City of West Palm Beach eGovPlus

Plan Review Details - Permit 06040957

Plan Review Stops For Permit 06040957

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	72	Status	P	Date	2008-07-25			Cont ID
Sent By	jwitmer			Date	2008-07-25	Time	15:25	Rev Time	0.77
Received By	jwitmer			Date	2008-07-25	Time	15:25	Sent To

Notes

2008-07-25 15:26:15

ENERGY CALCS REVIEWED

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	71	Status	F	Date	2008-06-03			Cont ID
Sent By	jwitmer			Date	2008-06-03	Time	12:15	Rev Time	0.77
Received By	jwitmer			Date	2008-06-03	Time	12:15	Sent To	PC

Notes

2008-06-03 12:17:59
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED
	SUBMITTAL: ENERGY CALCS: NOTE SHEET 97 HEADING DOORS
	INDICATES ON THE FIRST FLOOR THE DOORS ARE STEEL DOORS
	WITH HONEY COMB FILLED CORES THEY ARE ACTUALLY GLAZED
	OPENINGS. PLEASE CORRET.
	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	70	Status	P	Date	2008-05-16			Cont ID
Sent By	rbrown			Date	2008-05-16	Time	20:04	Rev Time	0.00
Received By	rbrown			Date	2008-05-16	Time	20:04	Sent To

Notes

2008-05-16 20:06:13	LOCAL PRODUCT APPROVAL FOR FOUR METCOE SKYLIGHT,
	INC.ALUMINUM EXTRUSION SKYLIGHTS.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	69	Status	P	Date	2008-05-16			Cont ID
Sent By	rbrown			Date	2008-05-16	Time	15:22	Rev Time	0.00
Received By	rbrown			Date	2008-05-16	Time	15:22	Sent To

Notes

2008-05-16 15:24:36	ENGINEERING REPORT FOR SLAB TO CURTAIN WALL FIRESTOP
	DETAIL.OK PER FBC 713.1

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	68	Status	P	Date	2008-05-12			Cont ID
Sent By	jwitmer			Date	2008-05-12	Time	13:35	Rev Time	0.77
Received By	jwitmer			Date	2008-05-12	Time	13:35	Sent To	PC

Notes

2008-05-12 13:37:05
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION:
	SUBMITTAL: SHEET A0.21 REVISION# 43
	REVISION:

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	67	Status	F	Date	2008-05-08			Cont ID
Sent By	jwitmer			Date	2008-05-08	Time	13:55	Rev Time	0.00
Received By	jwitmer			Date	2008-05-08	Time	13:55	Sent To	PC

Notes

2008-05-08 14:03:15
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED
	SUBMITTAL: # 03450-020 IS FOR A PRECAST MONUMENT SIGN,
	REQUIRES ITS OWN PERMIT, FEES AND REVIEWS.
	CITY CODE OF ORDANCES: ARTICLE V.


	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	66	Status	F	Date	2008-05-05			Cont ID
Sent By	jwitmer			Date	2008-05-05	Time	13:16	Rev Time	3.33
Received By	jwitmer			Date	2008-05-05	Time	13:16	Sent To	PC

Notes

2008-05-05 16:06:46
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED
	SUBMITTAL: 20000-0010 FIRESTOP ENGINEERING JUDGMENT-
	ENGINEERING JUDGMENTS ARE UASULLY PROVIDED WHEN THERE
	IS NO ASSEMBLY THAT MATCHES WITH THE TYPE OF
	CONFIGURATION THAT IS TO PROPOSED TO BE BUILT. IN EACH
	OF THE CASES THE UL SYSTEM NO. CW-D-2040 AND CW-D-2042
	IN BOTH CASES THE MULLION COVER OF THE CURTAIN WALL
	INSULATION SYSTEM IS NOT BEING APPLIED. THE MULLION
	COVERS ARE TOABUT THE FORMING MATERIAL (ITEM 3A)
	ABOVE AND BELOW THE FLOOR.
	713.4 EXTERIOR CURTAIN WALL/FLOOR INTERSECTION.
	WHERE FIRE- RESISTANCE-RATED FLOOR OR FLOOR/CEILING
	ASSEMBLIES ARE REQUIRED, VOIDS CREATED AT THE
	INTERSECTION OF THE EXTERIOR CURTAIN WALL ASSEMBLIES
	AND SUCH FLOOR ASSEMBLIES SHALL BE SEALED WITH AN
	APPROVED MATERIAL OR SYSTEM TO PREVENT THE INTERIOR
	VERTICAL SPREAD OF FIRE. SUCH MATERIAL OR SYSTEMS SHALL
	BE SECURELY INSTALLED AND CAPABLE OF PREVENTING THE
	PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE
	COTTON WASTE WHERE SUBJECTED TO ASTM E 119
	TIME-TEMPERATURE FIRE CONDITIONS UNDER A MINIMUM
	POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER
	(2.49 PA) FOR THE TIME PERIOD AT LEAST EQUAL TO THE
	FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY. HEIGHT
	AND FIRE-RESISTANCE REQUIREMENTS FOR CURTAIN WALL
	SPANDRELS SHALL COMPLY WITH SECTION 704.9 .

	CW-D-2005 WE SEE NO NEED FOR THE ENGINEERING JUDGEMENT
	AND WILL STAMP THIS SUBMITTAL

	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	65	Status	P	Date	2008-05-05			Cont ID
Sent By	jwitmer			Date	2008-05-05	Time	07:37	Rev Time	1.22
Received By	jwitmer			Date	2008-05-05	Time	07:37	Sent To

Notes

2008-05-05 07:56:18
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED

	REVISION:

	RFI 0474 PLATFORM OVER CONDENSER WATER PIPES
	RFI 0473- ACCESS TO SCF-2 THROUGH EXISTING SCREENWALL

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	64	Status	P	Date	2008-04-30			Cont ID
Sent By	jwitmer			Date	2008-04-30	Time	15:00	Rev Time	0.77
Received By	jwitmer			Date	2008-04-30	Time	15:00	Sent To	PC

Notes

2008-04-30 15:02:20
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	2NDREVIEW
	ACTION: REVIEWED
	SUBMITTAL: 7552-010
	ROOF EDGW DETAIL

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	63	Status	P	Date	2008-04-30			Cont ID
Sent By	jwitmer			Date	2008-04-30	Time	13:14	Rev Time	0.77
Received By	jwitmer			Date	2008-04-30	Time	13:14	Sent To	PC

Notes

2008-04-30 13:19:16
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	2NDREVIEW
	ACTION: REVIEWED
	SUBMITTAL: RFI 0495 SHAFT WALL @ SPF-1 & SPF-2.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	62	Status	P	Date	2008-04-30			Cont ID
Sent By	jwitmer			Date	2008-04-30	Time	16:31	Rev Time	0.55
Received By	jwitmer			Date	2008-04-30	Time	12:35	Sent To	PC

Notes

2008-04-30 16:34:00
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	2REVIEW
	ACTION: REVIEWED
	SUBMITTAL: \
	07415-006 CORNICE END PANEL CALCULATIONS
	07415-007 NORTH CANOPY BEAM WRAP CALCULATIONS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	61	Status	P	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	16:45	Rev Time	0.88
Received By	jwitmer			Date	2008-04-21	Time	16:45	Sent To

Notes

2008-04-21 16:47:09
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED

	SUBMITTAL: 05510-003 STAIR SHOP DRAWING AND
	CALCULATIONS
	REVISION:

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	60	Status	P	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	16:31	Rev Time	0.66
Received By	jwitmer			Date	2008-04-21	Time	16:31	Sent To

Notes

2008-04-21 16:32:28
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: 08960-001 R3 & SHOP DRAWINGGS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	59	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	16:20	Rev Time	0.88
Received By	jwitmer			Date	2008-04-21	Time	16:19	Sent To

Notes

2008-04-21 16:22:48
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION:
	SUBMITTAL: 08600-006 SKYLIGHT PRODUCT EVALUATION
	REPORT
	FOR THE LOCAL PRODUCT APPROVAL THE CIY FORM MUST BE
	FILLED OUT COMPLETELY, ALSO INCLUDEDIS A CHECKLIST
	FOR LOCAL APPROVAL.

	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	58	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	15:44	Rev Time	0.55
Received By	jwitmer			Date	2008-04-21	Time	15:44	Sent To

Notes

2008-04-21 15:46:36
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW DENIED
	ACTION:
	SUBMITTAL: SPF-2 & SCF-1
	61G1-16.004FL. ADMIN. CODE.PLANS PREPARED BY A
	REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK WHICH
	MUST:
	- STATE THE FIRM NAME, ADDRESS AND TELEPHONE
	NUMBER
	- STATE THE FIRM LICENSE NUMBER
	- STATE PROJECT NAME OR IDENTIFICATION
	- STATE DATE PREPARED
	- INCLUDE AN ORIGINAL SIGNATURE AND DATED SEAL-
	INCLUDE THE PRINTED NAME OF THE ARCHITECT SEALING
	THE 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	57	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	15:40	Rev Time	0.55
Received By	jwitmer			Date	2008-04-21	Time	15:40	Sent To	B

Notes

2008-04-21 15:41:51
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW DENIED
	ACTION:
	SUBMITTAL: RFI 047-R3
	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.).

