 2 REPORT SUBMITTED, RAISED SEAL
	ILLEGIBLE, NOT EMBOSSED ENOUGH TO READ, MISSING THE
	PRINTED NAME OF ENGINEER IN TITLE BLOCK 61G15-23.002(2)
	FL. ADMIN. CODE. PLANS SIGNED & SEALED BY A
	PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: NAME,
	ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, THE NAME
	AND LICENSE NUMBER OF THE ENGINEER AND THE NAME,
	ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE
	ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER IS
	PRACTICING (471.025 F.S. AND 471.023 F.S.).

	5-6 ) COMPLIED.

	7)THIRD REQUEST,FL BLD CODE 1609.1.4: COMPONENTS
	& CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
	INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS
	ARE AS FOLLOWS:
	A) STOREFRONT WINDOWS
	B) MULLIONS
	C) SKYLIGHTS
	D) EXTERIOR GLAZED DOORS
	E) EXTERIOR HOLLOW METAL DOORS
	F) ROLL UP DOORS
	G) LOUVERS
	H) ROOFING ASSEMBLIES

	1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
	M) ABOVE GRADE SHALL MEET
	THE PROVISIONS OF THE SMALL MISSILE TEST.

	8)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

	9)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.

	10) THIS SUBMITTAL DOESN'T INCORPORATE ANY ROOFING
	PRODUCT APPROVALS, HERE IS A LIST OF COMMON ISSUES THAT
	WILL FAIL A ROOFING REPORT SUBMITTAL:THIS ROOF IS
	MISSING OR NOT INCOMPLIANCE WITH THE FOLLOW
	ITEMS:
	___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
	___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. ___
	CONTRACTOR FAILED TO INDICATE WHICH SYSTEM OR SUBSYSTEM
	WILL BE USED.
	___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE
	___ .
	___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD
	THE FASTENERRESISTANCE BE LESS THAN THATREQUIRED,
	AS DETERMINED BY THE BUILDING OFFICIAL, A REVISED
	FASTENER SPACING, PREPAREDSIGNEDAND SEALED BY A
	FLORIDA REGISTERED PROFESSIONAL ENGINEER, REGISTERED
	ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
	SUBMITTED.
	___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
	ENHANCED FASTENING ALLOWED.

	11) BUILDING PROVISO: SHOP DRAWINGS TO BE SUBMITTED FOR
	ANCHORAGE OF EFIS MOLDINGS BEFORE START OF INSTALLATION
	WITH FASTENING INFORMATION.1406.2.2

	12) COMPLIED.

	13) COMPLIED.

	14)COMPLIED.

	15) THIRD REQUEST, NOTE WITH THE PRODUCT APPROVALS NOT
	SUBMITTED THE ROLL UP DOORS MAY OR MAY NOT REQUIRE DOOR
	BUCKS AND ATTACHMENT.1714.5.4.2.

	16)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.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2007-06-28			Cont ID
Sent By	jwitmer			Date	2007-06-28	Time	13:40	Rev Time	2.22
Received By	jwitmer			Date	2007-06-28	Time	13:40	Sent To

Notes

2007-06-28 13:40:45	PREMIER PARK BUILDING #3


	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC
	TEL: (954)444-8463


	FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006
	REVISIONS
	* WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE

	1STREVIEW- AS APERMIT APPLICATION!
	ACTION: DENIED


	1)--- VERY IMPORTANT STATEMENT ---
	PLEASE DO NOT IGNORE!
	WHEN RESUBMITTING PLANS PLEASE REMOVE & REPLACE ANY
	PAGES AS NECESSARY.
	A TRANSMITTAL LETTERLISTING 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.

	2)FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
	THE COURT BEFORE A PERMIT WILL BE ISSUED. NOTE:
	713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
	COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS
	AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
	VOID.

	3) 2ND REQUEST, STRUCTURAL SHEETS INDICATE A SOILS TEST
	WAS CONDUCTED BY NUTTING ENGINEERING, PROJECT# 14157.1,
	JULY 17, 2006. PLEASE PROVIDE 3 ORIGINAL DOCUMENTS
	SIGNED AND SEALED.
	FL BLD CODE 1804.2.2 QUESTIONABLE SOILS, WHERE THE
	BEARINGCAPACITY IS NOT DEFINETLY KNOWN OR IS IN
	QUESTION. WHERE THE BEARING CAPACITY OF THE SOIL IS NOT
	DEFINITLY KNOWN OR IS IN QUESTION THE BUILDING OFFICIAL
	MAY REQUIRE EXPLORATIONS, TEST OR OTHER ADEQUATE PROOF
	AS TO THE PERMISSIBLE SAFE BEARING
	CAPACITY. REQUIRED TEST AND RECOMMENDATIONS SUBMITTED
	TO VERIFY BEARING CAPACITY SHALL BE CERTIFIED BY A
	GEOTECHNICAL
	REPORT FROM A DESIGN PROFESSIONAL PROPERLY LICENSED IN
	THE STATE OF FLORIDA.




	4 A) FBC* 105.3RESIDENT INSPECTOR. SUBMIT INSPECTOR
	RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA,
	DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM.A RESIDENT
	INSPECTOR PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO
	ONE OR MORE OF THE FOLLOWING:
	- BUILDINGS/ADDITIONS OF TYPE I OR II
	CONSTRUCTION
	- ANY MAJOR STRUCTURAL ALTERATIONS
	- STRUCTURES IN WHICH THE CONCRETE
	DESIGN IS BASED ON COMPRESSIVE
	STRENGTH (F'C) IN EXCESS OF 3000 PSI
	- PILE DRIVING
	- BUILDINGS OVER 20,000 SQ FT IN AREA
	- BUILDINGS OVER 2 STORIES IN HEIGHT
	- BUILDING/STRUCTURES OF UNUSUAL DESIGN
	OR METHODS OF CONSTRUCTION

	4B) SECOND REQUEST, SINCE THIS BUILDING WILL REQUIRE A
	RESIDENT INSPECTORSUBMITTALS(3) SETS OF PLANS,
	REPORTS, AND OR OTHER REQUIRED SUBMITTALS (PRODUCT
	APPROVALS) WILL BE REQUIRED FOR REVIEW.

	5) SHEET A-0 CODE ANALYSIS:

	5A) SECOND REQUEST, CONSTRUCTION TYPE: PLANS INDICATE A
	BUILDING TYPE III-(UNPROTECTED)
	( SPRINKLED) TO TAKE THE UNLIMITED AREA PROVISIONS IN
	507.2THE CODE REQUIRES THE BUILDINGS TO ?FIRE
	SPRINKLED?, REQUIRING A FIRE SPRINKLER PLAN.

	5B) COMPLIED.

	5C) NEW COMMENT: CODE ANALYSIS BLDG# 1 SEE UNLIMITED
	BLDG AREA 507.2 CORRECT THE 60 YARDS TO 60 FEET.

	5D) COMPLIED.

	5E)COMPLIED.

	5F) SECOND REQUEST,507.2 REQUIRES THE FIRE SPRINKLER
	PLANS FOR THE UNLIMITED AREA INCREASE! THE CODE
	ANALYSIS ALSO INDICATED THAT THIS IS TO BE A FIRE
	SPRINKLED BUILDING BUT NO FIRE SPRINKLER PLANS ,
	HYDRAULICS,FIRE PUMP OR FIRE PUMP CONTROLLER WERE
	SUBMITTED.FOR A BUILDING PERMIT TO BE ISSUED FOR
	MINIMUM PLAN REVIEW CRITERIA 106.3.51.1(4)* FIRE
	SPRINKLER PLANS ARE REQUIRED. 903.2.3 GROUP F-1.AN
	AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT
	ALL BUILDINGS CONTAINING A GROUP F-1 OCCUPANCY WHERE
	ONE OF THE FOLLOWING CONDITIONS EXISTS:
	1.WHERE A GROUP F-1 FIRE AREA EXCEEDS 12,000 SQUARE
	FEET (1115 M 2 ).



	6)COMPLIED.

	7)SECOND REQUEST,FL BLD CODE 1609.1.4: COMPONENTS
	& CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
	INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS
	ARE AS FOLLOWS:
	A) STOREFRONT WINDOWS
	B) MULLIONS
	C) SKYLIGHTS
	D) EXTERIOR GLAZED DOORS
	E) EXTERIOR HOLLOW METAL DOORS
	F) ROLL UP DOORS
	G) LOUVERS
	H) ROOFING ASSEMBLIES

	1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
	M) ABOVE GRADE SHALL MEET
	THE PROVISIONS OF THE SMALL MISSILE TEST.

	8)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

	9)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.

	10) THIS SUBMITTAL DOESN'T INCORPORATE ANY ROOFING
	PRODUCT APPROVALS, HERE IS A LIST OF COMMON ISSUES THAT
	WILL FAIL A ROOFING REPORT SUBMITTAL:THIS ROOF IS
	MISSING OR NOT INCOMPLIANCE WITH THE FOLLOW
	ITEMS:
	___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
	___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. ___
	CONTRACTOR FAILED TO INDICATE WHICH SYSTEM OR SUBSYSTEM
	WILL BE USED.
	___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE
	___ .
	___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD
	THE FASTENERRESISTANCE BE LESS THAN THATREQUIRED,
	AS DETERMINED BY THE BUILDING OFFICIAL, A REVISED
	FASTENER SPACING, PREPAREDSIGNEDAND SEALED BY A
	FLORIDA REGISTERED PROFESSIONAL ENGINEER, REGISTERED
	ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
	SUBMITTED.
	___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
	ENHANCED FASTENING ALLOWED.

	11) 2ND REQUEST,SHEET A-8 PRECAST MOLDING DETAIL IS
	MISSING DETAIL REFERENCE NUMBER.
	FOUND ON SHEET A-15 DETAIL # 7. PLEASE PROVIDE
	CALCULATIONS WITH SAFETY FACTOR FOR THE SECURING THIS
	WEIGHT IN THIS MANNER.106.1.2*ADDITIONAL INFORMATION
	REQUIRED.

	12) COMPLIED.

	13) COMPLIED.

	14)SHEET A-14 DETAILS 8& 9 INDICATE THE USE OF WIRE
	LATH ON SOFFITS AND CEILING APPLICATIONS. THE PLAN NOW
	DECLARES THAT HIGH RIB LATH WILL BE FASTENED TO DENSE
	BOARD, HOW?NOTE,HI-RIB LATH 3/8? 3.4 LB/YD2 CAN
	SPAN 24?, EACH RIB WOULD REQUIRE FASTENING AS PER ASTM
	1063C TABLE 3.

	15) SECOND REQUEST, NOTE WITH THE PRODUCT APPROVALS NOT
	SUBMITTED THE ROLL UP DOORS MAY OR MAY NOT REQUIRE DOOR
	BUCKS AND ATTACHMENT.

	16)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.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

	PREMIER PK BLD 3 REVIEW 1.DOC

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2006-12-11			Cont ID
Sent By	jwitmer			Date	2006-12-11	Time	14:31	Rev Time	0.00
Received By	jwitmer			Date	2006-12-11	Time	14:32	Sent To

Notes

2006-12-11 14:40:55	BUILDING PLAN REVIEW
	PERMIT: 06110349
	ADD: 5720 PREMIER PARK DR. BLDG# 3
	CONT: "PLAN REVIEW"
	TEL: (954)214-4039 ANDY PRIBY


	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	1STREVIEW
	ACTION: DENIED

	1)--- VERY IMPORTANT STATEMENT ---
	PLEASE DO NOT IGNORE!
	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUM-
	BER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICA
	TION PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. THANK
	YOU FOR YOUR ANTICIPATED COOPERATION.

	2)FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED
	WITH THE CLERK OF THE COURT BEFORE A
	PERMIT WILL BE ISSUED. NOTE: 713.13(2)
	IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS
	NOT ACTUALLY COMMENCED
	WITHIN 90 DAYS AFTER THE RECORDING
	THEREOF, SUCH NOTICE IS NULL & VOID.

	3)FL BLD CODE 1804.2.2 QUESTIONABLE
	SOILS, WHERE THE BEARING CAPACITY IS
	NOT DEFINETLY KNOWN OR IS IN QUESTION.
	WHERE THE BEARING CAPACITY OF THE SOIL
	IS NOT DEFINITLY KNOWN OR IS IN QUESTION
	THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
	ATIONS, TEST OR OTHER ADEQUATE PROOF AS
	TO THE PERMISSIBLE SAFE BEARING
	CAPACITY. REQUIRED TEST AND RECOMMENDA-
	TIONS SUBMITTED TO VERIFY BEARING CAPA-
	CITY SHALL BE CERTIFIED BY A GEOTECH-
	NICALREPORT FROM A DESIGN PROFESSIONAL
	PROPERLY LICENSED IN THE STATE OF
	FLORIDA.

	4 A) FBC* 105.3RESIDENT INSPECTOR.
	SUBMIT INSPECTOR RESUME' AND LICENSE
	DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
	THE RESIDENT INSPECTOR PROGRAM.A
	RESIDENT INSPECTOR PROGRAM IS REQUIRED,
	ON THIS PROJECT, DUE TO ONE OR MORE OF
	THE FOLLOWING:
	- BUILDINGS/ADDITIONS OF TYPE I OR II
	CONSTRUCTION
	- ANY MAJOR STRUCTURAL ALTERATIONS
	- STRUCTURES IN WHICH THE CONCRETE
	DESIGN IS BASED ON COMPRESSIVE
	STRENGTH (F'C) IN EXCESS OF 3000 PSI
	- PILE DRIVING
	- BUILDINGS OVER 20,000 SQFT IN AREA
	- BUILDINGS OVER 2 STORIES IN HEIGHT
	- BUILDING/STRUCTURES OF UNUSUAL DESIGN
	OR METHODS OF CONSTRUCTION

	4B) SINCE THIS BUILDING WILL REQUIRE A RESIDENT
	INSPECTOR
	(3) SETS OF PLANS, REPORTS, AND OR OTHER REQUIRED
	SUBMITTALS
	WILL BE REQUIRED FOR REVIEW.

	5) SHEET A-0 CODE ANALYSIS:

	5A) CONSTRUCTION TYPE: PLANS INDICATE A BUILDING TYPE
	IV(UNPROTECTED)
	THIS TERMINOLGY IS FROM THE 2001 FBC PLEASE CORRECT,
	UNDER THE CORRENT
	CODE THIS BUILDING IS TO BE BUILT AS "HEAVY TIMBER"
	CONSTRUCTION.

	5B)IT APPEARS THAT THE CODE ANYLSIS IS A COMBINATION
	OF ZONING & BUILDING.
	PLEASE EXPLAIN WHY THE TOTAL BUILDING FOOTPRINT IS
	302,092 WHEREAS
	ON SHEET A-1 BUILDING NUMBER 1 INDICATES THE SQ FT AREA
	TO BE 119,291 SQ FT.
	ALSO FURTHER DOWN THE PAGE BUILDING # 1 INDICATES
	GROUND FLOOR AREA TO BE
	95,391 AND POSSIBLE MEZZANINE LEVEL OF 23,900 SQ. FT.
	FOR THE PURPOSE OF
	BUILDING PLANS EITHER YOU ARE GOING TO BUILD THE
	MEZZANINE LEVEL UNDER THIS PERMIT
	WHICH WILL INCLUDE THIS FIGURE, IF NOTTO BE BUILT
	UNDER THIS PERMIT DO NOT INCLUDE IT.

	5C) IN EITHER CASE PLEASE IDENTIFY THE MINIMUM BUILDING
	TYPE AND IF IN TABLE 503
	THE PLANS ARE OVER THE ALLOWABLE SQUARE FOOTAGE,
	INDICATE ANY INCREASES
	TAKEN AND ALSO SHOW CALCULATIONS.

	5D) THE PERMIT APPLICATION IS BLANK WHERE THE
	DESCRIPTION OF PROJECT,
	OR WORK TO BE COVERED UNDER THIS PERMIT. FOR THE
	PURPOSES OF THIS REVIEW
	THIS BUILDING WILL BE CONSIDERED A SHELL BUILDING
	PERMIT. TENANT BUILD-OUTS TO BE UNDER
	SEPERATE PERMITS.

	5E) IS THIS SITE, ARE THE UNITS TO BE SOLD AS
	CONDOMINIUMS?

	5F) THE CODE ANALYSIS ALSO INDICATED THAT THIS IS TO BE
	A FIRE SPRINKLERED
	BUILDING BUT NO FIRE SPRINKLER PLANS , HYDROLICS,FIRE
	PUMP OR FIRE PUMP CONTROLLERE
	WERE SUBMITTED.FOR A BUILDING PERMIT TO BE ISSUED
	FORMINIMUM PLAN REVIEW CRITERIA
	106.3.51.1(4)* FIRE SPRINKLER PLANS ARE REQUIRED.
	903.2.3 GROUP F-1.
	AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED
	THROUGHOUT ALL BUILDINGS
	CONTAINING A GROUP F-1 OCCUPANCY WHERE ONE OF THE
	FOLLOWING CONDITIONS EXISTS:
	1.WHERE A GROUP F-1 FIRE AREA EXCEEDS 12,000 SQUARE
	FEET (1115 M 2 ).

	6)SHEET A-6:

	6A) SHEET A-6 , DISCREPANCY,
	THE ELEVATIONS INDICATES DO NOT INDICATE THE PRESSURE
	ZONES.