	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	56	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	15:02	Rev Time	0.55
Received By	jwitmer			Date	2008-04-21	Time	15:02	Sent To

Notes

2008-04-21 15:29:24	CITY PALMS SUBMITALS/ REVISIONS
	PERMIT:05091265
	ADDRESS: 480 HIBISCUS

	ACTION: REVIEWED/ DENIED

	SUBMITTAL NO.7552-010
	ROOF LEDGE DETAIL INDICATES A REVISION TO DETAIL
	2/A5.62 THIS WILL REQUIRE A REVISION FEE

	2) IF A REVISION THE ARCHITECT WILL REQUIRE:
	61G1-16.004FL. ADMIN. CODE.PLANS PREPARED BY A
	REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK WHICH
	MUST:
	- STATE THE FIRM NAME, ADDRESS AND TELEPHONE
	NUMBER
	- STATE THE FIRM LICENSE NUMBER
	- STATE PROJECT NAME OR IDENTIFICATION
	- STATE DATE PREPARED
	- INCLUDE AN ORIGINAL SIGNATURE AND DATED SEAL-
	INCLUDE THE PRINTED NAME OF THE ARCHITECT SEALING
	THE PLANS

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

	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	55	Status	P	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	14:53	Rev Time	0.55
Received By	jwitmer			Date	2008-04-21	Time	14:53	Sent To

Notes

2008-04-21 14:57:52
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION:
	SUBMITTAL: NO. 10210-009
	REVIEWEDALUFAB SOUTH CANOPY SHOP DRAWINGSBLDG
	PROVISO, TABLE 601 FIRE RATINGS MAINTAINED

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	54	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	14:14	Rev Time	0.77
Received By	jwitmer			Date	2008-04-21	Time	14:13	Sent To

Notes

2008-04-21 14:22:52	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW- REVISION
	ACTION: DENIED

	REVISION: RFI NO 0473 REVISON
	1) PLEASE PAY FOR REVISION
	2) ENGINNER MISSING 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.).
	MISSING THEIR COA IN THE TITLE BLOCK.
	3) WHAT APPEARS AS A PARTIAL ROOF PLAN THAT HAS BEEN
	COPIED, HAND DRAWN CHANGESNO TITLE BLOCK AND NO SEAL
	NOR SIGNATURE.
	61G1-16.004FL. ADMIN. CODE.PLANS PREPARED BY A
	REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK WHICH
	MUST:
	- STATE THE FIRM NAME, ADDRESS AND TELEPHONE
	NUMBER
	- STATE THE FIRM LICENSE NUMBER
	- STATE PROJECT NAME OR IDENTIFICATION
	- STATE DATE PREPARED
	- INCLUDE AN ORIGINAL SIGNATURE AND DATED SEAL-
	INCLUDE THE PRINTED NAME OF THE ARCHITECT SEALING
	THE
	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	53	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	14:08	Rev Time	0.00
Received By	jwitmer			Date	2008-04-21	Time	14:11	Sent To

Notes

2008-04-21 14:11:09
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW- REVISION
	ACTION: DENIED

	REVISION: RFI NO 0471 REVISON
	1) PLEASE PAY FOR REVISION
	2) ENGINNER MISSING 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.).

	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	52	Status	F	Date	2008-04-21			Cont ID
Sent By	jwitmer			Date	2008-04-21	Time	13:55	Rev Time	0.55
Received By	jwitmer			Date	2008-04-21	Time	13:55	Sent To

Notes

2008-04-21 14:00:13
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED
	SUBMITTAL:
	NO 07415-006 STRUCTURAL CALCS EXTERIOR COMPOSITE-
	PANELS CORNICE END PANELS
	NO 07415-007 STRUCTURAL CALCS EXTERIOR COMP PANELS-
	PORTE COCHERE BEAM WRAP PANELS


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

	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	51	Status	P	Date	2008-04-07			Cont ID
Sent By	shill			Date	2008-04-07	Time	12:15	Rev Time	0.00
Received By	shill			Date	2008-04-07	Time	12:15	Sent To

Notes

2008-04-07 12:16:53	REVISION 36 DATED 1/6, A1.02, 1.03, 1.04, 1.05
	(ADDRESSED BUILDING REVIEW #39 COMMENTS)

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	50	Status	P	Date	2008-03-25			Cont ID
Sent By	shill			Date	2008-03-25	Time	07:36	Rev Time	0.00
Received By	shill			Date	2008-03-25	Time	07:36	Sent To

Notes

2008-03-25 07:45:08	REVISION 37 OK (REV 33 SUPERSEDED 28; REVISION 33
	ZONING COMMENTS ONLY PER ARCHITECT)
	L1, L2,L2.1, L2.2
	A0.21, 0.21A, A1.01, A1.09, A2.07, A3.01, A10.09

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	49	Status	F	Date	2008-03-21			Cont ID
Sent By	shill			Date	2008-03-21	Time	13:34	Rev Time	0.00
Received By	shill			Date	2008-03-21	Time	13:34	Sent To

Notes

2008-03-21 13:37:50	**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


	1.THE PLANS STATE TO MOUNT EXHAUST "AS HIGH AS
	POSSIBLE".PLEASE PROVIDE AN ELEVATION AS COMPLIANCE
	WITH FBC11-4.4.2, OVERHEAD HAZARDS, IS NOT CLEAR.SEE
	ALSO FBC FIGURE 11-8; IT IS NOT CLEAR IF THIS
	OBSTRUCTION WILL BE OVER 80INCHES (FIGURE 11-8(A) OR IF
	THE BOTTOM WILL BE LESS THAN 27INCHES (FIGURE 11-8(A)
	AND (B)).

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	48	Status	N	Date	2008-03-25			Cont ID
Sent By	rregueir			Date	2008-03-25	Time	10:32	Rev Time	0.00
Received By	shill			Date	2008-02-29	Time	10:37	Sent To

Notes

2008-03-25 10:22:36	MECH REVIEW FROM 3/10/08 ACCIDENTALLY ENTERED UNDER
	THIS REVIEW.
	RJR

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	47	Status	P	Date	2008-02-29			Cont ID
Sent By	jwitmer			Date	2008-02-29	Time	08:46	Rev Time	2.22
Received By	jwitmer			Date	2008-02-29	Time	08:46	Sent To

Notes

2008-02-29 10:39:17
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION:
	SUBMITTAL:
	8912-013R1 CURTAIN WALL SHOP DRAWINGS
	8912-014R1 CURTAIN WALL CALCULATIONS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	46	Status	P	Date	2008-02-27			Cont ID
Sent By	jwitmer			Date	2008-02-27	Time	10:32	Rev Time	2.22
Received By	jwitmer			Date	2008-02-27	Time	10:32	Sent To	PC

Notes

2008-02-27 10:59:24
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL:
	#0350-019 ARCHITECTURAL PRECAST CONCRETE DETAILS R-32 &
	R-33
	10210-005 ALUFAB SOUTH CANOPY SHOP DRAWING &
	CALCULATIONS
	10210-007 ALUFAB LOUVER SHOP DRAWINGS & CALCULATIONS
	08960-008 PORTE COCHERE BREAK METAL SHOP DRAWINGS
	08960-009 PORTE COCHERE BREAK METAL CALCS
	08960-002-R2 SLOPED GLAZING SYSTEM NOA
	08960-006 SLOPED GLAZING CALCS ENGINEERED

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	45	Status	P	Date	2008-02-13			Cont ID
Sent By	jwitmer			Date	2008-02-13	Time	07:24	Rev Time	8.88
Received By	jwitmer			Date	2008-02-13	Time	07:24	Sent To	PC

Notes

2008-02-13 07:49:41
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	1STREVIEW
	ACTION: REVIEWED

	REVISION: # 33

	A0.23 REV# 33
	A0.24 REV# 33
	A0.31 REV# 33
	A1.01-FAILED ZONING COMMENTS
	A1.02 REV# 33, A1.03 REV# 33, A1.04 REV# 33, A1.05 REV#
	33, A1.06 REV# 33 , A1.07 REV# 33, A1.08 REV# 33, A1.09
	REV# 33 & A1.15 REV# 33
	A2.01A REV# 33, A2.06 REV# 33, A2.07 REV# 33, A2.16
	REV# 33 & A2.17.
	A3.02 REV# 20, A3.03 REV# 3
	A4.01, A4.02 A4.03 REV# 33
	A5.44, A5.62 & A5.81 REV# 33
	A6.06 REV# 33
	A8.01, A8.11, A8.11A, A8.12, A8.61 & A8.71 REV# 33
	A10.01, A10.02, A10.03, A10.04, A10.05, A10.06 A10.07
	A10.08 & A10.09

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	44	Status	F	Date	2008-02-13			Cont ID
Sent By	jwitmer			Date	2008-02-13	Time	07:21	Rev Time	0.99
Received By	jwitmer			Date	2008-02-13	Time	07:21	Sent To

Notes

2008-02-13 07:23:49
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	1STREVIEW
	ACTION: DENIED

	REVISION:# 33

	SHEETS , A0.21 & A3.01 BOTH WERE DENIED BY ZONING
	REVIEWER.




	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	43	Status	F	Date	2008-01-31			Cont ID
Sent By	jwitmer			Date	2008-01-31	Time	12:08	Rev Time	0.77
Received By	jwitmer			Date	2008-01-31	Time	12:08	Sent To	PC

Notes

2008-01-31 12:14:14	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	SHOP DRAWINGS & CALCSREVIEW
	ACTION: DENIED

	SUBMITTALS: 08800-007
	08411-009
	08800-006
	08411-008

	SHEET -101 INDICATES THE STRUCTURAL DESIGN (B) 2001
	FLORIDA BUILDING CODE (HVHZ REQUIREMENTS)
	PLEASE CORRECT THE STATEMENTS TO READ TO THE 2004
	FLORIDA BUILDING CODE. NOT LOCATED IN THE HIGH WIND
	VELOCITY ZONE.



	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	42	Status	F	Date	2008-01-31			Cont ID
Sent By	jwitmer			Date	2008-01-31	Time	10:07	Rev Time	0.55
Received By	jwitmer			Date	2008-01-31	Time	10:07	Sent To	PC

Notes

2008-01-31 10:17:28	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	SHOP DRAWINGS & CALCSREVIEW
	ACTION: DENIED

	SUBMITTAL: LETTER

	THIS LETTER HAS NOT BEEN REVIEWED BY THE DESIGN
	PROFESSIONALS IN CHARGE OF THIS PROJECT. PLEASE HAVE
	THE DESIGN TEAM REVIEW SUCH LETTERAS THEY WOULD SHOP
	DRAWINGS.


	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.

	T

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	41	Status	F	Date	2008-01-31			Cont ID
Sent By	jwitmer			Date	2008-01-31	Time	10:04	Rev Time	0.55
Received By	jwitmer			Date	2008-01-31	Time	10:04	Sent To	PC

Notes

2008-01-31 10:05:53	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	SHOP DRAWINGS & CALCSREVIEW
	ACTION: DENIED

	REVISION: REVISED CURTAIN WALL HEAD CONNECTION 14 TH
	FL

	1)FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE
	FOR SUPERVISING AND REVIEWING ALL PROJECT DATA,
	REPORTS, SHOP DRAWINGS ETC...
	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.

	2) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
	DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
	FL ADMIN CODE 61G15-23.002 ENGINEERS
	FL ADMIN CODE 61G16.003 ARCHITECTS

	3) 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.).


	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	40	Status	F	Date	2008-01-31			Cont ID
Sent By	jwitmer			Date	2008-01-31	Time	09:31	Rev Time	0.33
Received By	jwitmer			Date	2008-01-31	Time	09:31	Sent To

Notes

2008-01-31 09:54:32
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	SHOP DRAWINGS & CALCSREVIEW
	ACTION: DENIED

	REVISION: REVISED CURTAIN WALL CONNECTIONS

	1)FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE
	FOR SUPERVISING AND REVIEWING ALL PROJECT DATA,
	REPORTS, SHOP DRAWINGS ETC...
	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.

	2) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
	DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
	FL ADMIN CODE 61G15-23.002 ENGINEERS
	FL ADMIN CODE 61G16.003 ARCHITECTS

	3) 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.).

	4) 61G15-23.002(2)FL. ADMIN. CODE. A COVER SHEET OR
	INDEX SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED
	AND THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF
	THE PRODUCTION & PREPARATION OF EACH SECTION OF THE
	ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
	ON THE COVER SHEET OR INDEX.


	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	39	Status	P	Date	2008-01-24			Cont ID
Sent By	jwitmer			Date	2008-01-24	Time	08:21	Rev Time	0.55
Received By	jwitmer			Date	2008-01-24	Time	08:21	Sent To	PC

Notes

2008-01-24 08:22:38
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: 03450-018 ARCH PRECAST CONCRETE AS BUILT
	SHOP DRAWINGS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	38	Status	P	Date	2008-01-24			Cont ID
Sent By	jwitmer			Date	2008-01-24	Time	07:58	Rev Time	0.44
Received By	jwitmer			Date	2008-01-24	Time	07:58	Sent To

Notes

2008-01-24 08:16:03
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: 11010-003 SWINGSTAGE SHOP DRAWING

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	37	Status	P	Date	2008-01-24			Cont ID
Sent By	jwitmer			Date	2008-01-24	Time	07:53	Rev Time	0.37
Received By	jwitmer			Date	2008-01-24	Time	07:52	Sent To	PC

Notes

2008-01-24 07:55:38
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: 07552-007-R1 ROOF EDGE CORNICE DETAIL W/
	BACKING
	07552-008 PARAPET WALL SECTION 6TH FL
	COPING CAP AND BACKING

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	36	Status	P	Date	2008-01-24			Cont ID
Sent By	jwitmer			Date	2008-01-24	Time	07:46	Rev Time	0.44
Received By	jwitmer			Date	2008-01-24	Time	07:45	Sent To

Notes

2008-01-24 07:48:54
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: 11010-004 WINDOW WASHER EQUIPMENT
	CALCULATIONS
	11010-003 WINDOW WASHING EQUIPMENT
	SHOP DRAWINGS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	35	Status	P	Date	2008-01-24			Cont ID
Sent By	jwitmer			Date	2008-01-24	Time	07:42	Rev Time	0.39
Received By	jwitmer			Date	2008-01-24	Time	07:42	Sent To

Notes

2008-01-24 07:44:56
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: 07415-004-R1 CLADDING SYSTEM SHOP DRAWINGS
	07415-005-R1 CLADDING SYSTEM
	CALCULATIONS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	34	Status	P	Date	2007-12-28			Cont ID
Sent By	jwitmer			Date	2007-12-28	Time	09:10	Rev Time	9.90
Received By	jwitmer			Date	2007-12-28	Time	09:10	Sent To	PC

Notes

2007-12-28 09:50:48
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL:
	#09111-018 LIGHT GAUGE FRAMING PAGES 1-40
	#09111-019 LIGHT GAUGE FRAMINGPAGES 1-37
	#08334-002R1 OVERHEAD ROLL-UP DOOR NOA & SHOP DRAWINGS
	DOOR NO. 102B SOUTH DOOR
	DOOR NO. 102B NORTH DOOR

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	33	Status	N	Date	2007-12-21			Cont ID
Sent By	jwitmer			Date	2007-12-21	Time	15:44	Rev Time	0.33
Received By	jwitmer			Date	2007-12-21	Time	15:44	Sent To

Notes

2007-12-21 15:45:29
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION:
	SUBMITTAL: 02430-001R-4 WATER FEATURE- (N)

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	32	Status	P	Date	2007-11-20			Cont ID
Sent By	jwitmer			Date	2007-11-20	Time	13:13	Rev Time	2.33
Received By	jwitmer			Date	2007-11-20	Time	13:13	Sent To	PC

Notes

2007-11-20 14:24:52	CITY PALMS SUBMITALS/ REVISIONS
	PERMIT:05091265
	ADDRESS: 480 HIBISCUS

	ACTION:REVIEWED

	SUBMITTAL NO: 08411-006
	#08912-010
	#09111-016 LIGHT GAUGE METAL STUD FRAMING REV # 3
	#10200-007 REVISION# 15 LOUVER ONLY TO BE REVIEWED BY
	MECH FOR DAMPER
	#09111-017 LIGHT GAUGE METAL EAST RAMP ENTRY REV # 4

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	31	Status	P	Date	2007-11-07			Cont ID
Sent By	jwitmer			Date	2007-11-07	Time	07:12	Rev Time	6.00
Received By	jwitmer			Date	2007-11-07	Time	07:12	Sent To	PC

Notes

2007-11-07 07:20:46
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVISIONREVIEW
	ACTION: REVIEWED ARCHITECTURAL REVISION# 19 & 22,
	STRUCTURAL REVISION # 15.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	30	Status	P	Date	2007-10-30			Cont ID
Sent By	jwitmer			Date	2007-10-30	Time	09:03	Rev Time	0.55
Received By	jwitmer			Date	2007-10-30	Time	09:03	Sent To	B

Notes

2007-10-30 09:04:19	SUBMITTAL:
	10200-006 LOUVER SHOP DRAWINGS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	29	Status	P	Date	2007-10-23			Cont ID
Sent By	jwitmer			Date	2007-10-23	Time	10:19	Rev Time	2.66
Received By	jwitmer			Date	2007-10-23	Time	10:19	Sent To

Notes

2007-10-23 10:43:45	SUBMITTALS:
	09111-014 DRIVE THROUGH SOFFIT CLADDING LETTER
	03450-016 LETTER RESPONCE TO ONM&J INSPECTION REPORT
	SIGNED & SEALED ENGINEERED CALCULATIONS & MODIFICATIONS
	IN RESPONSE TO ONM& J OUTSTANDING ITEM LIST
	09111-013INFILL FRAMING @ COLUMN LINE B-9 ELEVATOR
	VESTIBULE SOFFIT FRAMING

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	28	Status	P	Date	2007-10-12			Cont ID
Sent By	jwitmer			Date	2007-10-12	Time	11:31	Rev Time	1.22
Received By	jwitmer			Date	2007-10-12	Time	11:31	Sent To

Notes

2007-10-12 11:51:10
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL:
	NO. 09111-001 LIGHT GAUGE METAL STUD FRAMING
	NO. 09111-010 LIGHT GAUGE METAL STUD FRAMING
	NO. 09111-011 GARAGE PARARET LIGHT GAUGE METAL STUD
	FRAMING
	NO. 09111-012 SOFFIT METAL STUD FRAMING
	NO. 08600-001 SKYLIGHT SHOP DRAWINGS
	NO. 08600-003 SKYLIGHT CALCULATIONS
	N0. 03450-004 PRECAST STRUCTURAL DESIGN CALCULATIONS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	27	Status	F	Date	2007-09-28			Cont ID
Sent By	jwitmer			Date	2007-09-28	Time	13:35	Rev Time	1.33
Received By	jwitmer			Date	2007-09-28	Time	13:35	Sent To	PC

Notes

2007-09-28 13:52:40
	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT:BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0935
	SEAN STICHTER
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED
	SUBMITTAL:
	REVISION:

	#05511-003 CALCULATIONS & SHOP DRAWINGS PREFABRICATED
	STEEL STAIRS BOTH THE CALCS AND STAIR SHOP DRAWINGS
	REQUIRE ORIGINAL SIGNATURE NOT RUBBER STAMP SIGNTURES.
	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC
	RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN
	PROFESSIONAL AFFIXED TO THE DOCUMENT.FL STATE STAT:
	61G15-23.002 ENGINEERS
	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 .