	7)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
	PROVIDE 2 COPIES(3 IF THRESH-
	OLD OR RESIDENT INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS
	FOLLOWS:
	A) STOREFRONT WINDOWS
	B) MULLIONS
	C) SKYLIGHTS
	D) EXTERIOR GLAZED DOORS
	E) EXTERIOR HOLLOW METAL DOORS
	F) ROLL UP DOORS
	G) LOUVERS
	H) EFIS SYSTEMS
	I) ROOFING ASSEMBLIES

	1609.1.4 PROTECTION OF OPENINGS.
	IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
	GLAZING THAT RECEIVES POSITIVE PRESSURE
	IN THE LOWER 60 FEET (18.3 M) IN
	BUILDINGS SHALL BE ASSUMED TO BE
	OPENINGS AND THE BALANCE OF GLAZED
	OPENINGS IN THE REST OF THE BUILDING
	SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
	GLAZING THAT RECEIVES POSITIVE PRESSURE
	IS IMPACT RESISTANT OR PROTECTED WITH AN
	IMPACT RESISTANT COVERING MEETING THE
	REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
	ASTM E 1996, OR MIAMI-DADE TAS 201, 202
	AND 203 REFERENCED THEREIN AS FOLLOWS:
	1.GLAZED OPENINGS LOCATED WITHIN 30
	FEET (9.1 M) OF GRADE SHALL MEET THE
	REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN
	30 FEET (9.1 M) ABOVE GRADE SHALL MEET
	THE PROVISIONS OF THE SMALL MISSILE
	TEST.

	8)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 APPLICA-
	TION FOR LOCAL PRODUCT APPROVAL OR SITE
	SPECIFIC FORM PER RULE 9B-72. SEE
	ATTACHMENT. WWW.FLORIDABUILDING.ORG

	9)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.

	10) THIS SUBMITTAL DOESN'T INCORORATE ANY ROOFING
	PRODUCT APPROVALS,
	HERE IS A LIST OF COMMON ISSUES THAT WILL FAIL A
	ROOFING REPORT SUBMITTAL:
	THIS ROOF IS MISSING OR NOT INCOMPLIANCE WITH THE
	FOLLOW ITEMS:

	___ CONTRACTOR DID NOT PROVIDE THE MEAN

	ROOF HEIGHT.

	___ CONTRACTOR DID NOT INDICATE THE ROOF
	PITCH.

	___ CONTRACTOR FAILED TO INDICATE WHICH
	SYSTEM OR SUBSYSTEM WILL BE USED.

	___ THE SYSTEM PROVIDED HAS A LOW
	PRESSURE FOR ZONE ___ .

	___ THE SYSTEM PROVIDED STATES
	LIMITATION# 7, SHOULD THE FASTENER
	RESISTANCE BE LESS THAN THAT
	REQUIRED, AS DETERMINED BY THE
	BUILDING OFFICIAL, A REVISED
	FASTENER SPACING, PREPARED , SIGNED
	AND SEALED BY A FLORIDA REGISTERED
	PROFESSIONAL ENGINEER, REGISTERED
	ARCHITECT OR REGISTERED ROOF
	CONSULTANT MAY BE SUBMITTED.

	___THE SYSTEM PROVIDED INDICATES
	LIMITATION# 9, NO ENHANCED
	FASTENING ALLOWED.


	11) SHEET A-8 PRECAST MOULDING DETAIL IS MISSING DETAIL
	REFRENCE NUMBER.
	FOUND ON SHEET A-15 DETAIL # 7. PLEASE PROVIDE
	CALCULATIONS WITH SAFETY
	FACTOR FOR THE SECURING THIS WEIGHT IN THIS
	MANNER.106.1.2*ADDITIONAL INFORMATION REQUIRED.

	12)SHEET A-11 DETAIL # 3 INDICATES THE FIRE PUMP ROOM
	TO ALSO BE USED AS ASTORAGE ROOM?

	13) SHEET A-11 VARIOUS DETAILS INDICATE THE TRIANGLE
	AREA CREATED BY THE RISER AND TREAD,
	1012.3 LIMITS THIS AREA THA A 6"SPHERE CAN NOT PASS
	THROUGH. THE WORDING ON THE
	PLAN IS NOT CLEAR WHAT THE 6" IS FOR.

	14)SHEET A-14 DEPENDING ON THE BUILDING TYPE TO BE
	DECLAIRED, THE PLYOOD IN THE EXTERIOR WALLS MAY BE OF
	CONCERN. TABLE 601 &602.

	15)NOTE WITH THE PRODUCT APPROVALS NOT SUBMITTED THE
	ROLL UP DOORS MAY OR MAY NOT REQUIRE DOOR BUCKS AND
	ATTACHMENT.

	16)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.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	5	Status	P	Date	2008-01-31			Cont ID
Sent By	dpalmer			Date	2008-01-31	Time	17:29	Rev Time	0.00
Received By	dpalmer			Date	2008-01-31	Time	17:29	Sent To

Notes

2008-01-31 17:30:25
	** ELECTRICAL PLANS STAMPED.

	FIRE REVIEWER STILL NEEDS TO STAMP PLANS AS STATED ON
	PREVIOUS PASSED REVIEW.

Review Stop	E			ELECTRICAL
Rev No	4	Status	F	Date	2007-12-23			Cont ID
Sent By	dpalmer			Date	2007-12-23	Time	19:29	Rev Time	0.00
Received By	dpalmer			Date	2007-12-23	Time	19:29	Sent To

Notes

2007-12-23 19:30:09	2007-12-23 19:30:09

	DENIED4TH REVIEW

	** PLEASE SEE SOME ITEMS FROM PREVIOUS REVIEW ARE STILL
	IN NEED OF ADDRESSING.

	1) NOTE: PLEASE KNOW A COMPLETE REVIEW OF ENERGY
	CALCULATIONS CAN NOT BE DONE AT THIS TIME AS SHEETS
	E1.1A, AND E1.2 DOES NOT CORRELATE.
	PLEASE SEE FIXTURES ON E1.1A FOR PARKING LOT SHOW
	DOUBLE FIXTURES ON WEST SIDE HOWEVER THE FIXTURES ON
	WEST SIDE OF E1.2 ARE ALL SINGLE FIXTURES.
	PLEASE SEE E1.1A AS THE FIXTURES ON THE NORTH, EAST AND
	SOUTH SIDES WHICH ARE SHOWN ON E1.2 ARE MISSING? CAN
	NOT CONFIRM LIGHTING ON THE INPUT DATA REPORT. PLEASE
	SEE THE LIGHTING FOR INTERIOR LIGHTING NEEDS TO BE
	ADJUSTED TO MATCH WITH PLANS.
	PLEASE SEE THE AMOUNT OF INTERIOR 64 WATT FIXTURES IS
	NOT THE SAME IN THE IDR AS SHOWN ON PLANS. (MISSING
	SEPARATE ROOMS).
	** PLEASE CLARIFY THE 150 500W FIXTURES. IS THIS AN
	ASSUMPTION FOR FUTURE LIGHTS?
	IF SO, HOW IS IT THAT NO ASSUMPTION WAS FIGURED FOR
	BUILDING #1 FOR FUTURE?
	THIS WAS NOTED ON PREVIOUS REVIEW AND RESPONSE ONLY
	STATES TO SEE REVISED ENERGY CALCULATIONS. PLEASE SEE
	THE SQ FT DOES NOT CORRELATE WITH ARCHITECTURAL PLANS
	AND PLEASE SEE THE OCCUPANCY SHALL BE STATED AS ON
	ARCHITECTURAL SHEETS FOR F-1. THIS IS NOT RETAIL AS
	SHOWN ON COVER SHEET OF ENERGY CALCULATIONS.
	13-415.2, 13-415.1.B.
	**PLEASE PROVIDE CORRECTED SHEETS FOR COORDINATION OF
	SITE AND UPDATE ENERGY CALCULATIONS.
	**PLEASE ALSO BE SURE WHEN RE-SUBMITTING PLANS THE
	OWNER AGENT IS SIGNED ON CERTIFICATION SHEET.
	13-101.1.1.1
	** PLEASE KNOW AS THE FIXTURES FOR SITE ARE NOT
	CONFIRMED, CIRCUITING, LOADS AND PANEL SCHEDULES CAN
	NOT BE CONFIRMED AT THIS TIME.


	** AS GONE OVER IN MEETING BEFORE PLANS WERE
	RESUBMITTED, PLEASE BE SURE ALL LIGHTING ON PLANS IS
	PLACED AND FIGURED INTO THE ENERGY CALCULATIONS.

	** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
	COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
	DO NOT HESITATE IN CONTACTING THIS OFFICE.
	PLEASE SEE BELOW FOR CONTACT INFORMATION.

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

Review Stop	E			ELECTRICAL
Rev No	3	Status	F	Date	2007-10-15			Cont ID
Sent By	dpalmer			Date	2007-10-15	Time	09:14	Rev Time	0.00
Received By	dpalmer			Date	2007-10-14	Time	15:20	Sent To

Notes

2007-10-15 09:14:43	2007-10-15 09:14:43

	** DENIED 3RD REVIEW**

	** PLEASE KNOW THIS IS THE SECOND REVIEW UNDER PERMIT
	APPLICATION AND THE THIRD REVIEW TOTAL.
	** PLEASE SEE THERE ARE STILL SEVERAL COMMENTS FROM THE
	PREVIOUS TWO REVIEWS WHICH NEED TO BE ADDRESSED.


	1) NOTE: PLEASE SEE THE TWO PREVIOUS REVIEWS REQUESTED
	AND GAVE ALL CODES RELEVANT TO THE MINIMUM DESIGN TO BE
	PLACED ON PLANS. NFPA-20 2003 IS RELEVANT TO PROJECT
	AND WAS NOT PLACED ON PLANS WITH OTHER RELEVANT CODES.
	PLEASE ADD TO SHEETS FOR ELECTRICAL AND FORWARD TO
	ARCHITECT OF RECORD.

	2) NOTE: PLEASE SEE BOTH PREVIOUS REVIEWS WITH RESPECT
	TO FBC CHAPTER 13.
	PLEASE SEE THE ENERGY CALCULATIONS SUBMITTED STILL DO
	NOT CORRELATE WITH PLANS.
	PLEASE SEE THE NUMBER OF FIXTURES DOES NOT CORRELATE.
	PLEASE SEE THE METHOD OF CONTROLS.
	PLEASE SEE THE WATTAGE OF FIXTURES DOES NOT CORRELATE.
	*FOR EXAMPLE: SEE THE INPUT DATA REPORT WHICH HAS
	500WATT FIXTURES FOR INTERIOR FIXTURES, YET THE FIXTURE
	LEGEND DOES NOT INDICATE ANY FIXTURES WITH THIS SAME
	WATTAGE, IN FACT THE THERE ARE SEVERAL OTHER WATTAGES
	NONE OF WHICH ARE ON THE INPUT DATA REPORT.
	PLEASE SEE TYPE OF BUILDING NEEDS TO BE VERIFIED AS
	THIS IS NOT RETAIL.
	PLEASE SEE THE EXTERIOR LIGHTING DOES NOT CORRELATE
	WITH PLANS AS THE INPUT DATA REPORT CONTAINS NO
	FIXTURES FOR EXTERIOR LIGHTING. HOW IS THIS POSSIBLE
	WHEN THE PLANS CONTAIN DOZENS OF FIXTURES??? PLEASE BE
	SURE THE ADDRESS IS LISTED ON CALCULATIONS. PLEASE SEE
	13-415.1.B, 13-415.2

	3) NOTE: PLEASE SEE METHOD OF CONTROLS FOR LIGHTING IS
	STILL NOT COMPLETE PER 13-415.1.ABC.1.1, .1.2. PLEASE
	OVER RIDE SWITCH LOCATIONS ARE NOT SHOWN ON PLANS AS
	REQUIRED FOR THE OCCUPANT ENTERING A SPACE AND BEING
	ABLE TO SEE THE LIGHTING IN WHICH IS BEING OVER
	RIDDEN.
	PLEASE SEE THERE ARE STILL STANDARD DEVICES SHOWN ON
	PLANS.
	PLEASE SEE NO TIME SCHEDULING, AND NO MAXIMUM TIMES ON
	OVER RIDES ARE SHOWN.
	NO ZONES, NO LAYOUTS ETC
	PLEASE SEE THE PREVIOUS TWO REVIEW NOTES BELOW:

	(REVIEW #2)
	PREVIOUS REVIEW NOTES
	PLEASE SEE FBC 2004 CHAPTER 13. THIS IS THE SAME
	COMMENT AS PREVIOUS REVIEW. PLEASE SEE THE VERSION AS
	SUBMITTED DOES NOT COMPLY WITH THE NEW CODE AS OF
	DECEMBER 8TH, 2006.
	PLEASE SEE AS THIS IS MENTIONED AS A SHELL BUILDING,
	PLEASE SEE METHOD.
	PLEASE SEE METHOD OF CONTROL STILL MENTIONS MANUAL
	ON/OFF WHICH IS NOT POSSIBLE WHEN AUTOMATED MEANS IS
	REQUIRED.
	PLEASE SEE MISSING OVER RIDE CONTROLS AT THE POINT OF
	ENTRANCE BY WAY OF CHOSEN DEVICES SO THE OCCUPANT CAN
	SEE THE LIGHTING WHICH IS BEING CONTROLLED. IF OS TYPE
	DEVICES ARE GOING TO BE INSTALLED FOR COVERAGE, PLEASE
	SHOW LOCATIONS, TYPE OF DEVICES AND MAXIMUM TIMES ON
	OVER RIDES
	PLEASE SEE SEPARATE SPACES WHICH ONLY INDICATE STANDARD
	SWITCHES.
	PLEASE SEE INTERIOR LIGHTING WHICH DOES NOT SHOW ANY
	AUTOMATED CONTROLS.
	PLEASE SEE ZONING NOT SHOWN FOR LARGER SPACES. PLEASE
	SEE ENERGY CALCULATIONS DO NOT INCLUDE ANY EXTERIOR
	LIGHTING AS PLANS DO.
	PLEASE BE SURE OWNER AGENT SIGNS ALL THREE COPIES.
	PLEASE SEE THE ADDRESS SHALL BE SPECIFIC ON
	CALCULATIONS.
	PLEASE SEE PREVIOUS REVIEW NOTES BELOW.
	PLEASE SEE FBC CHAPTER 13.

	(REVIEW #1)
	PREVIOUS NOTES
	PLEASE SEE ENERGY CALCULATIONS WHICH INDICATE "MANUAL"
	FOR THE MEANS OF CONTROL FOR LIGHTING. PLEASE SEE
	ENERGY CALCULATIONS WHICH MENTIONS "NONE ENTERED" FOR
	EXTERIOR LIGHTING, HOWEVER PLANS DO INDICATE THIS.
	PLEASE SEE 13-415.1.ABC.1.1, .1.2, AND .1.3. PLEASE SEE
	13-415.1.AB.1, 13-415.2.ABC.1.
	PLEASE SEE SOME OF THE INTERIOR LIGHTS ARE BEING SHOWN
	CIRCUITED THROUGH THE LIGHTING CONTROL PANELS AND NOTED
	AS EXTERIOR LIGHTS WHEN THESE ARE INTERIOR FIXTURES.
	PLEASE SEE ALL AREAS WHICH CONTAIN FLOOR TO CEILING
	HEIGHT PARTITIONS SHALL ALSO CONTAIN LIGHTING CONTROL
	BY ONE OF THE MEANS AS STATED IN THE CODE. THIS OFFICE
	DOES NOT REQUIRE ONE DESIGN OVER ANOTHER.
	PLEASE SEE MORE THAN OPTION IS AVAILABLE. PLEASE BE
	SURE TO CORRELATE CIRCUITING AS AN EXAMPLE OF CIRCUIT
	"3HP-5". ON THE LIGHTING CONTROL PANEL IS SHOWS THIS
	CIRCUIT AS FEEDING EXTERIOR LIGHTS, YET ON PLANS THIS
	IS THE CIRCUIT WHICH FEEDS THE INTERIOR LIGHTS. PLEASE
	ALSO SEE THAT ALL EMERGENCY AND EXIT LIGHTS SHALL BE
	SHOWN IN DETAIL WIRED ON THE LINE SIDE OF ANY LIGHTING
	CONTROL PANEL. (700.12E).


	4) NOTE: PLEASE SEE THE LIGHTING LEVELS STILL DO NOT
	COMPLY WITH THE MINIMUM LEVELS AS REQUIRED FOR
	EXIT/EXIT DISCHARGE PER NFPA-101 7.8.1.3AND 7.9.2.2.
	PLEASE SEE PHOTO-METRICS INDICATE FOR NORMAL OR
	EMERGENCY FOR STAIRS LEADING TO THE PUBLIC RIGHT OF WAY
	HOWEVER THE LEVELS UNDER NORMAL ARE NOT MEETING THE
	MINIMUM OF 10FT CANDLES ON SEVERAL STAIRS. PLEASE ALSO
	SEE THE DESIGNATION OF STAIR #5 NORMAL AND EMERGENCY IS
	MISSING.