	61G15-23.002
	SEAL, SIGNATURE AND DATE SHALL BE AFFIXED.

	ACOVER OR INDEX SHEET FOR ENGINEERING SPECIFICATIONS
	MAY BE USED AND THAT SHEET MUST BE SIGNED, SEALED AND
	DATED BY THOSE PROFESSIONAL ENGINEERS IN RESPONSIBLE
	CHARGE OF THE SPECIFICATIONS MAY BE USED AND THE
	PREPERATION OF EACH SECTION OF THE ENGINEERING
	SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
	SHEET OR INDEX SO THAT THE USER WILL BE AWARE OF EACH
	PORTION OF THESPECIFICATIONS FOR WHICH EACH
	PROFESSIONAL ENGINEER IS RESPONSIBLE.




	102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
	OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
	CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
	RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
	BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
	REQUIREMENT, THE SPECIFIC
	REQUIREMENT SHALL BE APPLICABLE.

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





	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	26	Status	F	Date	2007-09-25			Cont ID
Sent By	jwitmer			Date	2007-09-25	Time	16:06	Rev Time	0.77
Received By	jwitmer			Date	2007-09-25	Time	16:06	Sent To	PC

Notes

2007-09-25 16:27:00	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: BALFOUR BEATTY CONSTRUCTION
	TEL: (561)718-0359
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED

	SUBMITTAL NO:
	11010-002 TRACTEL WINDOW WASHING CALCS
	11010-001 R3 TRACTEL WINDOW WASHING SHOP DRAWINGS

	TRACTEL WINDOW WASHING CALCS THERE IS NO TITLE BLOCK
	PROVIDING REQUIRED INFORMATION ON THE ENGINEER:)
	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 OF THE ENGINEER AND THE NAME, ADDRESS
	AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE
	ENGINEERING BUSINESS( IF DOING BUSINESS AS A DBA)
	THROUGH WHICH THE ENGINEER IS PRACTICING (471.025 F.S.
	AND 471.023 F.S.).

	SHOP DRAWINGS ALSO ARE MISSING A TITLE BLOCK WITH THE
	ENGINEERS INFORMATION, 61G15-23.002(2)
	102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
	OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
	CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
	RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
	BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
	REQUIREMENT, THE SPECIFIC
	REQUIREMENT SHALL BE APPLICABLE.

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





	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	25	Status	F	Date	2007-09-25			Cont ID
Sent By	jwitmer			Date	2007-09-25	Time	15:02	Rev Time	0.55
Received By	jwitmer			Date	2007-09-25	Time	15:02	Sent To	PC

Notes

2007-09-25 15:28:36	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: BALFOUR BEATTY
	TEL: (561)718-0935
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED


	CONTRACTOR SUBMITTED THREE SETS OFPRECAST STRUCTURAL
	DESIHN CALCULATIONS 2 ARE SIGNED AND SEALED THE THIRD
	SET IS A COPY. THREE SETS OF ORIGINAL SIGNED AND SEALED
	CALCS ARE REQUIRED. PLANS, SPECIFICATIONS, REPORTS
	OR OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL
	AND BEING FILED FOR PUBLIC RECORD SHALL HAVE THE
	SIGNATURE AND SEAL OF THE DESIGN PROFESSIONAL AFFIXED
	TO THE DOCUMENT.
	FL STATE STAT: 61G15-23.002 ENGINEERS


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





	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	24	Status	P	Date	2007-09-25			Cont ID
Sent By	jwitmer			Date	2007-09-25	Time	14:24	Rev Time	3.33
Received By	jwitmer			Date	2007-09-25	Time	14:23	Sent To

Notes

2007-09-25 15:02:32	SUBMITTALS;
	STRUCTURAL STEEL SHOP DRAWINGS (E1-E25)
	SUBMITTAL# 03450-015 PRECAST SHOP DRAWINGS EXTERIOR
	WALL PANELS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	23	Status	P	Date	2007-09-24			Cont ID
Sent By	jwitmer			Date	2007-09-24	Time	09:35	Rev Time	3.33
Received By	jwitmer			Date	2007-09-24	Time	09:35	Sent To

Notes

2007-09-24 09:48:31	SUBMITTALNO. 05500-002-MISC METAL
	SUBMITTAL NO. 08800-004 HARMON HI-5000 NOA04-0217.08
	LARGE MISSILE
	HARMON HI-5000
	NOA04-0217.09 SMALL MISSILE
	SUBMITTAL NO. 08800-005 CALCS FOR HARMON SYSTEM PUNCHED
	WINDOWS SHEETS 1-50
	SUBMITTAL NO 08912-007 HARMON HI-7000 LMI NOA
	04-0217.11
	SUBMITTAL NO 07552-005 ROOF PRODUCT APPROVALS AND
	CALCULATIONS ON TARGET ENGINEERING ROOF PERMIT#
	06040961
	SUBMITTAL NO 08912-007,008 HARMON STOREFRONT SHOP
	DRAWINGS SF1,SF2,SF3,SF4,SF4A,SF5,SF6&SF7.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	22	Status	F	Date	2007-09-17			Cont ID
Sent By	jwitmer			Date	2007-09-17	Time	10:27	Rev Time	0.77
Received By	jwitmer			Date	2007-09-17	Time	10:27	Sent To

Notes

2007-09-17 10:36:29	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: BALFOUR BEATTY CONSTRUCTION
	TEL: (561)653-8139

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	ROOFREVIEW SUBMITTALFILE# 07552-005
	ACTION: DENIED

	1) SUBMITTAL WAS BROUGHT IN BY THE CGC AND UNDER THE
	BUILDING PERMIT, WORKING OUT OF THE SCOPE FOR THE
	BUILDING PERMIT AND FLORIDA LICENSING LAWS
	489. SUBMITTALS ARE TO BE BROUGHT IN UNDER THE ROOFING
	PERMIT AND ROOFING CONTRACTOR.

	2) MISSING FLORIDA COVERSHEET FOR NOA 06-0417.10&
	06-0626.05.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.


	102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
	OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
	CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
	RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
	BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
	REQUIREMENT, THE SPECIFIC
	REQUIREMENT SHALL BE APPLICABLE.

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





	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	21	Status	P	Date	2007-09-17			Cont ID
Sent By	jwitmer			Date	2007-09-17	Time	09:07	Rev Time	0.77
Received By	jwitmer			Date	2007-09-17	Time	09:05	Sent To

Notes

2007-09-17 09:09:19	LIGHT GAUGE METAL STUD FRAMING. SHOP DRAWINGS, CALCS
	FOR EXTERIOR LIGHT GAUGE FRAMING FILE # 09111-004

	SUBMITTAL# 07811-001 SPRAYED FIREPROOFING MATERIAL-
	MONOCOTE
	SUBMITTAL# 07811-002- SPRAYED FIREPROOFING SHOP
	DRAWINGS
	SUBMITTAL# 07811-003 EDGE CONSTRUCTION FIRE PROOFING
	BETWEEN FLOORS
	SUBMITTAL# 20000-0009 UL SYSTEM SLAB EDGE AT CURTAIN
	WALL
	SUBMITTAL# 09111-005 LIGHT GAUGE METAL STUD FRAMING
	SUBMITTAL# 05722-003 BARRIER CABLE RAILING SHOP
	DRAWINGS & CALCS
	SUBMITTAL# 05722-004 BARRIER CABLE RAILING SHOP
	DRAWINGS AND CALCS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	20	Status	P	Date	2007-09-17			Cont ID
Sent By	jwitmer			Date	2007-09-17	Time	08:57	Rev Time	0.33
Received By	jwitmer			Date	2007-09-17	Time	08:57	Sent To

Notes

2007-09-17 08:59:46	WIND LOAD LETTER 500 YEAR SPEED DIVIDED BY THE SQUARE
	ROOT OF 1.5.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	19	Status	F	Date	2007-08-27			Cont ID
Sent By	jwitmer			Date	2007-08-27	Time	10:20	Rev Time	3.00
Received By	jwitmer			Date	2007-08-26	Time	13:01	Sent To

Notes

2007-08-26 13:28:50	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: BALFOUR BEATTY CONSTRTION
	TEL: (561)718-0935

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	SHOP DRAWINGREVIEW : DIXIE METAL PRODUCTS
	ACTION: DENIED

	SUBMITTAL:

	1)SHEET14-1 & 15-2 BOTH INDICATE THE HANDRAIL HAVE
	A CLEARANCE OF 2 1/4", PLEASE CORRECT.
	2004 FBC BUILDING11-4.9.4(3) THE CLEAR SPACE BETWEEN
	HANDRAILS AND WALL SHALLBE 1 1/2".

	2) SHEET 15-E1 SECTION A INDICATES 3/8" PICKETS BUT THE
	4 1/2" BETWEEN DOES NOT INDICATE IF THIS IS THE SPACE
	BETWEEN OR CENTER TO CENTER.
	1012.3 OPENING LIMITATIONS. OPEN GUARDS SHALL HAVE
	BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A
	4-INCH-DIAMETER (102 MM) SPHERE CANNOT PASS THROUGH ANY
	OPENING UP TO A HEIGHT OF 34 INCHES (864 MM). FROM A
	HEIGHT OF 34 INCHES (864 MM) TO 42 INCHES (1067 MM)
	ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8 INCHES
	(203 MM) IN DIAMETER SHALL NOT PASS.
	EXCEPTIONS:
	1.THE TRIANGULAR OPENINGS FORMED BY THE RISER,
	TREAD AND BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY
	SHALL BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6
	INCHES (152 MM) IN DIAMETER CANNOT PASS THROUGH THE
	OPENING.