	5) NOTE: AS REQUESTED ON THE TWO PREVIOUS REVIEWS,
	PLEASE COMPLETE ALL INFORMATION ON PLANS FOR FIRE PUMP,
	FIRE PUMP CONTROLLER ETC.
	.
	THE RESPONSE LETTER MENTIONS THIS WILL BE *DONE BY THE
	FIRE SPRINKLER CONTRACTOR*
	SOME CUT SHEETS WERE SUBMITTED HOWEVER NOT ALL.
	AS STATED CLEARLY ON THE TWO PREVIOUS REVIEWS THIS
	INFORMATION IS REQUIRED FOR MINIMUM CODE COMPLIANCE
	FOR THE BASE BUILDING AND ALL INFORMATION SHALL BE
	SUBMITTED UNDER THE BASE BUILDING PERMIT APPLICATION.
	THIS IS IRRELEVANT OF THE SEPARATE PERMIT REQUIRED FOR
	FIRE SPRINKLER AT A LATER DATE.
	PLEASE SUBMIT ALL MANUFACTURES SPECS/CUT SHEETS. PLEASE
	COMPLETE INFORMATION ON PLANS.
	NEC 695, NFPA-20 CHAPTER 6, 7 ETC
	CODES SECTIONS GIVEN BELOW FROM PREVIOUS REVIEWS REMAIN
	THE SAME.

	**PREVIOUS REVIEW #2 NOTE:
	AS NOTED ON PREVIOUS REVIEW. PLEASE COMPLETE ALL
	INFORMATION ON PLANS AND PLEASE SUBMIT ALL SPECS/CUT
	SHEETS.

	PREVIOUS REVIEW NOTE
	PLEASE SUBMIT THE MANUFACTURE SPEC/CUT SHEETS FOR THE
	FIRE PUMP AND FIRE PUMP CONTROLLER.THIS IS REQUIRED
	UNDER THE BASE BUILDING PLANS FOR REVIEW OF CODE
	COMPLIANCE FOR THE BUILDINGS ELECTRICAL SYSTEM AND
	FEEDS TO THIS PUMP. PLEASE KNOW EVEN THOUGH THE FIRE
	SPRINKLER SYSTEM IS UNDER A SEPARATE PERMIT. PLEASE SEE
	NFPA-20 2003, PLEASE SEE 9.3, 9.3.2.2 ALL SECTIONS
	FOLLOWING. PLEASE SEE WHERE LOCKED ROTOR CURRENT SHALL
	BE MARKED, DISCONNECTING MEANS, ISOLATING SWITCHES ETC
	SHALL BE SHOWN WITH PLANS AND SPECS SHEETS SUBMITTED.
	PLEASE ALSO SEE NEC 695.4(B)(1). PLEASE SEE CHAPTER 10
	OF NFPA-20 10.3.6, 10.4.2, 10.4.2.2 ETC.
	PLEASE KNOW THIS OFFICE IS UNABLE TO REVIEW FOR MANY
	CODE COMPLIANCE ITEMS AT THIS TIME AS THE ABOVE
	INFORMATION WAS NOT SUBMITTED.
	PLEASE SEE 110.3, AND 90.7.
	PLEASE SEE FBC ADMIN SECTION 106.1.2, 106.3.5.1.1PARA
	5

	6) NOTE:THIS NOTE FROM PREVIOUS REVIEW WILL REMAIN AS
	INFORMATION ON FIRE PUMP IS NOT COMPLETE AND
	VERIFICATION OF RISER CONDUCTORS ETC CAN NOT BE
	REVIEWED UNTIL ALL INFORMATION IS ON PLANS AND
	SUBMITTED.
	PREVIOUS REVIEW NOTE
	PLEASE COMPLETE RISER FOR FIRE PUMP AS NOTED ABOVE FOR
	FEEDERS ETC.
	240.4, 310.16, 695, NFPA-20 CHAPTER 9

	7 NOTE:PLEASE SEE ACTUAL CALCULATIONS FOR LIGHT POLES
	WILL BE REVIEWED BY STRUCTURAL REVIEWER.
	** NOTED FOR INFORMATION.

	8) NOTE: PLEASE SEE NOTICE TO FS 553.80(2)(B) WITH
	RESPECT TO REPEAT COMMENTS FOR CODE COMPLIANCE. AS THIS
	IS ONLY THE SECOND REVIEW UNDER PERMIT APPLICATION AS
	THE INITIAL REVIEW WAS UNDER PLAN REVIEW.
	PLEASE ADDRESS ALL COMMENTS.

	9) NOTE: PLEASE SEE ALL LANDSCAPE PLANS AS SUBMITTED
	ARE NOT SIGNED DATED OR SEALED BY THE RESPONSIBLE
	DESIGNER(S) OF RECORD.
	SEE ONLY SHEET 1 OF 6 WAS SIGNED, AND SEALED.
	FS 481.221


	** PLEASE SEE COMMENTS FROM OTHER TRADES WHICH WILL
	AFFECT PLANS, SUBMITTED DOCUMENTS AND ELECTRICAL
	PLANS.

	** IF THERE ARE ANY QUESTIONS, PLEASE CALL.


	* IMPORTANT
	ONCE ALL REVIEWS ARE DONE 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 KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
	SHOULD BE SUBMITTED FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY
	DELAYS.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]
2007-10-15 07:47:17	2007-10-15 07:47:17

	IN REVIEW
2007-10-14 16:02:30	2007-10-14 16:02:30
	REVIEW WILL CONTINUE ON 10/15, NOTES WILL FOLLOW ONCE
	COMPLETED.
	REVIEW WILL BE GOING INTO A F STATUS.

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2007-06-10			Cont ID
Sent By	dpalmer			Date	2007-06-10	Time	10:31	Rev Time	0.00
Received By	dpalmer			Date	2007-06-10	Time	09:22	Sent To

Notes

2007-06-10 10:32:03	** UNSAT 2ND REVIEW**

	** PLANS NOW SUBMITTED FOR PERMIT. THIS IS THE FIRST
	REVIEW UNDER PERMIT.
	PLEASE SEE THERE ARE COMMENTS FROM PREVIOUS REVIEW
	UNDER PLAN REVIEW WHICH STILL NEED TO BE ADDRESSED
	ALONG WITH SOME NEW COMMENTS.
	** PLEASE KNOW AS THERE ARE ITEMS NOT YET SUBMITTED IN
	DESIGN OR INFORMATION PROVIDED FOR CODE COMPLIANCE
	REVIEW, THERE MAY BE NEW COMMENTS ON THE FOLLOWING
	REVIEW WHICH CAN NOT YET BE MADE.

	1) NOTE: PLEASE SEE THE PLANS SUBMITTED CONTAIN STAMPS
	FROM ANOTHER BUILDING DEPARTMENT AND MUNICIPALITY WHICH
	IS NOT PERMITTED. PLEASE KNOW ALL NEW SHEETS WILL BE
	REQUIRED TO BE SUBMITTED.
	PLEASE SEE SOME SHEETS EVEN CONTAIN SIGN OFFS FROM THAT
	SAME JURISDICTION ALTHOUGH PLANS INDICATE WORK IN THE
	CITY OF WEST PALM BEACH?

	2) NOTE: PLEASE SEE THE PREVIOUS REVIEW AS STATED
	REQUESTS FOR ALL OLD/VOIDED SHEETS TO BE COMPLETELY
	REMOVED FROM SETS AND ONLY TO INSERT NEW REVISED SHEETS
	INTO THE COMPLETED SETS FOR REVIEW AND STAMPING. PLEASE
	SEE SETS STILL CONTAIN OLD SHEETS, PLEASE REMOVE.
	PLEASE SEE COMMENT ABOVE FOR NEW SHEETS NEEDED.

	3) NOTE: PLEASE SEE BUILDING REVIEW COMMENTS FOR
	INITIALS BEING USED IN LIEU OF ARCHITECT SIGNATURE.
	PLEASE SEE FS 481.221.
	A LETTER FOR SIGNATURE VERIFICATION WILL BE REQUIRED.
	THIS IS ONLY BEING NOTED BY THIS REVIEWER AT THIS TIME
	FOR INFORMATIONAL PURPOSE. OTHER SHEETS ARE SIGNED.

	4) NOTE: PLEASE SEE PREVIOUS NOTES FOR CODE TO BE
	STATED ON PLANS. PLEASE SEE MOST WERE DONE, HOWEVER
	PLEASE SEE THE FOLLOWING.
	2004 FBC W/2006 REVISIONS.
	2003 NFPA-20

	5) NOTE: PLEASE SEE FBC 2004 CHAPTER 13. THIS IS THE
	SAME COMMENT AS PREVIOUS REVIEW. PLEASE SEE THE VERSION
	AS SUBMITTED DOES NOT COMPLY WITH THE NEW CODE AS OF
	DECEMBER 8TH, 2006.
	PLEASE SEE AS THIS IS MENTIONED AS A SHELL BUILDING,
	PLEASE SEE METHOD.
	PLEASE SEE METHOD OF CONTROL STILL MENTIONS MANUAL
	ON/OFF WHICH IS NOT POSSIBLE WHEN AUTOMATED MEANS IS
	REQUIRED.
	PLEASE SEE MISSING OVER RIDE CONTROLS AT THE POINT OF
	ENTRANCE BY WAY OF CHOSEN DEVICES SO THE OCCUPANT CAN
	SEE THE LIGHTING WHICH IS BEING CONTROLLED. IF OS TYPE
	DEVICES ARE GOING TO BE INSTALLED FOR COVERAGE, PLEASE
	SHOW LOCATIONS, TYPE OF DEVICES AND MAXIMUM TIMES ON
	OVER RIDES
	PLEASE SEE SEPARATE SPACES WHICH ONLY INDICATE STANDARD
	SWITCHES.
	PLEASE SEE INTERIOR LIGHTING WHICH DOES NOT SHOW ANY
	AUTOMATED CONTROLS.
	PLEASE SEE ZONING NOT SHOWN FOR LARGER SPACES. PLEASE
	SEE ENERGY CALCULATIONS DO NOT INCLUDE ANY EXTERIOR
	LIGHTING AS PLANS DO.
	PLEASE BE SURE OWNER AGENT SIGNS ALL THREE COPIES.
	PLEASE SEE THE ADDRESS SHALL BE SPECIFIC ON
	CALCULATIONS.
	PLEASE SEE PREVIOUS REVIEW NOTES BELOW.
	PLEASE SEE FBC CHAPTER 13.
	PREVIOUS NOTES
	PLEASE SEE ENERGY CALCULATIONS WHICH INDICATE "MANUAL"
	FOR THE MEANS OF CONTROL FOR LIGHTING. PLEASE SEE
	ENERGY CALCULATIONS WHICH MENTIONS "NONE ENTERED" FOR
	EXTERIOR LIGHTING, HOWEVER PLANS DO INDICATE THIS.
	PLEASE SEE 13-415.1.ABC.1.1, .1.2, AND .1.3. PLEASE SEE
	13-415.1.AB.1, 13-415.2.ABC.1.
	PLEASE SEE SOME OF THE INTERIOR LIGHTS ARE BEING SHOWN
	CIRCUITED THROUGH THE LIGHTING CONTROL PANELS AND NOTED
	AS EXTERIOR LIGHTS WHEN THESE ARE INTERIOR FIXTURES.
	PLEASE SEE ALL AREAS WHICH CONTAIN FLOOR TO CEILING
	HEIGHT PARTITIONS SHALL ALSO CONTAIN LIGHTING CONTROL
	BY ONE OF THE MEANS AS STATED IN THE CODE. THIS OFFICE
	DOES NOT REQUIRE ONE DESIGN OVER ANOTHER.
	PLEASE SEE MORE THAN OPTION IS AVAILABLE. PLEASE BE
	SURE TO CORRELATE CIRCUITING AS AN EXAMPLE OF CIRCUIT
	"3HP-5". ON THE LIGHTING CONTROL PANEL IS SHOWS THIS
	CIRCUIT AS FEEDING EXTERIOR LIGHTS, YET ON PLANS THIS
	IS THE CIRCUIT WHICH FEEDS THE INTERIOR LIGHTS. PLEASE
	ALSO SEE THAT ALL EMERGENCY AND EXIT LIGHTS SHALL BE
	SHOWN IN DETAIL WIRED ON THE LINE SIDE OF ANY LIGHTING
	CONTROL PANEL. (700.12E).


	6) NOTE: PLEASE SEE NFPA-101 7.8 AND 7.9. PLEASE SEE NO
	PHOTO-METRICS INDICATE FOR NORMAL OR EMERGENCY FOR
	STAIRS LEADING TO THE PUBLIC RIGHT OF WAY.
	PLEASE SEE PHOTO-METRICS SHOULD INDICATE LEVELS UNDER
	NORMAL/EMERGENCY ON FLAT EGRESS PATHS (SAME FOR BOTH
	CONDITIONS).
	NOTES FROM PREVIOUS REVIEW
	PLEASE SEE THAT MINIMUM BATTERY BACK UP LIGHTS OF SOME
	KIND WILL BE REQUIRED FOR EGRESS AREAS WHICH INCLUDE
	EXTERIOR STAIRS TO THE PUBLIC RIGHT OF WAY. PLEASE SEE
	MINIMUM FOOT CANDLES UNDER NORMAL POWER AND MINIMUM
	FOOT CANDLES REQUIRED UNDER EMERGENCY POWER. 7.8.1.3,
	7.9.2.2. PLEASE KNOW THESE LIGHTING LEVELS SHOWN ON
	PHOTO-METRICS WILL BE REQUIRED ON ELECTRICAL PLANS FOR
	REVIEW WHETHER OR NOT THESE COMMENTS ARE MADE BY FIRE
	REVIEW.

	7) NOTE:AS NOTED ON PREVIOUS REVIEW, NOT ALL REQUIRED
	SIGNAGE OR NOTES IS ON PLANS.
	PREVIOUS REVIEW NOTES PLEASE SEE 230.2E WHICH
	SPEAKS OF SIGNAGE REQUIRED FOR ALL SERVICE FEEDING ONE
	BUILDING. PLEASE SEE THAT RISER ONLY INDICATES 2-MAINS
	FOR THIS BUILDING, WHEN IN FACT THE MAIN FOR THE FIRE
	PUMP SHOULD ALSO BE NOTED AND LABELED. PLEASE ALSO
	PLACE NOTES ON RISER FOR SIGNAGE WHICH WILL BE REQUIRED
	FOR ALL MAINS AND SERVICE LOCATIONS. PLEASE SEE AS THE
	JOCKEY PUMP IS BEING FED FROM THE NORMAL HOUSE PANEL,
	THIS SHALL ALSO BE LABELED ACCORDINGLY. 695.4(B)3

	8) NOTE:AS NOTED ON PREVIOUS REVIEW. NO INFORMATION
	WAS SUBMITTED OR CHANGED ON PLANS.
	PREVIOUS REVIEW NOTE
	PLEASE SUBMIT THE MANUFACTURE SPEC/CUT SHEETS FOR THE
	FIRE PUMP AND FIRE PUMP CONTROLLER.THIS IS REQUIRED
	UNDER THE BASE BUILDING PLANS FOR REVIEW OF CODE
	COMPLIANCE FOR THE BUILDINGS ELECTRICAL SYSTEM AND
	FEEDS TO THIS PUMP. PLEASE KNOW EVEN THOUGH THE FIRE
	SPRINKLER SYSTEM IS UNDER A SEPARATE PERMIT. PLEASE SEE
	NFPA-20 2003, PLEASE SEE 9.3, 9.3.2.2 ALL SECTIONS
	FOLLOWING. PLEASE SEE WHERE LOCKED ROTOR CURRENT SHALL
	BE MARKED, DISCONNECTING MEANS, ISOLATING SWITCHES ETC
	SHALL BE SHOWN WITH PLANS AND SPECS SHEETS SUBMITTED.
	PLEASE ALSO SEE NEC 695.4(B)(1). PLEASE SEE CHAPTER 10
	OF NFPA-20 10.3.6, 10.4.2, 10.4.2.2 ETC.
	PLEASE KNOW THIS OFFICE IS UNABLE TO REVIEW FOR MANY
	CODE COMPLIANCE ITEMS AT THIS TIME AS THE ABOVE
	INFORMATION WAS NOT SUBMITTED.
	PLEASE SEE 110.3, AND 90.7.
	PLEASE SEE FBC ADMIN SECTION 106.1.2, 106.3.5.1.1PARA
	5

	9) NOTE:THIS NOTE FROM PREVIOUS REVIEW WILL REMAIN AS
	INFORMATION ON FIRE PUMP IS NOT COMPLETE AND
	VERIFICATION OF RISER CONDUCTORS ETC CAN NOT BE
	REVIEWED.
	PREVIOUS REVIEW NOTE
	PLEASE COMPLETE RISER FOR FIRE PUMP AS NOTED ABOVE FOR
	FEEDERS ETC.
	240.4, 310.16, 695, NFPA-20 CHAPTER 9

	10) NOTE:SAME NOTE AS PREVIOUS REVIEW. NO INFORMATION
	SUBMITTED. AS THE POLES ON SITE ARE ALREADY BEING
	INSTALLED FOR OTHER BUILDINGS THIS INFORMATION SHOULD
	BE READILY AVAILABLE.
	PREVIOUS REVIEW NOTE
	PLEASE SUBMIT OR INDICATE REQUIREMENTS FOR WIND LOAD
	CALCULATIONS FOR BUILDING REVIEW FOR FBC 2004 140MPH.

	11) NOTE: PLEASE CLARIFY WHY LEVELS FOR STROBES ON
	SCHEDULE ARE STILL BEING SHOWN AT 15CD?
	PREVIOUS REVIEW NOTE
	PLEASE SEE FBC 2004 CHAPTER 11, MORE SPECIFICALLY
	11-4.28, .1.2, AND .3(4). PLEASE ALSO SEE NFPA-72
	2002.
	THIS MAY OR MAY NOT CHANGE ACTUAL SHOWN UNITS. AS FOR
	MINIMUM CANDELA LEVELS SEE ABOVE AS NOTED.


	12) NOTE: PLEASE SEE THE RESPONSE LETTER AS SUBMITTED
	DOES NOT RESPOND TO ALL COMMENTS AS REVIEWED FROM
	PREVIOUS REVIEW.
	PLEASE SEE FIRE REVIEW AND BUILDING REVIEW COMMENTS
	WITH RESPECT TO THE FIRE SPRINKLERS AS THE BASE
	BUILDING PLANS ARE REQUIRED TO SHOW COMPLIANCE AND
	STATUTORY REQUIREMENTS AS WELL AS THE FBC.

	* IMPORTANT
	ONCE ALL REVIEWS ARE DONE 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 KNOW ONLY ONE SET OF THE
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND
	AVOID ANY DELAYS.

	** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
	COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
	THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
	NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
	NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
	REVIEWER.


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


	** PLEASE SEE POSSIBLE COMMENTS FROM OTHER TRADES WHICH
	MAY AFFECT ELECTRICAL PLANS OR DESIGN.

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2006-12-04			Cont ID
Sent By	dpalmer			Date	2006-12-04	Time	13:02	Rev Time	0.00
Received By	dpalmer			Date	2006-12-04	Time	12:57	Sent To

Notes

2006-12-04 13:03:12	** UNSAT **

	PERMIT # 06110349
	BUILDING # 3
	PLEASE KNOW THAT THE ADDRESS SHALL BE PLACE ON THE
	PLANS TITLE BLOCK AS IT HAS NOW BEEN DESIGNATED TO THIS
	BUILDING LOCATION.

	1) NOTE: PLEASE KNOW THAT THE PLANS HAVE ONLY BEEN
	SUBMITTED FOR "PLAN REVIEW" ONLY AND HAVE NOT BEEN
	SUBMITTED FOR PERMIT AT THIS TIME. PLEASE KNOW AS OF
	DECEMBER 8TH 2006 THE STATE OF FLORIDA WILL ADOPT THE
	NEW 2005 NATIONAL ELECTRICAL CODE NFPA-70. PLEASE ALSO
	KNOW THAT THE NEW 2006 REVISIONS TO THE 2004 FBC WILL
	ALSO GO INTO AFFECT.
	PLEASE KNOW THAT AS PERMITS HAVE NOT BEEN APPLIED FOR
	AT THIS TIME ALL NEW CODES AFTER THIS DATE WILL BE
	REQUIRED TO BE MET.

	2) NOTE: PLEASE BE SURE ALL THE FOLLOWING RELEVANT
	CODES ARE REFLECTED ON PLANS.
	2002 NFPA-70 ONLY IF A PERMIT IS APPLIED FOR BY THE 8TH
	OF DEC. PLEASE REFLECT THE 2005 NFPA-70, 2002 NFPA-72,
	2003 NFPA-101, 2003 NFPA-20 AND THE 2004 FBC.

	3) NOTE: PLEASE SEE FBC 2004 CHAPTER 13.
	PLEASE SEE ENERGY CALCULATIONS WHICH INDICATE "MANUAL"
	FOR THE MEANS OF CONTROL FOR LIGHTING. PLEASE SEE
	ENERGY CALCULATIONS WHICH MENTIONS "NONE ENTERED" FOR
	EXTERIOR LIGHTING, HOWEVER PLANS DO INDICATE THIS.
	PLEASE SEE 13-415.1.ABC.1.1, .1.2, AND .1.3. PLEASE SEE
	13-415.1.AB.1, 13-415.2.ABC.1.
	PLEASE SEE SOME OF THE INTERIOR LIGHTS ARE BEING SHOWN
	CIRCUITED THROUGH THE LIGHTING CONTROL PANELS AND NOTED
	AS EXTERIOR LIGHTS WHEN THESE ARE INTERIOR FIXTURES.
	PLEASE SEE ALL AREAS WHICH CONTAIN FLOOR TO CEILING
	HEIGHT PARTITIONS SHALL ALSO CONTAIN LIGHTING CONTROL
	BY ONE OF THE MEANS AS STATED IN THE CODE. THIS OFFICE
	DOES NOT REQUIRE ONE DESIGN OVER ANOTHER.
	PLEASE SEE MORE THAN OPTION IS AVAILABLE. PLEASE BE
	SURE TO CORRELATE CIRCUITING AS AN EXAMPLE OF CIRCUIT
	"3HP-5". ON THE LIGHTING CONTROL PANEL IS SHOWS THIS
	CIRCUIT AS FEEDING EXTERIOR LIGHTS, YET ON PLANS THIS
	IS THE CIRCUIT WHICH FEEDS THE INTERIOR LIGHTS. PLEASE
	ALSO SEE THAT ALL EMERGENCY AND EXIT LIGHTS SHALL BE
	SHOWN IN DETAIL WIRED ON THE LINE SIDE OF ANY LIGHTING
	CONTROL PANEL. (700.12E).


	4) NOTE: PLEASE SEE NFPA-101 7.8 AND 7.9, WHICH MAY
	ALSO BE PART OF THE FIRE REVIEWER COMMENTS WITH RESPECT
	TO A MINIMUM OF LIGHTING REQUIRED IN SPACE UNTIL SUCH
	TIME FOR TENANT BUILD OUT. PLEASE SEE THAT MINIMUM
	BATTERY BACK UP LIGHTS OF SOME KIND WILL BE REQUIRED
	FOR EGRESS AREAS WHICH INCLUDE EXTERIOR STAIRS TO THE
	PUBLIC RIGHT OF WAY. PLEASE SEE MINIMUM FOOT CANDLES
	UNDER NORMAL POWER AND MINIMUM FOOT CANDLES REQUIRED
	UNDER EMERGENCY POWER. 7.8.1.3, 7.9.2.2. PLEASE KNOW
	THESE LIGHTING LEVELS SHOWN ON PHOTO-METRICS WILL BE
	REQUIRED ON ELECTRICAL PLANS FOR REVIEW WHETHER OR NOT
	THESE COMMENTS ARE MADE BY FIRE REVIEW.

	5) NOTE: PLEASE SEE 230.2E WHICH SPEAKS OF SIGNAGE
	REQUIRED FOR ALL SERVICE FEEDING ONE BUILDING. PLEASE
	SEE THAT RISER ONLY INDICATES 2-MAINS FOR THIS
	BUILDING, WHEN IN FACT THE MAIN FOR THE FIRE PUMP
	SHOULD ALSO BE NOTED AND LABELED. PLEASE ALSO PLACE
	NOTES ON RISER FOR SIGNAGE WHICH WILL BE REQUIRED FOR
	ALL MAINS AND SERVICE LOCATIONS. PLEASE SEE AS THE
	JOCKEY PUMP IS BEING FED FROM THE NORMAL HOUSE PANEL,
	THIS SHALL ALSO BE LABELED ACCORDINGLY. 695.4(B)3

	6) NOTE: PLEASE SUBMIT THE MANUFACTURE SPEC/CUT SHEETS
	FOR THE FIRE PUMP AND FIRE PUMP CONTROLLER.THIS IS
	REQUIRED UNDER THE BASE BUILDING PLANS FOR REVIEW OF
	CODE COMPLIANCE FOR THE BUILDINGS ELECTRICAL SYSTEM AND
	FEEDS TO THIS PUMP. PLEASE KNOW EVEN THOUGH THE FIRE
	SPRINKLER SYSTEM IS UNDER A SEPARATE PERMIT. PLEASE SEE
	NFPA-20 2003, PLEASE SEE 9.3, 9.3.2.2 ALL SECTIONS
	FOLLOWING. PLEASE SEE WHERE LOCKED ROTOR CURRENT SHALL
	BE MARKED, DISCONNECTING MEANS, ISOLATING SWITCHES ETC
	SHALL BE SHOWN WITH PLANS AND SPECS SHEETS SUBMITTED.
	PLEASE ALSO SEE NEC 695.4(B)(1). PLEASE SEE CHAPTER 10
	OF NFPA-20 10.3.6, 10.4.2, 10.4.2.2 ETC.
	PLEASE KNOW THIS OFFICE IS UNABLE TO REVIEW FOR MANY
	CODE COMPLIANCE ITEMS AT THIS TIME AS THE ABOVE
	INFORMATION WAS NOT SUBMITTED.
	PLEASE SEE 110.3, AND 90.7.
	PLEASE SEE FBC ADMIN SECTION 106.1.2, 106.3.5.1.1PARA
	5

	7) NOTE: PLEASE SEE NFPA-72 AS THE BREAKER WHICH FEEDS
	THE FIRE ALARM CONTROL PANEL (FACP) SHALL BE A BREAKER
	WHICH CONTAINS A "LOCK-ON" DEVICE WHICH IS AN INTEGRAL
	PART OF THE BREAKER. PLEASE KNOW THAT A "SNAP ON" TYPE
	DEVICE WILL NOT BE ACCEPTABLE TO THE AHJ. NFPA-72.
	4.4.1.4.2.1THE DEDICATED BRANCH CIRCUIT(S) AND
	CONNECTIONS SHALL BE MECHANICALLY PROTECTED.
	4.4.1.4.2.2CIRCUIT DISCONNECTING MEANS SHALL HAVE A
	RED MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED
	PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM
	CIRCUIT"
	4.4.1.4.2.3THE LOCATION OF THE CIRCUIT DISCONNECTING
	MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM
	CONTROL UNIT.
	PLEASE ALSO SEE 90.7, 110.3 AND 90.4.
	THIS CAN BE ADDRESSED WITH IDENTIFICATION ON THE PANEL
	SCHEDULE AND A NOTE ON PANEL FOR TYPE OF BREAKER TO BE
	USED FOR THIS CIRCUIT.

	8) NOTE: PLEASE COMPLETE RISER FOR FIRE PUMP AS NOTED
	ABOVE FOR FEEDERS ETC.
	240.4, 310.16, 695, NFPA-20 CHAPTER 9

	9) NOTE: PLEASE INDICATE "FLOATING NEUTRAL" ON THE
	METERS ON THE SECONDARY SIDE OF THE PRIMARY MAIN.
	250.6, 250.24B.

	10) NOTE: PLEASE SUBMIT OR INDICATE REQUIREMENTS FOR
	WIND LOAD CALCULATIONS FOR BUILDING REVIEW FOR FBC 2004
	140MPH.

	11) NOTE: PLEASE CLARIFY THE NOTIFICATION APPLIANCE
	CIRCUITS CALCULATIONS WHICH INDICATE A DATE OF
	9/25/01?

	PLEASE SEE FBC 2004 CHAPTER 11. , MORE SPECIFICALLY
	11-4.28, .1.2, AND .3(4). PLEASE ALSO SEE NFPA-72
	2002.
	THIS MAY OR MAY NOT CHANGE ACTUAL SHOWN UNITS. AS FOR
	MINIMUM CANDELA LEVELS SEE ABOVE AS NOTED.

	* IMPORTANT
	ONCE ALL REVIEWS ARE DONE 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 KNOW ONLY ONE SET OF THE
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND
	AVOID ANY DELAYS.

	** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
	COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
	THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
	NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
	NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
	REVIEWER.


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

Review Stop	ENG			ENGINEERING CSD
Rev No	6	Status	P	Date	2008-02-26			Cont ID
Sent By	rchokshi			Date	2008-02-26	Time	09:44	Rev Time	0.00
Received By	rchokshi			Date	2008-02-26	Time	09:44	Sent To

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	5	Status	F	Date	2008-01-09			Cont ID
Sent By	rchokshi			Date	2008-01-09	Time	13:26	Rev Time	0.00
Received By	rchokshi			Date	2008-01-09	Time	13:23	Sent To

Notes

2008-01-09 13:26:01	*FAILED** PLEASE PROVIDE THE FOLLOWING:

	1. CIVILP.E. STEVEN POWLYKNEED TO PUT A DATE OVER
	PE SEAL NEXT TO SIGNATURE ON ALL CIVIL DWGS,

	FOR EXAMPLE,MR. POWLYK DID NOT PUTDATEON SHEET
	1, 2, 5, 7, 9, AND ETC. ETCOF 29 ANDSO FORTH. MR .
	POWLYK HAS TO PUT A DATE, SIGN & SEAL EACH SET OFEACH
	OF THE SHEETS PER FBPE REQUIREMENTS.


	PLEASE CLEARIFY & RESPONDTO EXPEDITE YOUR PERMITTING
	PROCESS.

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	4	Status	F	Date	2007-12-20			Cont ID
Sent By	rchokshi			Date	2007-12-20	Time	15:03	Rev Time	0.00
Received By	rchokshi			Date	2007-12-20	Time	14:40	Sent To

Notes

2007-12-20 15:03:22	*FAILED** PLEASE PROVIDE THE FOLLOWING:


	PLEASE PROVIDE THE FOLLOWING REQUIREMENTS:

	PLEASE SHOW POLLUTION PREVENTION DETAILS ON THE
	DRAWINGS PER FDEPAND SHOW ON DRAWINGS THE SILT FENCE
	AROUND THE SITE.

	OUR RESPONSE TO YOUR LETTER 11/09/07: WE COULD NOT FIND
	POLLUTION PREVENTION DETAILS & SILT FENCE IN YOUR
	DRAWING SET.PLEASE EXPLAIN WHAT SHEET#S OFYOUR
	DRAWING SET.
	YOU ASKED US TO VISIT THE SITE TO CHECK POLLUTION
	PREVENTION IN YOUR LETTER. WE LIKE TO SEE POLLUTION
	PREVENTION DETAILS FIRST ON THE DRAWING AND THAN WE
	WILL VISIT PER YOUR REQUEST IF NECESSARY.


	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	F	Date	2007-10-23			Cont ID
Sent By	rchokshi			Date	2007-10-23	Time	13:29	Rev Time	0.00
Received By	rchokshi			Date	2007-10-23	Time	13:14	Sent To

Notes

2007-10-23 13:28:58	*FAILED** PLEASE PROVIDE THE FOLLOWING:

	CIVILP.E. STEVEN POWLYKNEED TO PUT A DATE OVER PE
	SEAL NEXT TO SIGNATURE ON ALL CIVIL DWGS,

	YOU NEED TO SAY WHAT IS THE DIFFERENCE IN WATER QUALITY
	CALS FOR THIS JOB, SFWMD PERMIT,GEO-TECH REPORT, ETC.
	PLEASE ALSO PROVIDE A COPY OF EACH OF THESE.


	PLEASE ALSO PROVIDE THE FOLLOWING REQUIREMENTS:

	1.PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
	PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
	NOI.
	YOU CAN GET NOI INFO FROM
	WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
	NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
	EFFECTIVE MAY 1, 2003
	2.PLEASE SHOW ON DRAWINGSTHE LOCATION OF DUMPSTER &
	ITS ENCLOSURE PER CITY OF WPB, LOCATION MUST BE
	ACCESSIBLE FOR PICKUP TRUCK.
	3.PLEASE SHOW ON DRAWING THE SITE AREA OF THIS PROJECT,
	PERVIOUS AREA, IMPERVIOUS AREA, LAKE, GREEN AREA,
	PAVEMENT AREA, ETC. MAKE SURE THESE SITE AREAS SHOWN ON
	DRAWINGS MUST MATCH WITH AREAS USED IN STORM WATER
	QUALITY CALCULATIONS.
	4. PLEASE SHOW POLLUTION PREVENTION DETAILS AND SHOW ON
	DRAWINGS THE SILT FENCE AROUND THE SITE.

	PLEASE CREARIFY & RESPOND EACH ITEM IN DETAIL TO
	EXPEDITE YOUR PERMITTING PROCESS.THESE ARE THE SAME
	COMMENTS WE MADE LAST TIME. PLEASE EXPLAIN EACH OF THE
	COMMENTS.

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2007-07-23			Cont ID
Sent By	rchokshi			Date	2007-07-23	Time	13:28	Rev Time	0.00
Received By	rchokshi			Date	2007-07-23	Time	13:09	Sent To

Notes

2007-07-23 13:28:35	*FAILED** PLEASE PROVIDE THE FOLLOWING:

	WE ASKED FOR CIVIL PLANS IN REV 1, OF 1/19/07.THE
	CIVIL PLANS YOU SUBMITTED FOR THIS JOB ARE FOR PERMIT#
	06071716.WE ACCEPT ONLY ORIGINAL SEAL & SIGNED THE
	PLAN.YOUR SUBMITTED PLANS ARE COPIED OF SEAL &
	SIGNED.
	YOU NEED TO SAY WHAT IS THE DIFFERENCE IN WATER QUALITY
	CALS FOR THIS JOB, SFWMD PERMIT,GEO-TECH REPORT, ETC.