	3) SHEET 15-E1 SECTION C PICKETS DO NOT PROVIDE ANY
	INFORMATION NOTR DOES THETRIANGLE FORMED BY THE RISE,
	RUN OF STEP AND BOTTOM RAILING MEMBER.
	SEE 1012.3 ABOVE FOR OPENING LIMITATION.
	102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
	OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
	CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
	RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
	BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
	REQUIREMENT, THE SPECIFIC
	REQUIREMENT SHALL BE APPLICABLE.

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





	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	18	Status	P	Date	2007-08-26			Cont ID
Sent By	jwitmer			Date	2007-08-26	Time	12:33	Rev Time	3.00
Received By	jwitmer			Date	2007-08-26	Time	09:30	Sent To

Notes

2007-08-26 12:34:36	ARCHITECTURAL REV# 14 & 15OK
	STRUCTURAL REV# 5OK

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	17	Status	P	Date	2007-08-22			Cont ID
Sent By	jwitmer			Date	2007-08-22	Time	07:09	Rev Time	1.55
Received By	jwitmer			Date	2007-08-22	Time	07:09	Sent To	B

Notes

2007-08-22 07:11:11

HARMON CURTAINWALL NOA 04-0217.08 & 04-0217.11

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	16	Status	P	Date	2007-08-20			Cont ID
Sent By	jwitmer			Date	2007-08-20	Time	13:08	Rev Time	0.00
Received By	jwitmer			Date	2007-08-22	Time	07:09	Sent To	PC

Notes

2007-08-20 13:08:27	BUILDING PROVISO# 2 OK ALCAN ALUCOBOND PLUS WITH
	ENHANCED FASTENING SYSTEM

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	15	Status	F	Date	2007-05-10			Cont ID
Sent By	jwitmer			Date	2007-05-10	Time	10:17	Rev Time	3.33
Received By	jwitmer			Date	2007-05-10	Time	10:17	Sent To

Notes

2007-05-10 14:08:50	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX CONSTRUCTION
	TEL: (561)629-4174

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVISIONREVIEW
	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 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.

	2)SHEET A0.21INDICATES A PLANTER THAT PASSES OVER THE
	PROPERTY LINE.
	3202.2.2 ARCHITECTURAL FEATURES.
	COLUMNS OR PILASTERS, INCLUDING BASES AND MOLDINGS
	SHALL NOT PROJECT MORE THAN 12 INCHES (305 MM). BELT
	COURSES, LINTELS, SILLS, ARCHITRAVES, PEDIMENTS AND
	SIMILAR ARCHITECTURAL FEATURES SHALL NOT PROJECT MORE
	THAN 4 INCHES (102 MM).

	3) SHEET A1.06 THE 6TH FLOOR IS INDICATED AS A SINGLE
	FLOOR TENANT THE DOUBLE DOORS ON BOTH THE NORTH AND
	SOUTH SIDE SWING AGAINST THE EGRESS FOR OCCUPANT LOADS
	OF 50 OR MORE. 1008.1.2 DOORS SHALL SWING IN THE
	DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT
	LOAD OF 50 OR MORE PERSONS

	4) SHEET A3.01 REVISION # 10 AT THE 66'-0" LEVEL
	INDICATES A CHANGE IN THE TRIM, THIS SHEET INDICATES
	PRECAST CONCRETE CORNICE TYPICALBUT THE SECTION 4
	SHEET A4.11 INDICATES THE TRIM TO BE EFIS TYPE TRIM
	ABOVE AND BELOW THE 40' MARK TO DATE NO EFIS TRIM HAS
	BEEN SUBMITTED THAT MEET THE NON-COMBUSTIBILITY TEST.
	1406.2.2 ARCHITECTURAL TRIM.
	IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION
	THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM)
	IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS
	SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE
	PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT
	COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL
	COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD
	COMPLYING WITH SECTION 2303.2 FOR EXTERIOR
	INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN
	EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION
	DISTANCE IS 5 FEET (1524 MM) OR LESS. ARCHITECTURAL
	TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE
	GRADE PLANE SHALL BE CONSTRUCTED OF APPROVED
	NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE
	WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE
	BRACKETS.
	THE VARIANCE GRANTED BY THE CONSTRRUCTION BOARD OF
	ADJUSTMENT AND APPEAL WAS THAT YOU ONLY NEEEDED TO MEET
	THE CODE REQUIREMENT OF 703.4.
	703.4 NONCOMBUSTIBILITY TESTS.

	THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2
	SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING
	MATERIALS AS SET FORTH IN SECTIONS 602.2 , 602.3 AND
	602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM
	?NONCOMBUSTIBLE ? DOES NOT APPLY TO THE FLAME SPREAD
	CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A
	MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE
	BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN
	INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE
	LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF
	AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS.

	703.4.1 ELEMENTARY MATERIALS.
	MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED
	IN ACCORDANCE WITH ASTM E 136.

	703.4.2 COMPOSITE MATERIALS.
	MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE
	MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION
	703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18
	MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER
	THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL
	BE ACCEPTABLE AS NONCOMBUSTIBLE MATERIALS.

	5) THE OTHER ISSUE THAT I SEE IS IN TERMINOLOGY DETAIL
	4 SHEET A4.11 REVISION# 10 IN THE GARAGE CEILING BEING
	STUCCO ON 5/8" DENSGLASS GOLD, IS THIS FINISH TRUELY
	STUCCO OR AN EFIS FINISH? 106.1.2* ADDITIONAL
	INFORMATION REQUIRED.

	6) SHEET A4.12 DETAIL# 1 COMPOSITE ALUMINIUM PANEL
	SYSTEM AT ROOF,A BUILDING PROVISO TO DATE HAS NOT BEEN
	SATISFIED:
	PERMIT:06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561) 629-4124
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	ALUCOBOND REVIEW
	ACTION: DENIED
	3-19-07
	THE ISSUES WITH THE USE OF ALUCOBOND ON THIS PROJECT IS
	WITH THE WIND PRESSURES NOT FIRE RESISTANCY.
	THE FINAL CLADDING REPORT FROM RWDI REFRENCES FIGURE
	8,12,16 & 20 FOR THE DESIGN OF THE EYEBROW.
	IN REVIEWING THESE PRESSURES AGAIN I BELIEVE THERE IS A
	PROBLEM IN NOT MEETING THE STATED PRESSURES LISTED IN
	THE
	TEST REPORTMIAMI-DADE 00-0802.05. THE FLORIDA COVER
	SHEET BREAKS THE DESIGN PRESSURES OUT BY IF ALUCOBOND
	IS ATTACHED TO A STRUCTURE AND IF THE ALUCOBOND IS
	ATTACHED DIRECTLY TO A PLYWOOD BACKING. SEE THE
	ATTACHED DETAIL TAKEN FROM THE APPROVED PLANS WHERE
	THERE IS NO SOLID BACKING BEHIND THE ALUCOBOND PANEL
	WHICH IS TESTED TO 36PSF NOT NEARLY THE PRESSURES FOUND
	SHEET# 8 OF A RANGE FROM 70 TO 165.

	THE SECOND ISSUE WITH THIS SYSTEM WILLSTILL REQUIRE
	ADDITIONAL FASTENERS TO ACHIEVE THE PRESSURES FOUND AT
	THE ROOF TOP LEVELS, THE ENGINEER OF RECORD WILL NEED
	TO SUBMIT THIS INFORMATION
	NOTE ONE SET OF PRODUCT APPROVAL AND RWDI COVERSHEET
	ARE BEING RETAINED.
	PLEASE CONTACT THIS OFFICE IF THERE IS FURTHER
	ASSISTANCE REQUIRED.

	7) SHEET A4.14 DETAIL # 3 THE MINIMUM VERTICAL CLEAR
	DISTANCE FOR VAN ACCESSIBLE PARKING IS NOT 96" BUT 98"
	11-4.6.5.

	8)SHEET A4.14 DETAILREVISION# 10 INCLUDES A
	SKYLIGHT PLEASE PROVIDE PRODUCT APPROVALS FOR SKYLIGHT
	AND ADDITIONAL INFORMATION ON THE CURBING AND
	ATTACHMENT TO CURB .

	9)SHEET A4.21 DETAIL # 1 IS A DETAIL OF THE FRAMING
	FOR THE MCM PANELS REFERS TO STRUCTURAL SHEET S1.17
	DETAIL 1 DOES NOT PROVIDE THE HORIZONTAL FRAMING MEMBER
	INFORMATION
	AS SHOWN ON THE ARCHITECTURAL PLAN. THE SAME S DETAIL
	SHOWN S5.03 AND NO HORIZONTAL FRAMING MEMBERS ARE
	SHOWN?

	10) A2.16 ELEVATOR VESTIBULE 1606INDICATES WALL TYPE 6A
	WHICH IS A 1HR RATED WALL BUT DOOR # A1606 ON THE DOOR
	SCHEDULE A8.11INDICATE A REVISION AND THE DOOR RATING
	WAS REMOVED.

	11) THERE ARE MANY SHEETS THAT DO NOT INDICATE ANY
	CHANGES BUT WERE SUBMITTED AS A REVISION, PLEASE
	PROVIDE ADDITIONAL INFORMATION WHY THESE SHEETS WERE
	PROVIDED?

	BUILDING PLAN REVIEW
	JIM WITMER C. B. O.