	PLEASE ALSO PROVIDE THE FOLLOWING NEW REQUIREMENTS:

	1.PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
	PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
	NOI.
	YOU CAN GET NOI INFO FROM
	WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
	NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
	EFFECTIVE MAY 1, 2003
	2.PLEASE SHOW ON DRAWINGSTHE LOCATION OF DUMPSTER &
	ITS ENCLOSURE PER CITY OF WPB, LOCATION MUST BE
	ACCESSIBLE FOR PICKUP TRUCK.
	3.PLEASE SHOW ON DRAWING THE SITE AREA OF THIS PROJECT,
	PERVIOUS AREA, IMPERVIOUS AREA, LAKE, GREEN AREA,
	PAVEMENT AREA, ETC. MAKE SURE THESE SITE AREAS SHOWN ON
	DRAWINGS MUST MATCH WITH AREAS USED IN STORM WATER
	QUALITY CALCULATIONS.

	PLEASE CREARIFY & RESPOND EACH ITEM IN DETAIL TO
	EXPEDITE YOUR PERMITTING PROCESS

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2007-01-19			Cont ID
Sent By	rchokshi			Date	2007-01-19	Time	11:43	Rev Time	0.00
Received By	rchokshi			Date	2007-01-19	Time	11:24	Sent To

Notes

2007-01-19 11:42:54	PLEASE SUBMIT CIVIL PLANS ALONG WITH A COPY OF SFWMD,
	GEO TECH REPORT, STORM WATER CALS. WHAT CHANGESYOU
	HAVE IN THIS PERMIT#FROM PERMIT #06071716, CIVIL SITE
	& DRAINAGE .
	PLEASE REPLY EACH ITEM TO EXPEDITE THE PERMITTING
	PROCESS.

	RASIK CHOKSHI 805-6723

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	5	Status	P	Date	2008-02-21			Cont ID
Sent By	mawillia			Date	2008-02-21	Time	19:20	Rev Time	0.00
Received By	mawillia			Date	2008-02-21	Time	18:14	Sent To

Notes

2008-02-21 21:19:34	***APPROVED***


	PLAN SHEETS A-4, A-6, A-11, A-16, E2.3.1, E2.3.1B,
	FA0.3, FA2.31, AND FP-1 THRU FP-4 WERE STAMPED,
	INITIALED, AND DATED

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	4	Status	P	Date	2008-01-22			Cont ID
Sent By	mawillia			Date	2008-01-22	Time	11:10	Rev Time	0.00
Received By	mawillia			Date	2008-01-22	Time	10:39	Sent To

Notes

2008-01-22 10:46:54	**PROVISO***


	THE COMMENTS FROM THE PREVIOUS PLAN REVIEWS HAVE BEEN
	ADDRESSED;THE APPROPIATE PLAN SHEETS TO BE
	FIRE-STAMPED WHEN THE OTHER REVIEWERS HAVE BEEN
	SATISFIED.



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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	F	Date	2007-10-25			Cont ID
Sent By	mawillia			Date	2007-10-25	Time	16:49	Rev Time	0.00
Received By	mawillia			Date	2007-10-25	Time	15:38	Sent To

Notes

2007-10-25 15:45:33	**DENIED***


	THE FOLLOWING COMMENTS FROM THE PREVIOUS PLAN REVIEW
	STILL NEED TO BE ADDRESSED:

	08.SINCE THIS WILL BE A SPRINKLERED BUILDING, PROVIDE
	A LAYOUT OF THE FIRE SPRINKLER SYSTEM.THE PROJECT
	SITE ADDRESS IN THE TITLE BLOCK OF THE SUBMITTED FIRE
	SPRINKLER SHEETS IS INCORRECT.PLEASE BE ADVISED THAT
	THE SUBMITTED SPRINKLER SHEETS WILL BE INCLUDED WITH
	THE MASTER PERMIT SET OF PLANS; SPRINKLER SPEC SHEETS
	NOT NEEDED AT THIS TIME, BUT SHALL BE REQUIRED WHEN THE
	SPRINKLER CONTRACTOR APPLIES FOR THE SEPARATE PLANS AND
	PERMIT.

	09.FIRE DEPARTMENT CONNECTIONS (FDC'S) SHALL BE
	POSITIONED SO THAT THEY CANNOT BE BLOCKED BY STORAGE,
	VESSELS, EQUIPMENT, ETC.COULD NOT LOCATE THIS COMMENT
	AS PER YOUR RESPONSE

	10.KNOX LOCKING CAPS ARE REQUIRED FOR NEW FIRE
	DEPARTMENT CONNECTIONS.COULD NOT LOCATE THIS COMMENT
	AS PER YOUR RESPONSE

	11.ELECTRONIC SWITCHES IN ADDITION TO CHAIN AND LOCK
	IS REQUIRED FOR DOUBLE CHECK DETECTOR ASSEMBLY.COULD
	NOT LOCATE THIS COMMENT AS PER YOUR RESPONSE

	12.KNOX BOX FOR THE BUILDING WILL BE REQUIRED. PLEASE
	CONTACT THE FIRE PREVENTION BUREAU AT (561) 804-4724
	FOR APPLICATIONS.COULD NOT LOCATE THIS COMMENT AS PER
	YOUR RESPONSE



	TO EXPEDITE THE PLAN REVIEW PROCESS WHEN RESUBMITTING,
	INCLUDE A RESPONSE LETTER INDICATING WHERE ON THE PLAN
	EACH ITEM WAS ADDRESSED



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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2007-07-11			Cont ID
Sent By	mawillia			Date	2007-07-11	Time	13:41	Rev Time	0.00
Received By	mawillia			Date	2007-07-11	Time	12:06	Sent To

Notes

2007-07-11 12:07:10	**DENIED***


	THE FOLLOWING COMMENTS FROM THE PREVIOUS PLAN REVIEW
	STILL NEED TO BE ADDRESSED:


	03.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION SHALL COMPLY WITH NFPA241.

	04.CONSTRUCTION AND/OR DEMOLITION OPERATIONS SHALL
	NOT INTERFERE OR HINDER EMERGENCY ACCESS TO THE SAID
	PROPERTY OR VICINITY THEREOF.

	08.SINCE THIS WILL BE A SPRINKLERED BUILDING, PROVIDE
	A LAYOUT OF THE FIRE SPRINKLER SYSTEM.

	09.FIRE DEPARTMENT CONNECTIONS (FDC'S) SHALL BE
	POSITIONED SO THAT THEY CANNOT BE BLOCKED BY STORAGE,
	VESSELS, EQUIPMENT, ETC.

	10.KNOX LOCKING CAPS ARE REQUIRED FOR NEW FIRE
	DEPARTMENT CONNECTIONS.

	11.ELECTRONIC SWITCHES IN ADDITION TO CHAIN AND LOCK
	IS REQUIRED FOR DOUBLE CHECK DETECTOR ASSEMBLY.

	12.KNOX BOX FOR THE BUILDING WILL BE REQUIRED. PLEASE
	CONTACT THE FIRE PREVENTION BUREAU AT (561) 804-4724
	FOR APPLICATIONS.

	13.ALL FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA
	80.

	14.INTERIOR FINISH FOR WALLS AND CEILING IN EXITS AND
	EXIT ACCESS CORRIDORS SHALL BE CLASS "A" OR CLASS "B".

	16.FIRE EXTINGUISHERS ARE TO BE RATED 2A-10BC.

	17.SEPARATE SHOP DRAWINGS AND PERMITS ARE REQUIRED
	FOR FIRE SPRINKLER AND FIRE ALARM SYSTEMS.

	18.FIRE SPRINKLER SYSTEM IS TO BE MONITORED.

	19.FIRE ALARM SYSTEM IS TO BE CLASS A OR FULLY
	ADDRESSABLE.




	TO EXPEDITE THE PLAN REVIEW PROCESS WHEN RESUBMITTING,
	INCLUDE A RESPONSE LETTER INDICATING WHERE ON THE PLAN
	EACH ITEM WAS ADDRESSED



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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2007-01-30			Cont ID
Sent By	mawillia			Date	2007-01-30	Time	15:08	Rev Time	0.00
Received By	mawillia			Date	2007-01-30	Time	15:08	Sent To

Notes

2007-01-30 16:01:47	**DENIED***


	01.THE ACTUAL ADDRESS OF WHERE THE SCOPE OF WORK IS
	CONDUCTED SHALL BE IN THE TITLE BLOCK OF EACH PLAN
	SHEET.

	02.NFPA 101 - 2003 EDITION AND FLORIDA FIRE
	PREVENTION CODE - 2004 EDITION SHALL BE REFERENCED.

	03.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION SHALL COMPLY WITH NFPA241.

	04.CONSTRUCTION AND/OR DEMOLITION OPERATIONS SHALL
	NOT INTERFERE OR HINDER EMERGENCY ACCESS TO THE SAID
	PROPERTY OR VICINITY THEREOF.

	05.SHOW THE LOCATION OF FIRE HYDRANT(S) WITHIN
	300-500 FEET OF THE BUILDING.

	06.SHOW/DISPLAY THE NUMERICAL ADDRESS OF THE BUILDING
	ON THE PROPER ELEVATION VISIBLE FROM PREMIER PARK
	DRIVE.AS PER WEST PALM BEACH CODE, THOSE NUMBERS
	SHALL BE NO LESS THAN 6" IN HEIGHT AND 1" IN WIDTH.
	SUITE/UNIT/TENANT SPACE NUMBERS SHALL BE NO LESS THAN
	3" IN HEIGHT AND 1" IN WIDTH.

	07.IF A MONUMENT SIGN OR MARKEE IS REQUIRED, A
	NUMERICAL ADDRESS WILL ALSO BE POSTED.IF THERE ARE
	GOING TO BE SEVERAL ADDRESSED BUILDINGS WITHIN THE FED
	EX COMPLEX, A RANGE OF ADDRESSES FROM THE LOWEST TO THE
	HIGHEST WILL BE REQUIRED ON THE MONUMENT SIGN OR
	MARKEE.

	08.SINCE THIS WILL BE A SPRINKLERED BUILDING, PROVIDE
	A LAYOUT OF THE FIRE SPRINKLER SYSTEM.

	09.FIRE DEPARTMENT CONNECTIONS (FDC'S) SHALL BE
	POSITIONED SO THAT THEY CANNOT BE BLOCKED BY STORAGE,
	VESSELS, EQUIPMENT, ETC.

	10.KNOX LOCKING CAPS ARE REQUIRED FOR NEW FIRE
	DEPARTMENT CONNECTIONS.

	11.ELECTRONIC SWITCHES IN ADDITION TO CHAIN AND LOCK
	IS REQUIRED FOR DOUBLE CHECK DETECTOR ASSEMBLY.

	12.KNOX BOX FOR THE BUILDING WILL BE REQUIRED. PLEASE
	CONTACT THE FIRE PREVENTION BUREAU AT (561) 804-4724
	FOR APPLICATIONS.

	13.ALL FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA
	80.

	14.INTERIOR FINISH FOR WALLS AND CEILING IN EXITS AND
	EXIT ACCESS CORRIDORS SHALL BE CLASS "A" OR CLASS "B".

	15.PROVIDE A LIFE SAFETY PLAN SHOWING THE TRAVEL
	DISTANCE TO AN EXIT MEASURED ON THE FLOOR OR OTHER
	WALKING SURFACE AS PER NFPA 1017.6.1*

	16.FIRE EXTINGUISHERS ARE TO BE RATED 2A-10BC.

	17.SEPARATE SHOP DRAWINGS AND PERMITS ARE REQUIRED
	FOR FIRE SPRINKLER AND FIRE ALARM SYSTEMS.

	18.FIRE SPRINKLER SYSTEM IS TO BE MONITORED.

	19.FIRE ALARM SYSTEM IS TO BE CLASS A OR FULLY
	ADDRESSABLE.

	20.ON SHEET FA0.3, FIRE ALARM NOTE 17, DELETE WORDING
	" SUPERVISORY SIGNAL ONLY" AND INSERT WORDING "A
	GENERAL FIRE ALARM".



	TO EXPEDITE THE PLAN REVIEW PROCESS WHEN RESUBMITTING,
	INCLUDE A RESPONSE LETTER INDICATING HOW/WHERE EACH
	ITEM WAS ADDRESSED



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

Review Stop	I			INCOMING/PROCESSING
Rev No	18	Status	N	Date	2009-02-18			Cont ID
Sent By	adarroug			Date	2009-02-18	Time	09:30	Rev Time	0.00
Received By	adarroug			Date	2009-02-18	Time	09:30	Sent To	Z

Notes

2009-02-18 09:31:31

TO "Z" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	17	Status	N	Date	2008-12-26			Cont ID
Sent By	adarroug			Date	2008-12-26	Time	10:24	Rev Time	0.00
Received By	adarroug			Date	2008-12-26	Time	10:24	Sent To	P

Notes

2008-12-26 10:24:26

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	16	Status	N	Date	2008-11-21			Cont ID
Sent By	adarroug			Date	2008-11-21	Time	08:44	Rev Time	0.00
Received By	adarroug			Date	2008-11-21	Time	08:44	Sent To	P

Notes

2008-11-21 08:44:52

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	15	Status	N	Date	2008-09-29			Cont ID
Sent By	adarroug			Date	2008-09-29	Time	12:28	Rev Time	0.00
Received By	adarroug			Date	2008-09-29	Time	12:28	Sent To	P

Notes

2008-09-29 12:30:29

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	14	Status	N	Date	2008-08-11			Cont ID
Sent By	adarroug			Date	2008-08-11	Time	14:25	Rev Time	0.00
Received By	adarroug			Date	2008-08-11	Time	14:25	Sent To	B

Notes

2008-08-11 14:26:25

TO "JWITMER" DESK/2 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	13	Status	N	Date	2008-08-08			Cont ID
Sent By	adarroug			Date	2008-08-08	Time	10:57	Rev Time	0.00
Received By	adarroug			Date	2008-08-08	Time	10:57	Sent To	B

Notes

2008-08-08 10:58:04

TO "JWITMER' DESK/RESTAMP

Review Stop	I			INCOMING/PROCESSING
Rev No	12	Status	N	Date	2008-07-14			Cont ID
Sent By	adarroug			Date	2008-07-14	Time	16:08	Rev Time	0.00
Received By	adarroug			Date	2008-07-14	Time	16:08	Sent To	B

Notes

2008-07-14 16:09:14

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	11	Status	N	Date	2008-06-25			Cont ID
Sent By	adarroug			Date	2008-06-25	Time	16:40	Rev Time	0.00
Received By	adarroug			Date	2008-06-25	Time	16:40	Sent To	B

Notes

2008-06-25 16:41:24

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	10	Status	N	Date	2008-06-04			Cont ID
Sent By	adarroug			Date	2008-06-04	Time	15:05	Rev Time	0.00
Received By	adarroug			Date	2008-06-04	Time	15:05	Sent To	P

Notes

2008-06-04 15:05:53

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	9	Status	N	Date	2008-06-04			Cont ID
Sent By	adarroug			Date	2008-06-04	Time	15:01	Rev Time	0.00
Received By	adarroug			Date	2008-06-04	Time	15:01	Sent To	B

Notes

2008-06-04 15:02:18

TO "JWITMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	8	Status	N	Date	2008-04-25			Cont ID
Sent By	adarroug			Date	2008-04-25	Time	12:44	Rev Time	0.00
Received By	adarroug			Date	2008-04-25	Time	12:44	Sent To	B

Notes

2008-04-25 12:45:00

TO "JWITMER" DESK/9 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	7	Status	N	Date	2008-03-17			Cont ID
Sent By	adarroug			Date	2008-03-17	Time	08:54	Rev Time	0.00
Received By	adarroug			Date	2008-03-17	Time	08:54	Sent To	B

Notes

2008-03-17 08:55:49	TO "COMM" BD#1--PLANS ON RACK/LARGE FOLDED PLANS AND
	PAPERWORK

Review Stop	I			INCOMING/PROCESSING
Rev No	6	Status	N	Date	2008-03-17			Cont ID
Sent By	adarroug			Date	2008-03-17	Time	08:53	Rev Time	0.00
Received By	adarroug			Date	2008-03-17	Time	08:53	Sent To	B

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2008-01-29			Cont ID
Sent By	adarroug			Date	2008-01-29	Time	09:10	Rev Time	0.00
Received By	adarroug			Date	2008-01-29	Time	09:10	Sent To

Notes

2008-01-29 09:11:07	TO "COMM" BD#57/PLANS ON RACK--ROLDED PLANS AND
	PAPERWORK

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2007-12-17			Cont ID
Sent By	adarroug			Date	2007-12-17	Time	14:58	Rev Time	0.00
Received By	adarroug			Date	2007-12-17	Time	14:58	Sent To

Notes

2007-12-17 14:58:18	TO "COMM" BD#15/PLANS ON RACK/LARGE FOLDED PLANS AND
	PAPERWORK

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2007-09-17			Cont ID
Sent By	adarroug			Date	2007-09-17	Time	09:30	Rev Time	0.00
Received By	adarroug			Date	2007-09-17	Time	09:30	Sent To

Notes

2007-10-09 15:05:53	TO "COMM" BD#56
2007-09-17 09:30:55	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-05-18			Cont ID
Sent By	adarroug			Date	2007-05-18	Time	13:55	Rev Time	0.00
Received By	adarroug			Date	2007-05-18	Time	13:55	Sent To

Notes

2007-06-06 15:26:13	TO "COMM" BD#59
2007-05-18 13:58:56	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-01-30			Cont ID
Sent By	mawillia			Date	2007-01-30	Time	16:03	Rev Time	0.00
Received By	mawillia			Date	2006-11-13	Time	13:34	Sent To

Notes

2006-11-14 10:26:29	TO "COMM" BD#56
2006-11-13 13:35:02	WAITING FOR "COMM"BD

Review Stop	L			LANDSCAPING
Rev No	1	Status	P	Date	2009-02-19			Cont ID
Sent By	rkussner			Date	2009-02-19	Time	09:32	Rev Time	0.00
Received By	rkussner			Date	2009-02-19	Time	09:32	Sent To	PC

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	P	Date	2007-12-18			Cont ID
Sent By	tgordon			Date	2007-12-18	Time	10:46	Rev Time	0.45
Received By	tgordon			Date	2007-12-18	Time	10:46	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	F	Date	2007-10-12			Cont ID
Sent By	tgordon			Date	2007-10-12	Time	16:27	Rev Time	0.30
Received By	tgordon			Date	2007-10-12	Time	16:27	Sent To

Notes

2007-10-12 16:43:18	PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
	REFERENCED CODES WITH 05, 06 REVISIONS, CITY OF WEST
	PALM BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
	ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
	(F.S.).

	* DENIED *
	1) N.O.A. SUBMITTED FOR THE LOUVERS IS MISSING THE
	ASSEMBLIES & SECTIONS (DRAWINGS), PLEASE SUBMIT THE
	COMPLETE N.O.A.

	2) THOSE PRODUCT APPROVALS WHICH ARE REGULATED BY DCA
	RULE 9B-72 SHALL BE REVIEWED AND APPROVED IN WRITING
	(REVIEW STAMPED) BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL.WPB AMENDMENT
	TO FBC 106.3.3.

	3) NOT NOTICED AT LAST REVIEW ENERGY CALCULATIONS SHOW
	NO SKYLIGHTS, PLEASE CORRECT AS SKYLIGHTS ARE BEING
	INSTALLED.

	4) ENERGY CALCULATIONS NEED TO BE SIGNED BY OWNER/AGENT
	ALSO, PER 2004 FBC 13-600.3.ABC.2.

	MECHANICAL PLAN REVIEW BY;
	TOM GORDON (561) 805-6729
	E-MAIL; [email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2007-07-24			Cont ID
Sent By	tgordon			Date	2007-07-24	Time	08:50	Rev Time	0.35
Received By	tgordon			Date	2007-07-24	Time	08:50	Sent To

Notes

2007-07-24 09:11:26	* FOR PERMIT *
	* DENIED *
	1) ENERGY CALCULATIONS NEED TO SHOW ALL ASSUMED A/C
	SYSTEMS FOR FUTURE INSTALLATION 2004 FBC 13-101.1.6
	SHELL BUILDINGS.
	NONRESIDENTIAL BUILDINGS THAT ARE PERMITTED PRIOR TO
	DESIGN COMPLETION OR WHICH WILL BE FINISHED IN SECTIONS
	AT A TIME AFTER CONSTRUCTION OF THE SHELL SHALL COMPLY
	WITH EITHER METHOD B OR C OF SUBCHAPTER 13-4 OF THE
	CODE PRIOR TO GRANTING OF A PERMIT TO BUILD. ALL
	ASSUMPTIONS MADE ABOUT FEATURES NOT INSTALLED UNTIL
	LATER THAT ARE NOT ON THE BUILDING PLANS SHALL BE
	LISTED AND APPENDED TO THE COMPLIANCE FORM SUBMITTED TO
	THE BUILDING DEPARTMENT. UNLESS THE BUILDING IS
	COMPLETED AS PER ALL ASSUMPTIONS MADE IN THE ORIGINAL
	CODE COMPLIANCE SUBMITTAL, A REVISED CODE SUBMITTAL(S)
	USING METHODS A, B OR C SHALL BE SUBMITTED WHEN
	COMPLETION OF THE BUILDING (OR PART OF THE BUILDING) IS
	PERMITTED.

	2) PLEASE SUBMIT COOLING LOAD CALCULATIONS FOR FUTURE
	INSTALLATION, SEE 2004 FBC/M 13-407.1.ABC.1.

	3) AS REQUESTED IN LAST REVIEW, PLEASE SUBMIT STATE
	PRODUCT APPROVALS OR NOTICE OF ACCEPTANCE FOR LOUVERS
	TO BE INSTALLED (NOT JUST MANUFACTURER'S
	SPECIFICATION'S).

	4) SEE BUILDING REVIEW NOTES 8 AND 9, ALSO ELECTRICAL
	REVIEW NOTE 1, PLEASE CORRECT.

	MECHANICAL PLAN REVIEW BY;
	TOM GORDON (561) 805-6729.

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-01-26			Cont ID
Sent By	tgordon			Date	2007-01-26	Time	11:02	Rev Time	0.25
Received By	tgordon			Date	2007-01-26	Time	11:02	Sent To

Notes

2007-01-26 11:02:47	FOR PLAN REVIEW ONLY NOT FOR PERMIT
	* DENIED *
	1) JOB ADDRESS MUST APPEAR IN TITLE BLOCK

	2) PLEASE SUBMIT PRODUCT APPROVAL FOR LOUVERS.

	MECHANICAL PLAN REVIEW BY;
	TOM GORDON (561) 805-6729.

Review Stop	P			PLUMBING
Rev No	8	Status	P	Date	2009-01-07			Cont ID
Sent By	lwagner			Date	2009-01-07	Time	13:51	Rev Time	0.00
Received By	lwagner			Date	2009-01-07	Time	13:47	Sent To

Notes

2009-01-07 13:51:13	REVISION OK

	SHEETS : P0.1, P2.31A, P2.31B, P2.31C, P2.31D, P3.3.1A,
	P3.3.1B, P5.1

Review Stop	P		PLUMBING
Rev No	7	Status	Date	2008-12-22		Cont ID
Sent By	kstevens		Date		Time	Rev Time
Received By			Date		Time	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	6	Status	F	Date	2008-12-22			Cont ID
Sent By	kstevens			Date	2008-12-22	Time	09:43	Rev Time	0.00
Received By	kstevens			Date	2008-12-19	Time	16:50	Sent To

Notes

2008-12-22 09:44:08	DENIED
	REFERENCE:
	FBC-2004 CHAPTER 1
	FBC-2004 PLUMBING

	1. SHT P2.31 THIS SHEET ON FILE FOR PUBLIC RECORD
	SIGNED, SEALED & DATED 06/02/08 HAS IN THE REVISION
	INDEX REVISION 8 (03/26/08) & REVISION 9 (03-28-08).
	THE NEW SHEET SUBMITTED FOR REVISION SIGNED, SEALED &
	DATED 11-17-08 HAS DELETED REVISIONS 8 & 9 AND ONLY
	SHOWS NEW REVISION NUMBER 12. ALL REVISIONS SHALL BE
	MAINTAINED IN THE REVISION INDEX FOR THE LIFE OF THE
	PROJECT. SECTION 106.1.3. ALL NEW REVISIONS SHALL BE
	CLOUDED & INDICATED WITH A NEW REVISION NUMBER. SOME
	REVISIONS ARE NOT CLOUDED NOR INDICATED WITH A REVISION
	NUMBER.
	FBC-2004 SECTION 106.1.2 QUALITY OF PLANS:
	BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
	SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
	MEDIUM. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
	DEPARTMENTAL POLICY, STANDARDS FOR PLANS AND
	SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
	RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
	THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
	OTHER ITEMS RELATED TO RECORDS MANAGEMENT.

	2. SHT P3.1.1 THIS SHEET ON FILE FOR PUBLIC RECORD
	SIGNED, SEALED & DATED 06/02/08 HAS IN THE REVISION
	INDEX REVISION 8 (02-20-08), REVISION 9 (03-28-08), &
	REVISION 10 (05-21-08). THE NEW SHEET SUBMITTED FOR
	REVISION SIGNED, SEALED & DATED 11-17-08 HAS DELETED
	REVISIONS 3, 7, 8, & 9 AND NOW HAS NO REVISIONS SHOWN
	IN THE REVISION INDEX. ALL REVISIONS SHALL BE
	MAINTAINED IN THE REVISION INDEX FOR THE LIFE OF THE
	PROJECT. SECTION 106.1.3. ALL NEW REVISIONS SHALL BE
	CLOUDED & INDICATED WITH A NEW REVISION NUMBER. NO
	CHANGES WERE SEEN FROM THE PREVIOUS REVISION. IF NO
	CHANGES THE SHEET SHALL NOT BE REQUIRED TO BE SUBMITTED
	FOR REVISION. IF THERE ARE NEW REVISIONS THEN ALL
	REVISIONS SHALL BE CLOUDED AND INDICATED WITH A NEW
	REVISION NUMBER.
	FBC-2004 SECTION 106.1.2 QUALITY OF PLANS:
	BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
	SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
	MEDIUM. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
	DEPARTMENTAL POLICY, STANDARDS FOR PLANS AND
	SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
	RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
	THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
	OTHER ITEMS RELATED TO RECORDS MANAGEMENT.

	3. SHT P5.1 THIS SHEET ON FILE FOR PUBLIC RECORD
	SIGNED, SEALED & DATED 06/02/08 HAS IN THE REVISION
	INDEX REVISION 4 (08-15-07), REVISION 8 (02-20-08),
	REVISION 9 (03-28-08) & REVISION 10 (05-21-08). THE NEW
	SHEET SUBMITTED FOR REVISION SIGNED, SEALED & DATED
	11-17-08 HAS DELETED REVISIONS 4, 8, 9 & 10 AND ONLY
	SHOWS NEW REVISION NUMBER 12. ALL REVISIONS SHALL BE
	MAINTAINED IN THE REVISION INDEX FOR THE LIFE OF THE
	PLANS. SECTION 106.1.3. ALL NEW REVISIONS SHALL BE
	CLOUDED & INDICATED WITH A NEW REVISION NUMBER. SOME
	REVISIONS ARE NOT CLOUDED NOR INDICATED WITH A REVISION
	NUMBER.
	FBC-2004 SECTION 106.1.2 QUALITY OF PLANS:
	BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
	SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
	MEDIUM. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
	DEPARTMENTAL POLICY, STANDARDS FOR PLANS AND
	SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
	RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
	THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
	OTHER ITEMS RELATED TO RECORDS MANAGEMENT.

	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	P			PLUMBING
Rev No	5	Status	F	Date	2008-10-08			Cont ID
Sent By	kstevens			Date	2008-10-08	Time	07:54	Rev Time	0.00
Received By	kstevens			Date	2008-10-08	Time	07:54	Sent To

Notes

2008-10-08 08:04:58	REVISIONS DENIED
	REFERENCE: FBC-2004 PLUMBING
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	1. SHT P2.31 A PROFESSIONAL ENGINEER SHALL SIGN HIS
	NAME PER FAC 61G15-23.002(1). INITIALS HAVE BEEN USED.
	PLEASE USE THE SIGNATURE REQUIRED. FS 471.025.

	2. SHT P2.31 SHOWS A HOSE BIBB IN THE METER ROOM. NO
	FLOOR DRAIN IS INDICATED. PLEASE SHOW COMPLIANCE WITH
	SECTION 301.2 WHICH STATES THAT PLUMBING SHALL BE
	INSTALLED WITH DUE REGARD TO PRESERVATION OF THE
	STRENGTH OF STRUCTURAL MEMBERS AND PREVENTION OF DAMAGE
	TO WALLS AND OTHER SURFACES THROUGH FIXTURE USEAGE.

	3. SHT P2.31 SHOWS THE 3" VTR BEING CHANGED TO AN AIR
	ADMITTANCE VALVE. SECTION 903.1 REQUIRES AT LEAST ONE
	VENT STACK THE SIZE OF WHICH IS NOT LESS THAN 1/2 OF
	THE REQUIRED SIZE OF THE BUILDING DRAIN TO RUN
	UNDIMINISHED IN SIZE AND DIRECTLY AS POSSIBLE FROM THE
	BUILDING DRAIN THROUGH TO THE OPEN AIR OR TO A VENT
	HEADER THAT EXTENDS TO THE OPEN AIR. PLEASE INDICATE
	HOW THIS WILL BE COMPLIED WITH.

	4. SHT P2.31 INDICATES A REVISION #10 ON THE FLOOR
	PLAN. REVISION #10 IS NOT INDICATED ON THE REVISION
	INDEX IN THE TITLE BLOCK. PLEASE CORRELATE. SECTION
	106.1.3.

	5. SHT P3.1.1 A PROFESSIONAL ENGINEER SHALL SIGN HIS
	NAME PER FAC 61G15-23.002(1). INITIALS HAVE BEEN USED.
	PLEASE USE THE SIGNATURE REQUIRED. FS 471.025.

	6. SHT P3.1.1 LATEST REVISION SUBMITTED IS REVISION
	#10. REVISION #10 WAS SUBMITTED PREVIOUSLY AND WAS
	SIGNED, SEALED & DATED ON 6-2-08. SHEET HAS BEEN DENIED
	BECAUSE NO NEW REVISION IS INDICATED. SECTION 106.1.3.

	7. SHT P5.1 A PROFESSIONAL ENGINEER SHALL SIGN HIS NAME
	PER FAC 61G15-23.002(1). INITIALS HAVE BEEN USED.
	PLEASE USE THE SIGNATURE REQUIRED. FS 471.025.

	8. SHT P5.1 SHOWS A HOSE BIBB IN THE METER ROOM. NO
	FLOOR DRAIN IS INDICATED. PLEASE SHOW COMPLIANCE WITH
	SECTION 301.2 WHICH STATES THAT PLUMBING SHALL BE
	INSTALLED WITH DUE REGARD TO PRESERVATION OF THE
	STRENGTH OF STRUCTURAL MEMBERS AND PREVENTION OF DAMAGE
	TO WALLS AND OTHER SURFACES THROUGH FIXTURE USEAGE.

	9. SHT P5.1 SHOWS THE 3" VTR BEING CHANGED TO AN AIR
	ADMITTANCE VALVE. SECTION 903.1 REQUIRES AT LEAST ONE
	VENT STACK THE SIZE OF WHICH IS NOT LESS THAN 1/2 OF
	THE REQUIRED SIZE OF THE BUILDING DRAIN TO RUN
	UNDIMINISHED IN SIZE AND DIRECTLY AS POSSIBLE FROM THE
	BUILDING DRAIN THROUGH TO THE OPEN AIR OR TO A VENT
	HEADER THAT EXTENDS TO THE OPEN AIR. PLEASE INDICATE
	HOW THIS WILL BE COMPLIED WITH.

	10. INFORMATIONAL. AS PREVIOUSLY REQUESTED, WHEN
	SUBMITTING REVISIONS, PLEASE TURN OFF ALL PREVIOUSLY
	CLOUDED REVISIONS ON THE FLOOR PLANS & RISERS AS WELL
	AS THE REVISION NUMBERS AS THIS CAUSES DELAYS IN THE
	PLAN REVIEW PROCESS. EACH CLOUD HAS TO BE SCRUTINIZED
	IN ORDER TO MAKE SURE ALL REVISIONS SUBMITTED HAVE BEEN
	REVIEWED. THE REVISION INDEX SHALL STILL SHOW ALL
	REVISION NUMBERS AND DATES. SECTION 106.1.3.

	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	P			PLUMBING
Rev No	4	Status	P	Date	2008-07-11			Cont ID
Sent By	kstevens			Date	2008-07-11	Time	10:51	Rev Time	0.00
Received By	kstevens			Date	2008-07-11	Time	10:51	Sent To

Notes

2008-07-11 10:53:50

REVISIONS OK--SHTS P0.1, P2.3.1, P3.3.1 & P5.1

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2007-11-10			Cont ID
Sent By	kstevens			Date	2007-11-10	Time	08:17	Rev Time	0.00
Received By	kstevens			Date	2007-11-10	Time	08:17	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2007-06-18			Cont ID
Sent By	kstevens			Date	2007-06-18	Time	17:35	Rev Time	0.00
Received By	kstevens			Date	2007-06-18	Time	17:35	Sent To

Notes

2007-06-18 17:37:58	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	****FROM PREVIOUS REVIEW:

	1. OK - SHELL INDICATED ON APPLICATION.

	2. SHT A-5 SUBMIT CALCULATIONS FOR THE PRIMARY AND
	SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
	SUBSECTIONS & TABLES. IN THE CALCULATIONS SHOW 1/2 AREA
	OF ALL VERTICAL WALLS INCLUDING PARAPETS. THESE
	CALCULATIONS ARE REQUIRED FOR THE LOWER ROOFS ALSO.
	INDICATE THE ELEVATIONS FOR THE ROOF, HIGH END AND LOW
	END, TO VERIFY PARAPET WALL CONTRIBUTION.
	****NO RESPONSE/NOT ADDRESSED.