	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	14	Status	F	Date	2007-05-08			Cont ID
Sent By	jwitmer			Date	2007-05-08	Time	14:21	Rev Time	3.33
Received By	jwitmer			Date	2007-05-08	Time	13:32	Sent To	PC

Notes

2007-05-08 14:22:05	BUILDING PLAN REVIEW
	PERMIT:06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561) 629-4124
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	EFIS TRIM REVIEW: DENIED

	THE CONSTRUCTION BOARD OF ADJUSTMENT AND APPEALS
	GRANTED THE USE OF EFIS TRIM AS IS STATED IN THE 2004
	FBC, SECTION 1406.2.2,THAT THE PETIONER WOULD STILL
	NEED TO PROVIDE A PRODUCT THAT MEETS THE REQUIREMENTS
	OF 703.4 THE NON-COMBUSTIBILITY TEST.

	703.4 NONCOMBUSTIBILITY TESTS.

	THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2
	SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING
	MATERIALS AS SET FORTH IN SECTIONS 602.2 , 602.3 AND
	602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM
	?NONCOMBUSTIBLE? DOES NOT APPLY TO THE FLAME SPREAD
	CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A
	MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE
	BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN
	INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE
	LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF
	AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS.

	703.4.1 ELEMENTARY MATERIALS.
	MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED
	IN ACCORDANCE WITH ASTM E 136.

	703.4.2 COMPOSITE MATERIALS.
	MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE
	MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION
	703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18
	MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER
	THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL
	BE ACCEPTABLE AS NONCOMBUSTIBLE MATERIALS.

	THE BOARD REFRENCED ASTM E-84 AS THE STANDARD, THIS
	STANDARD IS TO BE USED WITH COMPOSITE TYPE MATERIALS,
	THAAT IS PUT TOGETHER, OR FORMED FROM DISTINCT PARTS. I
	DO NOT BELIEVE THE EFIS TRIM SYSTEM CAN MEET THIS
	CRITERIA, IT WOULD APPEAR THAT THE NON-COMBUSTIBILITY
	TEST FOR ELEMENTARY MATERIALS ASTM E-136 WOULD BE THE
	TEST REQUIRED FOR THE EFIS TYPE TRIM SYSTEM.

	IN THE E-136 REPORT RESULTS (8)
	8.1) REPORT THE MATERIAL AS PASSING THE TEST IF AT
	LEAST THREE OF THE FOUR TEST SPECIMENS MEET THE
	FOLLOWING CONDITIONS:
	8.1.1) THE RECORDED TEMPERATURE OF THE SURFACE AND
	INTERIOR THERMOCOUPLES DO NOT AT ANY TIME DURING THE
	TEST RISE MORE THAN 54 DEGREES ABOVE THE STABILIZED
	TEMPERATURE MEASURED AT T2 PRIOR TO THE TEST. 8.1.2)
	THERE IS NO FLAMING FROM THE SPECIMEN AFTER THE FIRST
	30 SECONDS, AND
	8.1.3) WHEN THE WEIGHT LOSS OF THE SPECIMENDURING THE
	TESTING EXCEEDS 50%, THE RECORDED TEMPERATURE OF THE
	SURFACE AND INTERIOR THERMOCOUPLES DO NOT AT ANY TIME
	DURING THE TEST RISE ABOVE THE FURNACE AIR TEMPERATURE
	AT THE BEGINNING OF THE TEST, AND THERE IS NO FLAMING
	OF THE SPECIMEN.

	THE REPORT SUBMITTED IS A TEST FOR FLAMMABILITY, NOT OF
	COMBUSTIBILITY, THE OTHER ISSUE WITH THIS REPORT IS
	THERE IS NO REFERENCE TO EITHERTHE ASTM E-136 OR ASTM
	E-84.
	IN THE TEST RESULTS THE REPORT STATES THERE WAS MOLTEN
	EXPANDED POLYATRRENE DROPLETS FALLING FROM THE TEST
	SPECIMEN. THIS WOULD BE PUTTING THE FIRE FIGHTERS AT
	GREAT RISK!
	THIS IS WHY THE TEST HAS TO INDICATE
	NON-COMBUSTIBILITY!

	THE OTHER ISSUE WILL BE TO HAVE THIS PRODUCT PASS THE
	REVIEW THE PLANS WILL ALSO HAVE TO REFLECT THE PRODUCT
	THAT IS BEING PROPOSED, A REVISION. IF THE REVISION IS
	TO INCLUDE THE MOLDING BEING ADHERRED TO THE WALL OR IF
	THE MOLDING IS TO BE PINNED, THEN AGAIN THE DESIGN
	PROFESSIONALS WILL INDICATE THE TYPE OF FASTENING
	SYSTEM TO BE USED. THE BACK UP DATA WILL BE NEEDED FOR
	REVIEW AS WELL.

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	13	Status	F	Date	2007-04-10			Cont ID
Sent By	jwitmer			Date	2007-04-10	Time	14:47	Rev Time	4.44
Received By	jwitmer			Date	2007-04-10	Time	14:47	Sent To	FIRE

Notes

2007-05-08 14:18:50	BUILDING PLAN REVIEW
	PERMIT:06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561) 629-4124
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	EFIS TRIM REVIEW: DENIED

	THE CONSTRUCTION BOARD OF ADJUSTMENT AND APPEALS
	GRANTED THE USE OF EFIS TRIM AS IS STATED IN THE 2004
	FBC, SECTION 1406.2.2,THAT THE PETIONER WOULD STILL
	NEED TO PROVIDE A PRODUCT THAT MEETS THE REQUIREMENTS
	OF 703.4 THE NON-COMBUSTIBILITY TEST.

	703.4 NONCOMBUSTIBILITY TESTS.

	THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2
	SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING
	MATERIALS AS SET FORTH IN SECTIONS 602.2 , 602.3 AND
	602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM
	?NONCOMBUSTIBLE? DOES NOT APPLY TO THE FLAME SPREAD
	CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A
	MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE
	BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN
	INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE
	LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF
	AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS.

	703.4.1 ELEMENTARY MATERIALS.
	MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED
	IN ACCORDANCE WITH ASTM E 136.

	703.4.2 COMPOSITE MATERIALS.
	MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE
	MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION
	703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18
	MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER
	THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL
	BE ACCEPTABLE AS NONCOMBUSTIBLE MATERIALS.

	THE BOARD REFRENCED ASTM E-84 AS THE STANDARD, THIS
	STANDARD IS TO BE USED WITH COMPOSITE TYPE MATERIALS,
	THAAT IS PUT TOGETHER, OR FORMED FROM DISTINCT PARTS. I
	DO NOT BELIEVE THE EFIS TRIM SYSTEM CAN MEET THIS
	CRITERIA, IT WOULD APPEAR THAT THE NON-COMBUSTIBILITY
	TEST FOR ELEMENTARY MATERIALS ASTM E-136 WOULD BE THE
	TEST REQUIRED FOR THE EFIS TYPE TRIM SYSTEM.

	IN THE E-136 REPORT RESULTS (8)
	8.1) REPORT THE MATERIAL AS PASSING THE TEST IF AT
	LEAST THREE OF THE FOUR TEST SPECIMENS MEET THE
	FOLLOWING CONDITIONS:
	8.1.1) THE RECORDED TEMPERATURE OF THE SURFACE AND
	INTERIOR THERMOCOUPLES DO NOT AT ANY TIME DURING THE
	TEST RISE MORE THAN 54 DEGREES ABOVE THE STABILIZED
	TEMPERATURE MEASURED AT T2 PRIOR TO THE TEST. 8.1.2)
	THERE IS NO FLAMING FROM THE SPECIMEN AFTER THE FIRST
	30 SECONDS, AND
	8.1.3) WHEN THE WEIGHT LOSS OF THE SPECIMENDURING THE
	TESTING EXCEEDS 50%, THE RECORDED TEMPERATURE OF THE
	SURFACE AND INTERIOR THERMOCOUPLES DO NOT AT ANY TIME
	DURING THE TEST RISE ABOVE THE FURNACE AIR TEMPERATURE
	AT THE BEGINNING OF THE TEST, AND THERE IS NO FLAMING
	OF THE SPECIMEN.

	THE REPORT SUBMITTED IS A TEST FOR FLAMMABILITY, NOT OF
	COMBUSTIBILITY, THE OTHER ISSUE WITH THIS REPORT IS
	THERE IS NO REFERENCE TO EITHERTHE ASTM E-136 OR ASTM
	E-84.
	IN THE TEST RESULTS THE REPORT STATES THERE WAS MOLTEN
	EXPANDED POLYATRRENE DROPLETS FALLING FROM THE TEST
	SPECIMEN. THIS WOULD BE PUTTING THE FIRE FIGHTERS AT
	GREAT RISK!
	THIS IS WHY THE TEST HAS TO INDICATE
	NON-COMBUSTIBILITY!

	THE OTHER ISSUE WILL BE TO HAVE THIS PRODUCT PASS THE
	REVIEW THE PLANS WILL ALSO HAVE TO REFLECT THE PRODUCT
	THAT IS BEING PROPOSED, A REVISION. IF THE REVISION IS
	TO INCLUDE THE MOLDING BEING ADHERRED TO THE WALL OR IF
	THE MOLDING IS TO BE PINNED, THEN AGAIN THE DESIGN
	PROFESSIONALS WILL INDICATE THE TYPE OF FASTENING
	SYSTEM TO BE USED. THE BACK UP DATA WILL BE NEEDED FOR
	REVIEW AS WELL.