	3. SHTS A-5 & P3.3.1. WITH THE SLOPE OF THE ROOF AS
	INDICATED ON SHT A-5, EXPLAIN HOW ALL ROOF DRAINS SHOW
	THE SAME SQUARE FOOTAGE, (18930SF), DRAINING THROUGH
	EACH DRAIN. ALSO THE ROOF DRAINS ON THE END AREAS OF
	THE BUILDING HAVE EXTRA PARAPET WALL SQUARE FOOTAGE
	THAT DOES NOT CONTRIBUTE TO THE INTERNAL SECTIONS OF
	THE ROOF.
	****NO RESPONSE/NOT ADDRESSED.

	4. SHT A-8 DETAILS 1/A-8 & 3/A-8 BOTH SCALE OUT TO
	APPROXAMATELY 2'9" FROM THE ROOF TO THE TOP OF THE
	PARAPET. PLEASE CLARIFY AS THE ROOF PLAN INDICATES
	1/4"/FT SLOPE @ 150' AND THE PARAPET ON THE LOW END
	SHOULD BE APPROXAMATLY 4' HIGHER WITH BOTH PARAPETS
	BEING 33'-0" AFF.
	****NO RESPONSE/NOT ADDRESSED.

	5. SUBMIT STORM RISER DIAGRAMS SHOWING ALL PIPE SIZES &
	OFFSETS. SECTION 106.3.5.1.3.ARE THE RISER DIAGRAMS
	TO BE PIPED TO THE CATCH BASINS INDIVIDUALLY, OR TO BE
	TIED TOGETHER PRIOR TO THE CATCH BASINS? IF TIED
	TOGETHER, SIZING SHALL BE PER TABLE 1106.3.
	****NO RESPONSE/NOT ADDRESSED.

	6. NO INDICATION OF VENTING IS SHOWN. PLEASE INDICATE
	IF VENTS RUN THRU THE ROOF WILL BE INSTALLED UNDER THE
	SHELL PERMIT, OR WITH THE TENANT BUILDOUT
	PERMIT/PERMITS. SECTION 106.1.1.
	****NO RESPONSE/NOT ADDRESSED.

	7. SHT P5.1 AN RPZV BACKFLOW IS REQUIRED ON THE WATER
	SERVICE OF THE BUILDING. SECTION 608.13.2. PLEASE
	INDICATE ON THE WATER RISER DIAGRAM OR THE PLUMBING
	FLOOR PLAN.
	****NO RESPONSE/NOT ADDRESSED.

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

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2007-01-16			Cont ID
Sent By	kstevens			Date	2007-01-16	Time	16:19	Rev Time	0.00
Received By	kstevens			Date	2007-01-16	Time	16:13	Sent To

Notes

2007-01-16 16:19:25	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. SHT A-4 INDICATES NO PLUMBING FIXTURES. THE PLANS DO
	NOT INDICATE THAT THIS WILL BE A SHELL PERMIT ONLY, NOR
	IS IT INDICATED IN ANY DESCRIPTION OF WORK ON THE
	SUBMITTAL SHEET OR THE PERMIT APPLICATION. SINCE THIS
	IS A PLAN REVIEW ONLY, I WILL ASSUME THAT IT IS A SHELL
	ONLY AND REVIEW IT AS SUCH. ALL MINIMUM FACILITIES WILL
	BE REQUIRED AT TENANT BUILDOUT. TABLES 1004.1.2 &
	403.1. PLEASE INDICATE IF THIS IS INCORRECT.

	2. SHT A-5 SUBMIT CALCULATIONS FOR THE PRIMARY AND
	SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
	SUBSECTIONS & TABLES. IN THE CALCULATIONS SHOW 1/2 AREA
	OF ALL VERTICAL WALLS INCLUDING PARAPETS. THESE
	CALCULATIONS ARE REQUIRED FOR THE LOWER ROOFS ALSO.
	INDICATE THE ELEVATIONS FOR THE ROOF, HIGH END AND LOW
	END, TO VERIFY PARAPET WALL CONTRIBUTION.

	3. SHTS A-5 & P3.3.1. WITH THE SLOPE OF THE ROOF AS
	INDICATED ON SHT A-5, EXPLAIN HOW ALL ROOF DRAINS SHOW
	THE SAME SQUARE FOOTAGE, (18930SF), DRAINING THROUGH
	EACH DRAIN. ALSO THE ROOF DRAINS ON THE END AREAS OF
	THE BUILDING HAVE EXTRA PARAPET WALL SQUARE FOOTAGE
	THAT DOES NOT CONTRIBUTE TO THE INTERNAL SECTIONS OF
	THE ROOF.

	4. SHT A-8 DETAILS 1/A-8 & 3/A-8 BOTH SCALE OUT TO
	APPROXAMATELY 2'9" FROM THE ROOF TO THE TOP OF THE
	PARAPET. PLEASE CLARIFY AS THE ROOF PLAN INDICATES
	1/4"/FT SLOPE @ 150' AND THE PARAPET ON THE LOW END
	SHOULD BE APPROXAMATLY 4' HIGHER WITH BOTH PARAPETS
	BEING 33'-0" AFF.

	5. SUBMIT STORM RISER DIAGRAMS SHOWING ALL PIPE SIZES &
	OFFSETS. SECTION 106.3.5.1.3.ARE THE RISER DIAGRAMS
	TO BE PIPED TO THE CATCH BASINS INDIVIDUALLY, OR TO BE
	TIED TOGETHER PRIOR TO THE CATCH BASINS? IF TIED
	TOGETHER, SIZING SHALL BE PER TABLE 1106.3.

	6. NO INDICATION OF VENTING IS SHOWN. PLEASE INDICATE
	IF VENTS RUN THRU THE ROOF WILL BE INSTALLED UNDER THE
	SHELL PERMIT, OR WITH THE TENANT BUILDOUT
	PERMIT/PERMITS. SECTION 106.1.1.

	7. SHT P5.1 AN RPZV BACKFLOW IS REQUIRED ON THE WATER
	SERVICE OF THE BUILDING. SECTION 608.13.2. PLEASE
	INDICATE ON THE WATER RISER DIAGRAM OR THE PLUMBING
	FLOOR PLAN.

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

Review Stop	Z			ZONING
Rev No	6	Status	P	Date	2008-03-19			Cont ID
Sent By	eschneid			Date	2008-03-19	Time	15:31	Rev Time	0.00
Received By	eschneid			Date	2008-03-19	Time	15:31	Sent To

Notes

2008-03-19 15:31:48

SIGNS SHALL BE APPROVED UNDER SEPARATE PERMIT.

Review Stop	Z			ZONING
Rev No	5	Status	F	Date	2008-02-20			Cont ID
Sent By	eschneid			Date	2008-02-20	Time	12:44	Rev Time	0.00
Received By	eschneid			Date	2008-02-20	Time	12:43	Sent To

Notes

2008-02-20 12:49:48	FAILED

	1) REPEAT COMMENT - SITE/CIVIL PLANS DO NOT MATCH THE
	LANDSCAPE PLANS ALONG THE WESTERN ROW OF PARKING -
	DIFFERENT PLACEMENT OF LANDSCAPE ISLANDS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

Review Stop	Z			ZONING
Rev No	4	Status	F	Date	2008-01-03			Cont ID
Sent By	eschneid			Date	2008-01-03	Time	18:17	Rev Time	0.00
Received By	eschneid			Date	2008-01-03	Time	18:16	Sent To

Notes

2008-01-03 18:36:24	FAILED

	1) RESPOND TO COMMENTS IN WRITING.

	2) CORRECTED

	3) CORRECTED

	3) CORRECTED

	4) SHEET A1 SHALL SHOW ALL OF THE LATEST APPROVED
	REVISIONS TO THE OVERALL SITE PLAN.STAFF HAS NOT
	RECEIVED THE LATEST SITE PLAN FOR MINOR AMENDMENT
	APPROVAL. (REPEAT COMMENT)

	5) CORRECTED

	6) CORRECTED

	7) CORRECTED

	8)CORRECTED

	9) CORRECTED

	10) CORRECTED

	11) CORRECTED

	12) CORRECTED

	13) NOT ALL CONDITIONS OF ORD. NO. 3987-06 HAVE BEEN
	MET - REPEAT COMMENT.VERIFICATION FROM PALM BEACH
	COUNTY SHALL BE PROVIDED TO RELEASE THE TRAFFIC
	CONDITIONS.THE USE TABLE ITEMS HAVE NOT BEEN
	SUBMITTED.NEW - PER THE ORDINANCE, A MINOR AMENDMENT
	IS REQUIRED TO ACCEPT THE NEW COUNTY TRAFFIC LETTER
	ISSUED ON OCTOBER 28, 2007.STAFF NEEDS TO MEET WITH
	YOU TRAFFIC CONSULTANT TO ADDRESS THE ITEMS BELOW.

	A. THE PROPERTY OWNER SHALL POST SURETY IN THE AMOUNT
	OF ONE HUNDRED FIFTY THOUSAND DOLLARS ($150,000.00)
	WITHIN TWELVE (12) MONTHS OF THIS DEVELOPMENT ORDER
	(DUE BY OCTOBER 10, 2007) IN A FORM ACCEPTABLE TO THE
	COUNTY ATTORNEY TO ASSURE THE INSTALLATION OF THE
	TRAFFIC SIGNAL WHEN WARRANTED.NO PROOF THIS IS
	COMPLETED OR NO LONGER REQUIRED HAS BEEN SUBMITTED.

	B. AT SUCH TIME AS THE PROPERTY OWNER COMPLETES THE
	DRAINAGE PLAN FOR THE PROJECT, THE PROPERTY OWNER SHALL
	NOTIFY THE COUNTY'S ROADWAY PRODUCTION DIVISION IF THE
	PROJECT HAS ANY EXCESS STORMWATER RETENTION CAPACITY
	THAT CAN BE MADE AVAILABLE TO THE COUNTY FOR THE
	WIDENING OF 45TH STREET FROM TWO (2) LANES TO FOUR (4)
	LANES FROM HAVERHILL ROAD TO THE FLORIDA TURNPIKE.IF
	THERE IS EXCESS CAPACITY AVAILABLE, THE PROPERTY OWNER
	SHALL MAKE THAT CAPACITY AVAILABLE TO THE COUNTY
	THROUGH THE DEDICATION OF A TWENTY FOOT (20') DRAINAGE
	EASEMENT FROM THE ROAD RIGHT-OF-WAY TO THE ULTIMATE
	OUTFALL.THE DRAINAGE EASEMENT SHALL COVER THE ENTIRE
	POND. NO PROOF THIS IS COMPLETED OR NO LONGER REQUIRED
	HAS BEEN SUBMITTED.

	C. NO MORE THAN 1,146 NEW DAILY TRIPS MAY BE PERMITTED
	UNTIL CONTRACT IS LET FOR WIDENING OF HAVERHILL ROAD TO
	FIVE (5) LANES, FROM 45TH STREET TO CARIBBEAN
	BOULEVARD. PROVIDE PROOF THAT THIS HAS BEEN RELEASED.

	D. NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAT 85 NEW EXTERNAL PM PEAK HOUR TRIPS PRIOR TO
	LETTING OF THE CONTRACT FOR THE FOUR (4) LANING OF
	HAVERHILL ROAD, FROM BEELINE HIGHWAY TO 45TH STREET.
	PROVIDE PROOF THAT THIS HAS BEEN RELEASED.

	E.NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAT 103 NEW EXTERNAL PM PEAK HOUR TRIPS PRIOR TO
	LETTING OF THE CONTRACT FOR THE FOLLOWING IMPROVEMENTS
	AT THE INTERSECTION OF HAVERHILL ROAD AND ROEBUCK ROAD:
	PROVIDE PROOF THAT THESE HAVE BEEN RELEASED.

	1. ADDITION OF A SECOND EXCLUSIVE NORTHBOUND LEFT TURN
	LANE.

	2. ADDITION OF A SECOND EXCLUSIVE EASTBOUND LEFT TURN
	LANE.

	3. RECONFIGURE THE WESTBOUND APPROACH TO PROVIDE ONE
	EXCLUSIVE LEFT TURN LANE, TWO THROUGH LANES AND ONE
	EXCLUSIVE RIGHT-TURN LANE.

	F. NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAN 261 NEW EXTERNAL AM PEAK HOUR TRIPS PRIOR TO THE
	LETTING OF THE CONTRACT FOR THE ADDITION OF A SECOND
	NORTHBOUND THROUGH LANE AT THE INTERSECTION OF
	HAVERHILL ROAD AND 45TH STREET.NEW - THE LATEST
	TRAFFIC LETTER APPROVES 272 AM TRIPS, YET THE MOST
	RECENT TRAFFIC STATEMENT STATES THERE ARE 274 TRIP
	ASSOCIATED WITH THE FEDEXS AND BLDGS 1 & 3.

	G. WITHIN SIX (6) MONTHS FROM THE DATE OF THE
	DEVELOPMENT ORDER (DUE BY APRIL 10, 2007), THE
	DEVELOPER MUST ENTER INTO A PUBLIC FACILITIES AGREEMENT
	(PFA) WITH PALM BEACH COUNTY TO FUND AND/OR TO
	CONSTRUCT ANY AND ALL IMPROVEMENTS AS THE TERM IS
	DEFINED BY THE TRAFFIC PERFORMANCE STANDARDS ORDINANCE.
	THE PFA MUST BE IN A FORM ACCEPTABLE TO THE COUNTY
	ENGINEER.THE CITY SHALL NOT ISSUE ANY BUILDING
	PERMITS ASSOCIATED WITH THE PROJECT UNLESS AND UNTIL
	THE PFA HAS BEEN APPROVED BY THE BOARD OF COUNTY
	COMMISSIONERS.NEW - THE PROPORTIONATE FAIR SHARE
	AGREEMENT WAS PROVIDED, IS THIS THE SAME AS THE PFA?

	H. CORRECTED

	I. A TRAFFIC STATEMENT, PREPARED BY A LICENSED TRAFFIC
	ENGINEER, SHALL BE SUBMITTED TO THE PLANNING AND ZONING
	AND CONSTRUCTION SERVICES DEPARTMENTS CONCURRENT WITH
	ALL BUILDING PERMIT APPLICATIONS OUTLINING THE NUMBER
	OF DAILY TRIPS, AM TRIPS AND PM TRIPS GENERATED FOR
	EACH USE AND ITS SQUARE FOOTAGE FOR EACH BUILDING.THE
	TRAFFIC STATEMENT SHALL INCLUDE THE TRIPS ASSOCIATED
	WITH THE SPECIFIC USE AND A CUMULATIVE TABLE FOR ALL OF
	THE USES APPROVED IN THE PREMIER PARK OF COMMERCE CPD
	PARTIALLY ADDRESSED - COMBINE LETTER FROM FEDEXS AND
	BLDGS 1 & 3.

	14) NEW - SITE/CIVIL PLANS DO NOT MATCH THE LANDSCAPE
	PLANS ALONG THE WESTERN ROW OF PARKING BASED ON
	REVISIONS MADE SINCE LAST REVIEW.

	15) NEW - THE PARKING COUNT ON THE FRONT SHEET DOES NOT
	MATCH THE ACTUAL NUMBER OF PROVIDED ON THE SITE PLAN.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	2007-10-30			Cont ID
Sent By	eschneid			Date	2007-10-30	Time	15:20	Rev Time	0.00
Received By	eschneid			Date	2007-10-18	Time	21:05	Sent To

Notes

2007-10-18 21:25:59	FAILED

	1) RESPOND TO COMMENTS IN WRITING.

	2) ADA PARKING DETAILS DO NOT MEET CITY CODE (SHEET A3)
	- REPEAT COMMENT.THE DETAIL ON THE BOWYER SINGLETON
	PLANS SHEET 13 OF 29 IS CORRECT AND SHOULD BE USED.
	WHEEL STOPS AND HC SYMBOL LOCATIONS NEED CORRECTING ON
	A3.

	3) THE LANDSCAPE AREA FOR THE LONE DUMPSTER IN THE
	LOADING AREA IS NOT SHOWN ON SHEET A2 - REPEAT
	COMMENT.

	3) THE ELEVATIONS APPROVED BY ORDINANCE NO. 3987-06 AND
	SHOWN ON SHEET A6 DO NOT MATCH SECTIONS SHOWN ON SHEETS
	A8 AND A14 - PARTIAL REPEAT COMMENT.

	A. USE ELEVATIONS AS SHOWN ON SHEETS A6 AND A7.

	B. SHEET A8 SHOWS REVELS AT DIFFERENT SIZES THAN CALLED
	OUT ON SHEET A6 (4 INCH VS. 6 INCH).

	C. SHEET A8 (SECTION 4/A-8) DOES NOT SHOW THE MOLDING
	IN LINE WITH THE TOP OF THE BAHAMA SHUTTERS OR THE
	BAHAMA SHUTTERS THEMSELVES.

	D. SHEET A14 (SECTION DETAIL 3/A14) DOES NOT SHOW THE
	HORIZONTAL SCORE LINE THROUGH THE SQUARES AS THE
	ELEVATION SHOWN ON A6 DOES.

	E. WHERE ARE THE BAHAMA SHUTTER DETAILS.

	4) SHEET A1 AND A2 SHALL SHOW ALL OF THE LATEST
	APPROVED REVISIONS TO THE SITE PLANS.

	5) D-CURBS OR WHEEL STOPS ARE REQUIRED ALONG ALL
	LANDSCAPE AREAS.THE PLANS SHALL CALL OUT ALL CURBING
	AS SUCH.