	BUILDING PLAN REVIEW
	JIM WITMER C. B. O.
	PLAN REVIEW II - BUILDING
	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]
2007-04-10 14:50:31	NO REVIEW TOOK PLACE.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	12	Status	F	Date	2007-03-19			Cont ID
Sent By	jwitmer			Date	2007-03-19	Time	12:43	Rev Time	0.55
Received By	jwitmer			Date	2007-03-19	Time	12:43	Sent To	PC

Notes

2007-03-19 12:44:14	BUILDING PLAN REVIEW
	PERMIT:06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561) 629-4124
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	ALUCOBOND REVIEW
	ACTION: DENIED
	3-19-07
	THE ISSUES WITH THE USE OF ALUCOBOND ON THIS PROJECT IS
	WITH THE WIND PRESSURES NOT FIRE RESISTANCY.
	THE FINAL CLADDING REPORT FROM RWDI REFRENCES FIGURE
	8,12,16 & 20 FOR THE DESIGN OF THE EYEBROW.
	IN REVIEWING THESE PRESSURES AGAIN I BELIEVE THERE IS A
	PROBLEM IN NOT MEETING THE STATED PRESSURES LISTED IN
	THE
	TEST REPORTMIAMI-DADE 00-0802.05. THE FLORIDA COVER
	SHEET BREAKS THE DESIGN PRESSURES OUT BY IF ALUCOBOND
	IS ATTACHED TO A STRUCTURE AND IF THE ALUCOBOND IS
	ATTACHED DIRECTLY TO A PLYWOOD BACKING. SEE THE
	ATTACHED DETAIL TAKEN FROM THE APPROVED PLANS WHERE
	THERE IS NO SOLID BACKING BEHIND THE ALUCOBOND PANEL
	WHICH IS TESTED TO 36PSF NOT NEARLY THE PRESSURES FOUND
	SHEET# 8 OF A RANGE FROM 70 TO 165.

	THE SECOND ISSUE WITH THIS SYSTEM WILLSTILL REQUIRE
	ADDITIONAL FASTENERS TO ACHIEVE THE PRESSURES FOUND AT
	THE ROOF TOP LEVELS, THE ENGINEER OF RECORD WILL NEED
	TO SUBMIT THIS INFORMATION
	NOTE ONE SET OF PRODUCT APPROVAL AND RWDI COVERSHEET
	ARE BEING RETAINED.
	PLEASE CONTACT THIS OFFICE IF THERE IS FURTHER
	ASSISTANCE REQUIRED.

	BUILDING PLAN REVIEW
	JIM WITMER C. B. O.

	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	11	Status	F	Date	2007-03-08			Cont ID
Sent By	jwitmer			Date	2007-03-08	Time	15:10	Rev Time	0.77
Received By	jwitmer			Date	2007-03-08	Time	15:10	Sent To	PC

Notes

2007-03-08 15:15:01	BUILDING PLAN REVIEW
	PERMIT:06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561) 629-4124
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	ALUCOBOND REVIEW
	ACTION: DENIED

	THE ISSUES WITH THE USE OF ALUCOBOND ON THIS PROJECT IS
	WITH THE WIND PRESSURES NOT FIRE RESISTANCY.
	THE FINAL CLADDING REPORT FROM RWDI REFRENCES FIGURE
	8,12,16 & 20 FOR THE DESIGN OF THE EYEBROW.
	IN REVIEWING THESE PRESSURES AGAIN I BELIEVE THERE IS A
	PROBLEM IN NOT MEETING THE STATED PRESSURES LISTED IN
	THE
	TEST REPORTMIAMI-DADE 00-0802.05. THE FLORIDA COVER
	SHEET BREAKS THE DESIGN PRESSURES OUT BY IF ALUCOBOND
	IS ATTACHED TO A STRUCTURE AND IF THE ALUCOBOND IS
	ATTACHED DIRECTLY TO A PLYWOOD BACKING. SEE THE
	ATTACHED DETAIL TAKEN FROM THE APPROVED PLANS WHERE
	THERE IS NO SOLID BACKING BEHIND THE ALUCOBOND PANEL
	WHICH IS TESTED TO 36PSF NOT NEARLY THE PRESSURES FOUND
	SHEET# 8 OF A RANGE FROM 70 TO 165.

	THE SECOND ISSUE WITH THIS SYSTEM WILLSTILL REQUIRE
	ADDITIONAL FASTENERS TO ACHIEVE THE PRESSURES FOUND AT
	THE ROOF TOP LEVELS, THE ENGINEER OF RECORD WILL NEED
	TO SUBMIT THIS INFORMATION
	NOTE ONE SET OF PRODUCT APPROVAL AND RWDI COVERSHEET
	ARE BEING RETAINED.
	PLEASE CONTACT THIS OFFICE IF THERE IS FURTHER
	ASSISTANCE REQUIRED.

	BUILDING PLAN REVIEW
	JIM WITMER C. B. O.

	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	10	Status	P	Date	2007-03-08			Cont ID
Sent By	jwitmer			Date	2007-03-08	Time	15:08	Rev Time	0.55
Received By	jwitmer			Date	2007-03-08	Time	15:08	Sent To	PC

Notes

2007-03-08 15:09:51	REVISIONS:
	A0.20
	A1.02
	A1.03
	A1.04
	A1.05

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	9	Status	P	Date	2007-03-01			Cont ID
Sent By	jwitmer			Date	2007-03-01	Time	11:40	Rev Time	2.22
Received By	jwitmer			Date	2007-03-01	Time	11:39	Sent To	PC

Notes

2007-03-01 11:45:45	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561)629-4174
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2005 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	SUBMITTAL REVIEW:
	1) REPORT FROM GEOTECHNICALENGINEER CERTIFYING
	AUGER-CAST PILE

	2) AS BUILT SURVEY OF AUGER-CAST PILE

	3) BUILDING PROVISO # 3, COMPLIED.

	4)BUILDING PROVISO# 4, COMPLIED.

	THE BUILDING PROVISO # 2, FROM THE ISSUE DATE *********
	(OVER 60 DAYS)********IS STILL MISSING CONTRACTOR
	SUPPLIED STATE APPROVED
	PRODUCT APPROVALS FOR ALOBOND PLUS THAT WILL MEET THE
	REQUIRED WIND RATING. TO BE REVIEWED
	AND APPROVED BY THE DESIGN PROFESSIONAL BEFORE
	SUBMITANCE TO THE CITY FOR
	REVIEW. REVIEWED FOR FIRE RESISTANCE UNDER FL 2661-R1/
	2001
	NO REPORTS HAVE BEEN SUBMITTED FOR WIND.

	1609.1.1 DETERMINATION OF WIND LOADS.
	WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE
	DETERMINED IN ACCORDANCE WITH SECTION 6 OF ASCE
	7.EXCEPTION# 2 WIND TUNNEL TEST, THE MCM PANELS MAY
	NEED
	ENHANCED FASTENING FOR THE LOCATION ON THE BUILDING.
	THIS ISTO BE COMPLETED BY THE ENGINEER OF RECORD.

	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.

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	8	Status	F	Date	2007-01-19			Cont ID
Sent By	jwitmer			Date	2007-01-19	Time	11:37	Rev Time	0.77
Received By	jwitmer			Date	2007-01-19	Time	11:37	Sent To	B

Notes

2007-01-19 11:43:00	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX
	TEL: (561) 718-0935


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

	SUBMITTALREVIEW
	ACTION: DENIED

	1) THIS IS A THRESHOLD BUILDING REQUIRING (3) SETS OF
	PLANS, REPORTS, AND OR SUBMITTALS.
	REPORTS SUBMITTED BY AN "ENGINEER " REQUIRE ORIGINALS
	NOT COPIES. PLANS, SPECIFICATIONS, REPORTS OR
	OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
	BEING FILED FOR PUBLIC
	RECORD SHALL HAVE THE SIGNATURE AND
	SEAL OF THE DESIGN PROFESSIONAL AFFIXED
	TO THE DOCUMENT.
	FL STATE STAT: 61G15-23.002 ENGINEERS
	FL ATATE STAT: 61G16.003 ARCHITECTS

	61G15-23.002 SEAL, SIGNATURE AND DATE SHALL BE
	AFFIXED.
	(1) A PROFESSIONAL ENGINEER SHALL SIGN HIS NAME AND
	AFFIX HIS SEAL TO ALL PLANS, SPECIFICATIONS, REPORTS,
	FINAL BID DOCUMENTS PROVIDED TO THE OWNER OR THE
	OWNER?S REPRESENTATIVE, OR OTHER DOCUMENTS PREPARED OR
	ISSUED BY SAID REGISTRANT AND BEING FILED FOR PUBLIC
	RECORD. THE DATE THAT THE SIGNATURE AND SEAL IS AFFIXED
	AS PROVIDED HEREIN SHALL BE ENTERED ON SAID PLANS,
	SPECIFICATIONS, REPORTS, OR OTHER DOCUMENTS IMMEDIATELY
	UNDER THE SIGNATURE OF THE PROFESSIONAL ENGINEER

	BUILDING PLAN REVIEW
	JIM WITMER C. B. O.

	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	7	Status	P	Date	2006-12-07			Cont ID
Sent By	jwitmer			Date	2006-12-07	Time	10:32	Rev Time	3.33
Received By	jwitmer			Date	2006-12-07	Time	10:32	Sent To

Notes

2006-12-07 10:53:23	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD.
	CONT: CENTEX
	TEL: (561)653-8307
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	BUILDING REVISIONREVIEW
	ACTION: PROVISO

	1) THE ARCHITECTURAL PLANS SUBMITTED APPEAR TO BE CODE
	COMPLIANT. THE BUILDING PROVISO FROM THE ISSUE DATE IS
	STILL
	MISSING CONTRACTOR SUPPLIED STATE APPROVED PRODUCT
	APPROVALS FOR ALOBOND PLUS THAT WILL MEET THE REQUIRED
	FIRE
	RATING AND WIND RATING. TO BE REVIEWED AND APPROVED BY
	THE DESIGN PROFESSIONAL BEFORE SUBMITANCE TO THE CITY
	FOR
	REVIEW.