	6) A PHOTOMETRIC PLAN IS REQUIRED.THE ILLUMINATION
	SHALL NOT EXCEED ONE FOOT CANDLE AT THE BOUNDARY OF THE
	PLANNED DEVELOPMENT.

	7) THE SOUTHEAST MOST LIGHT POLE IS NOT SHOWN IN THE
	SAME LOCATION ON THE SITE AND LANDSCAPE PLANS.

	8)MOST OF THE LIGHT POLES ARE WITHIN 5 FEET OF LIVE
	OAKS OR OTHER TREES.THE TREES OR THE LOCATION OF THE
	LIGHT POLES SHALL BE ADJUSTED SO THAT TREES TO NOT GROW
	INTO THE LIGHT POLES, MAKING THEM INEFFECTIVE.

	9) THE TWO SOUTHERNMOST CATCH BASINS ON THE EAST
	PROPERTY LINE WILL NOT BE ABLE TO SUPPORT A WHEEL STOP
	AND THUS THERE WILL BE INADEQUATE PROTECTION OF THE
	TREES SHOWN AT THE HEAD OF THE SPACE.THE TREES SHALL
	BE MOVED FROM DIRECTLY IN FRONT OF THE SPACE (NOTE THAT
	THE COMBINATION OF THE LIGHT POLE AND CATCH BASIN
	LOCATIONS MAY REQUIRE THE REMOVAL OF A TREE AND
	RELOCATION OF ANOTHER SO THE REMAINING TREE WILL AVOID
	OBSTACLES AND HAVE ROOM TO GROW).

	10) SOME OF THE FIRE HYDRANTS CONFLICT WITH THE TREE
	PLACEMENT.

	11) THE NEW SIGN SHOWN ON THE SOUTHWEST CORNER OF THE
	SITE HAS NEVER APPEARED ON ANY PREVIOUS PLAN.A SIGN
	AT THIS LOCATION REQUIRES THE APPROVAL OF A MINOR
	PLANNED DEVELOPMENT AMENDMENT.NOTE THAT IT SHALL BE 5
	FEET FROM THE PREMIER PARK DRIVE RIGHT-OF-WAY LINE AND
	24 FEET FROM THE PROPERTY LINE OF BUILDING #2.THE
	SIGN LOCATION ALSO INTERFERES WITH THE APPROVED
	LANDSCAPE PLANS AND IS NOT SHOWN ON THE CIVIL PLANS.

	12) NO BUILDING PERMITS WILL BE ISSUED FOR BUILDING #3
	UNTIL UNTIL THE DEVELOPER FINALIZES THE PROPORTIONATE
	SHARE AGREEMENTS WITH PALM BEACH COUNTY.

	13) NOT ALL CONDITIONS OF ORD. NO. 3987-06 HAVE BEEN
	MET - REPEAT COMMENT.VERIFICATION FROM PALM BEACH
	COUNTY SHALL BE PROVIDED TO RELEASE THE TRAFFIC
	CONDITIONS.THE USE TABLE ITEMS HAVE NOT BEEN
	SUBMITTED.

	A. THE PROPERTY OWNER SHALL POST SURETY IN THE AMOUNT
	OF ONE HUNDRED FIFTY THOUSAND DOLLARS ($150,000.00)
	WITHIN TWELVE (12) MONTHS OF THIS DEVELOPMENT ORDER
	(DUE BY OCTOBER 10, 2007) IN A FORM ACCEPTABLE TO THE
	COUNTY ATTORNEY TO ASSURE THE INSTALLATION OF THE
	TRAFFIC SIGNAL WHEN WARRANTED.

	B. AT SUCH TIME AS THE PROPERTY OWNER COMPLETES THE
	DRAINAGE PLAN FOR THE PROJECT, THE PROPERTY OWNER SHALL
	NOTIFY THE COUNTY'S ROADWAY PRODUCTION DIVISION IF THE
	PROJECT HAS ANY EXCESS STORMWATER RETENTION CAPACITY
	THAT CAN BE MADE AVAILABLE TO THE COUNTY FOR THE
	WIDENING OF 45TH STREET FROM TWO (2) LANES TO FOUR (4)
	LANES FROM HAVERHILL ROAD TO THE FLORIDA TURNPIKE.IF
	THERE IS EXCESS CAPACITY AVAILABLE, THE PROPERTY OWNER
	SHALL MAKE THAT CAPACITY AVAILABLE TO THE COUNTY
	THROUGH THE DEDICATION OF A TWENTY FOOT (20') DRAINAGE
	EASEMENT FROM THE ROAD RIGHT-OF-WAY TO THE ULTIMATE
	OUTFALL.THE DRAINAGE EASEMENT SHALL COVER THE ENTIRE
	POND.

	C. NO MORE THAN 1,146 NEW DAILY TRIPS MAY BE PERMITTED
	UNTIL CONTRACT IS LET FOR WIDENING OF HAVERHILL ROAD TO
	FIVE (5) LANES, FROM 45TH STREET TO CARIBBEAN
	BOULEVARD.

	D. NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAT 85 NEW EXTERNAL PM PEAK HOUR TRIPS PRIOR TO
	LETTING OF THE CONTRACT FOR THE FOUR (4) LANING OF
	HAVERHILL ROAD, FROM BEELINE HIGHWAY TO 45TH STREET.

	E.NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAT 103 NEW EXTERNAL PM PEAK HOUR TRIPS PRIOR TO
	LETTING OF THE CONTRACT FOR THE FOLLOWING IMPROVEMENTS
	AT THE INTERSECTION OF HAVERHILL ROAD AND ROEBUCK
	ROAD:

	1. ADDITION OF A SECOND EXCLUSIVE NORTHBOUND LEFT TURN
	LANE.

	2. ADDITION OF A SECOND EXCLUSIVE EASTBOUND LEFT TURN
	LANE.

	3. RECONFIGURE THE WESTBOUND APPROACH TO PROVIDE ONE
	EXCLUSIVE LEFT TURN LANE, TWO THROUGH LANES AND ONE
	EXCLUSIVE RIGHT-TURN LANE.

	F. NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAN 261 NEW EXTERNAL AM PEAK HOUR TRIPS PRIOR TO THE
	LETTING OF THE CONTRACT FOR THE ADDITION OF A SECOND
	NORTHBOUND THROUGH LANE AT THE INTERSECTION OF
	HAVERHILL ROAD AND 45TH STREET.

	G. WITHIN SIX (6) MONTHS FROM THE DATE OF THE
	DEVELOPMENT ORDER (DUE BY APRIL 10, 2007), THE
	DEVELOPER MUST ENTER INTO A PUBLIC FACILITIES AGREEMENT
	(PFA) WITH PALM BEACH COUNTY TO FUND AND/OR TO
	CONSTRUCT ANY AND ALL IMPROVEMENTS AS THE TERM IS
	DEFINED BY THE TRAFFIC PERFORMANCE STANDARDS ORDINANCE.
	THE PFA MUST BE IN A FORM ACCEPTABLE TO THE COUNTY
	ENGINEER.THE CITY SHALL NOT ISSUE ANY BUILDING
	PERMITS ASSOCIATED WITH THE PROJECT UNLESS AND UNTIL
	THE PFA HAS BEEN APPROVED BY THE BOARD OF COUNTY
	COMMISSIONERS.

	H. A USE CHART SHALL BE SUBMITTED TO THE PLANNING AND
	ZONING AND CONSTRUCTION SERVICES DEPARTMENTS CONCURRENT
	WITH ALL BUILDING PERMIT AND/OR OCCUPATIONAL LICENSE
	APPLICATIONS STATING THE SQUARE FOOTAGE DEVOTED TO THE
	USES WITHIN BUILDINGS 1, 2 AND 3.THE SPECIFIC SQUARE
	FOOTAGE USE WITHIN EACH BUILDING MAY NOT EXCEED THE
	ALLOWANCES OUTLINED IN THE BUILDING USE SQUARE FOOTAGE
	TABLE (EXHIBIT F), UNLESS THE PROPERTY OWNER PROVIDES A
	TRAFFIC EQUIVALENCY STATEMENT, PREPARED BY A LICENSED
	TRAFFIC ENGINEER, DEMONSTRATING THAT THE APPROVED
	TRAFFIC CONCURRENCY FOR THE PROJECT IS NOT EXCEEDED.

	I. A TRAFFIC STATEMENT, PREPARED BY A LICENSED TRAFFIC
	ENGINEER, SHALL BE SUBMITTED TO THE PLANNING AND ZONING
	AND CONSTRUCTION SERVICES DEPARTMENTS CONCURRENT WITH
	ALL BUILDING PERMIT APPLICATIONS OUTLINING THE NUMBER
	OF DAILY TRIPS, AM TRIPS AND PM TRIPS GENERATED FOR
	EACH USE AND ITS SQUARE FOOTAGE FOR EACH BUILDING.THE
	TRAFFIC STATEMENT SHALL INCLUDE THE TRIPS ASSOCIATED
	WITH THE SPECIFIC USE AND A CUMULATIVE TABLE FOR ALL OF
	THE USES APPROVED IN THE PREMIER PARK OF COMMERCE CPD.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2007-06-08			Cont ID
Sent By	eschneid			Date	2007-06-08	Time	16:09	Rev Time	0.00
Received By	eschneid			Date	2007-06-08	Time	16:09	Sent To

Notes

2007-06-08 16:10:21	FAILED

	1) RESPOND TO COMMENTS IN WRITING.

	2) DUMPSTER AND ADA PARKING DETAILS DO NOT MEET CITY
	CODE (SHEET A3) - REPEAT COMMENT.

	3) WHERE IS THE LANDSCAPE AREA FOR THE LONE DUMPSTER
	BEHIND THE BUILDING - REPEAT COMMENT.

	4) THE ELEVATIONS DO NOT MATCH THOSE APPROVED BY
	ORDINANCE NO. 3987-06.

	5) SIGNS ARE TO BE UNDER A SEPARATE PERMIT.

	6) WHERE IS THE LANDSCAPE PLAN?

	7) THE 12 FOOT EASEMENT ALONG THE 45TH STREET FRONTAGE
	IS TO BE FOR FUTURE ROAD WIDENING, NOT UTILITY PURPOSES
	AS STATED ON THE SITE PLAN.

	8) NOT ALL CONDITIONS OF ORD. NO. 3987-06 HAVE BEEN
	MET:

	A) THE PROPERTY OWNER SHALL POST SURETY IN THE AMOUNT
	OF ONE HUNDRED FIFTY THOUSAND DOLLARS ($150,000.00)
	WITHIN TWELVE (12) MONTHS OF THIS DEVELOPMENT ORDER
	(DUE BY OCTOBER 10, 2007) IN A FORM ACCEPTABLE TO THE
	COUNTY ATTORNEY TO ASSURE THE INSTALLATION OF THE
	TRAFFIC SIGNAL WHEN WARRANTED.

	B) AT SUCH TIME AS THE PROPERTY OWNER COMPLETES THE
	DRAINAGE PLAN FOR THE PROJECT, THE PROPERTY OWNER SHALL
	NOTIFY THE COUNTY?S ROADWAY PRODUCTION DIVISION IF THE
	PROJECT HAS ANY EXCESS STORMWATER RETENTION CAPACITY
	THAT CAN BE MADE AVAILABLE TO THE COUNTY FOR THE
	WIDENING OF 45TH STREET FROM TWO (2) LANES TO FOUR (4)
	LANES FROM HAVERHILL ROAD TO THE FLORIDA TURNPIKE.IF
	THERE IS EXCESS CAPACITY AVAILABLE, THE PROPERTY OWNER
	SHALL MAKE THAT CAPACITY AVAILABLE TO THE COUNTY
	THROUGH THE DEDICATION OF A TWENTY FOOT (20?) DRAINAGE
	EASEMENT FROM THE ROAD RIGHT-OF-WAY TO THE ULTIMATE
	OUTFALL.THE DRAINAGE EASEMENT SHALL COVER THE ENTIRE
	POND.

	C) NO MORE THAN 1,146 NEW DAILY TRIPS MAY BE PERMITTED
	UNTIL CONTRACT IS LET FOR WIDENING OF HAVERHILL ROAD TO
	FIVE (5) LANES, FROM 45TH STREET TO CARIBBEAN
	BOULEVARD.

	D) NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAT 85 NEW EXTERNAL PM PEAK HOUR TRIPS PRIOR TO
	LETTING OF THE CONTRACT FOR THE FOUR (4) LANING OF
	HAVERHILL ROAD, FROM BEELINE HIGHWAY TO 45TH STREET.

	E) NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAT 103 NEW EXTERNAL PM PEAK HOUR TRIPS PRIOR TO
	LETTING OF THE CONTRACT FOR THE FOLLOWING IMPROVEMENTS
	AT THE INTERSECTION OF HAVERHILL ROAD AND ROEBUCK
	ROAD:

	1. ADDITION OF A SECOND EXCLUSIVE NORTHBOUND LEFT TURN
	LANE.

	2. ADDITION OF A SECOND EXCLUSIVE EASTBOUND LEFT TURN
	LANE.

	3. RECONFIGURE THE WESTBOUND APPROACH TO PROVIDE ONE
	EXCLUSIVE LEFT TURN LANE, TWO THROUGH LANES AND ONE
	EXCLUSIVE RIGHT-TURN LANE.

	F) NO BUILDING PERMITS FOR DEVELOPMENT GENERATING MORE
	THAN 261 NEW EXTERNAL AM PEAK HOUR TRIPS PRIOR TO THE
	LETTING OF THE CONTRACT FOR THE ADDITION OF A SECOND
	NORTHBOUND THROUGH LANE AT THE INTERSECTION OF
	HAVERHILL ROAD AND 45TH STREET.

	G) WITHIN SIX (6) MONTHS FROM THE DATE OF THE
	DEVELOPMENT ORDER (DUE BY APRIL 10, 2007), THE
	DEVELOPER MUST ENTER INTO A PUBLIC FACILITIES AGREEMENT
	(PFA) WITH PALM BEACH COUNTY TO FUND AND/OR TO
	CONSTRUCT ANY AND ALL IMPROVEMENTS AS THE TERM IS
	DEFINED BY THE TRAFFIC PERFORMANCE STANDARDS ORDINANCE.
	THE PFA MUST BE IN A FORM ACCEPTABLE TO THE COUNTY
	ENGINEER.THE CITY SHALL NOT ISSUE ANY BUILDING
	PERMITS ASSOCIATED WITH THE PROJECT UNLESS AND UNTIL
	THE PFA HAS BEEN APPROVED BY THE BOARD OF COUNTY
	COMMISSIONERS.

	H)A USE CHART SHALL BE SUBMITTED TO THE PLANNING AND
	ZONING AND CONSTRUCTION SERVICES DEPARTMENTS CONCURRENT
	WITH ALL BUILDING PERMIT AND/OR OCCUPATIONAL LICENSE
	APPLICATIONS STATING THE SQUARE FOOTAGE DEVOTED TO THE
	USES WITHIN BUILDINGS 1, 2 AND 3.THE SPECIFIC SQUARE
	FOOTAGE USE WITHIN EACH BUILDING MAY NOT EXCEED THE
	ALLOWANCES OUTLINED IN THE BUILDING USE SQUARE FOOTAGE
	TABLE (EXHIBIT F), UNLESS THE PROPERTY OWNER PROVIDES A
	TRAFFIC EQUIVALENCY STATEMENT, PREPARED BY A LICENSED
	TRAFFIC ENGINEER, DEMONSTRATING THAT THE APPROVED
	TRAFFIC CONCURRENCY FOR THE PROJECT IS NOT EXCEEDED.

	I)A TRAFFIC STATEMENT, PREPARED BY A LICENSED TRAFFIC
	ENGINEER, SHALL BE SUBMITTED TO THE PLANNING AND ZONING
	AND CONSTRUCTION SERVICES DEPARTMENTS CONCURRENT WITH
	ALL BUILDING PERMIT APPLICATIONS OUTLINING THE NUMBER
	OF DAILY TRIPS, AM TRIPS AND PM TRIPS GENERATED FOR
	EACH USE AND ITS SQUARE FOOTAGE FOR EACH BUILDING.THE
	TRAFFIC STATEMENT SHALL INCLUDE THE TRIPS ASSOCIATED
	WITH THE SPECIFIC USE AND A CUMULATIVE TABLE FOR ALL OF
	THE USES APPROVED IN THE PREMIER PARK OF COMMERCE CPD.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2007-10-18			Cont ID
Sent By	eschneid			Date	2006-11-22	Time	16:03	Rev Time	0.00
Received By	eschneid			Date	2006-11-22	Time	16:03	Sent To

Notes

2006-11-22 16:13:55	FAILED

	1) PLANS SHALL MATCH THE APPROVALS OF ORD. NO. 3987-06,
	AS AMENDED BY THE MINOR AMENDMENT APPROVED ON NOV. 27,
	2006.

	2) DUMPSTER AND ADA PARKING DETAILS DO NOT MEET CITY
	CODE.

	3) WHERE IS THE LANDSCAPE AREA FOR THE LONE DUMPSTER IN
	THE MIDDLE OF THE BUILDING?

	4) ALL CONDITIONS OF ORD. NO. 3987-06 SHALL BE ADHERED
	TO FOR THE BUILDING PERMIT SUBMISSION.