	1407.10 TYPE I, II, III AND IV CONSTRUCTION.
	WHERE INSTALLED ON BUILDINGS OF TYPE I, II, III AND IV
	CONSTRUCTION, MCM SYSTEMS SHALL COMPLY WITH SECTIONS
	1407.10.1 THROUGH 1407.10.4 , OR 1407.11 .

	1407.10.1 SURFACE-BURNING CHARACTERISTICS.
	MCM SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25
	AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHEN
	TESTED AS AN ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED
	FOR USE IN ACCORDANCE WITH ASTM E 84.

	1609.1.1 DETERMINATION OF WIND LOADS.
	WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE
	DETERMINED IN ACCORDANCE WITH SECTION 6 OF ASCE
	7.EXCEPTION# 2 WIND TUNNEL TEST, THE MCM PANELS MAY
	NEED
	ENHANCED FASTENING FOR THE LOCATION ON THE BUILDING.
	THIS ISTO BE COMPLETED BY THE ENGINEER OF RECORD.

	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.

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	6	Status	P	Date	2006-12-04			Cont ID
Sent By	jwitmer			Date	2006-12-04	Time	11:41	Rev Time	1.10
Received By	jwitmer			Date	2006-12-04	Time	11:41	Sent To	PC

Notes

2006-12-04 12:07:19

3'-0"X 7'-0"DOOR 04-0604.02

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	F	Date	2006-11-15			Cont ID
Sent By	jwitmer			Date	2006-11-15	Time	13:27	Rev Time	0.55
Received By	jwitmer			Date	2006-11-15	Time	13:27	Sent To	PC

Notes

2006-11-15 13:44:25	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD.
	CONT: CENTEX CONST
	TEL: (561)629-4174
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	BUILDING PROVISO # 4:REVIEW
	ACTION: DENIED

	1 )W P B ADMINISTRTIVE CODE 106.3.3*
	PRODUCT APPROVALS. THOSE PRODUCTS 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.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	P	Date	2006-10-31			Cont ID
Sent By	jwitmer			Date	2006-10-31	Time	15:10	Rev Time	2.22
Received By	jwitmer			Date	2006-10-31	Time	15:10	Sent To	PC

Notes

2006-10-31 15:15:12
	* ISSUED PERMIT*
	-PLAN REVIEW HISTORY-

	PERMIT# 06040957
	ADDRESS: 525 OKEECHOBEE BLVD.
	CONT: CENTEX CONSTRUCTION
	TELL # (954)214-9415

	THE ATTACHED COMMENTS ARE PART OF THE
	PERMIT AND PLAN REVIEW PACKAGE AND ARE
	NOT TO BE REMOVED FROM THE ISSUED SET
	OF PLANS.104.2.1.2 ADMINISTRATIVE CODE.

	BUILDING PROVISO:
	1)A SEPERATE PERMIT WILL BE REQUIRED FOR THE NORTH
	ELEVATOR TOWER, A ISSUED PERMIT & PLANS TO BE REQUIRED
	WITHIN 60DAYS.

	2) PLANS ARE TO BE REVISED TO INDICATE A PRODUCT OTHER
	THAN MCM PANELS,
	A 60 DAY PERIOD WILL BE PROVIDED FOR THE CONTRACTOR AND
	DESIGN TEAM
	TO REVIEW THE NEW PRODUCT FOR CODE COMPLIANCE FOR FIRE
	AND WIND.
	12-04-06 CITY HAS FL APPROVAL FOR FIRE RESISTANCE FL
	2661-R1 ALUCOBOND PLUS.

	3) PLANS ALSO INDIICATE THE USE OF ALUMINUM EXTRUSIONS,
	SHOP DRAWING
	WILL BE REQUIRED INDICATING THE SIZE, AND CONDITIONS
	FOR ANCHORING OF PANELS.
	SHOP DRAWINGS FOR ALUMINIUM EXTRUSIONS REVIEWED 3-01-07
	JW


	4) PRODUCT APPROVALS A 60 DAY PERIOD OF TIME WILL BE
	PROVIDED FOR THE
	CONTRACTOR & DESIGN TEAM TO SUBMIT PRODUCT APPROVALS
	FOR HOLLOW METAL DOORS
	THAT WILL MEET THE LARGE MISSLE IMPACT IF REQUIRED, AND
	WIND.
	12-04-06 COMPLIED MIAMI-DADE 04-0604.02

	5) 12-04-06 CITY IS IN RECEIPT OF SIGNED & SEALED WIND
	REPORT. THE WIND STUDY REPORT SUBMITTED IS NOT SIGNED
	NOR SEALED.
	IF THE 3 SETS OF WIND REPORTS
	SIGNED AND SEALED ARE NOT SUBMITTED FOR PUBLIC RECORD
	WITH
	IN A WEEK THE WIND CALCULATIONS WILL NEED TO BE
	ADDRESSED UNDER ASCE 7-02. BUILDING PLAN REVIEW JIM
	WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2006-10-27			Cont ID
Sent By	jwitmer			Date	2006-10-27	Time	10:48	Rev Time	7.77
Received By	jwitmer			Date	2006-10-27	Time	10:48	Sent To

Notes

2006-10-27 12:46:07	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX CONSTRUCTION
	TEL: (954)214-9415
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	---CITY PLACE OFFICE TOWER---

	3RDREVIEW
	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) SHEET A0.20:
	2A) NORTH ELEVATOR TOWER COMPLIANCE:
	COMMENT# 10A FROM THE PREVIOUS REVIEW,
	ALTHOUGH THE NORTH ELEVATOR TOWER IS IN
	THIS SET OF DOCUMENTS, A SEPERATE PERMIT
	WILL BE REQUIRED.

	2B) SHEET A0.20 CODE COMPLIANCE NOTE# 6
	FOR THE NORTH ELEVATOR TOWER INDICATES THAT THE
	EXISTING
	PARKING GARAGE IS NOT FIRE SPRINKLERED, THIS IS
	INCORRECT.
	THE B-BLOCK STORES AND PARKING GARAGE ARE CONSIDERED
	ONE
	BUILDING FOR THE AREA INCREASES TAKEN UNDER THE
	ORIGINAL PERMIT THIS WAS A REQUIREMENT.

	3) 3RD REQUEST, COMMENT# FROM THE PREVIOUS
	REVIEW, A4.11 ELV 42'-0",A4.12 SOUTH WALL SECTION,
	EL. 66'-6",A4.13 &
	A4.14 INDICATES THE USE OF EFIS TRIM ON
	THE EXTERIOR OF THE BUILDING.1406.2.2 ARCHITECTURAL
	TRIM. IN BUILDINGS OF TYPE
	I, II, III AND IV CONSTRUCTION THAT DO
	NOT EXCEED THREE STORIES OR 40 FEET (12
	192 MM) IN HEIGHT ABOVE GRADE PLANE,
	EXTERIOR WALL COVERINGS SHALL BE
	PERMITTED TO BE CONSTRUCTED OF WOOD
	WHERE PERMITTED BY SECTION 1405.4 OR
	OTHER EQUIVALENT COMBUSTIBLE MATERIAL.
	COMBUSTIBLE EXTERIOR WALL COVERINGS,
	OTHER THAN FIRE-RETARDANT-TREATED WOOD
	COMPLYING WITH SECTION 2303.2 FOR
	EXTERIOR INSTALLATION, SHALL NOT EXCEED
	10 PERCENT OF AN EXTERIOR WALL SURFACE
	AREA WHERE THE FIRE SEPARATION DISTANCE
	IS 5 FEET (1524 MM) OR LESS.
	ARCHITECTURAL TRIM THAT EXCEEDS 40 FEET
	(12 192 MM) IN HEIGHT ABOVE GRADE PLANE
	SHALL BE CONSTRUCTED OF APPROVED
	NONCOMBUSTIBLE MATERIALS AND SHALL BE
	SECURED TO THE WALL WITH METAL OR OTHER
	APPROVED NONCOMBUSTIBLE BRACKETS.

	4A) COMMENT # 23 FROM THE PREVIOUS REVIEW,
	A4.1.2 PLANS INDICATE USE OF MCM
	( METAL COMPOSITE MATERIALS) SEE:
	1407.3 ARCHITECTURAL TRIM AND
	EMBELLISHMENTS.
	MCM USED AS ARCHITECTURAL TRIM OR
	EMBELLISHMENTS SHALL COMPLY WITH
	SECTIONS 1407.7 THROUGH 1407.13 .
	1407.10 TYPE I, II, III AND IV
	CONSTRUCTION.
	WHERE INSTALLED ON BUILDINGS OF TYPE I,
	II, III AND IV CONSTRUCTION, MCM SYSTEMS
	SHALL COMPLY WITH SECTIONS 1407.10.1
	THROUGH 1407.10.4 , OR 1407.11 .

	WE HAVE RECEIVED A COPY OF THE MIAMI-DADE NOA, WHICH
	INDICATES IN THERE TECHNICAL SHEETS THIS PRODUCT DOES
	HAVE A COMBUSTIBLE PLASTIC CENTER PANEL.THE CODE
	COMMENTARY READS UNDER ARTICLE 1407.3 REFERSYOU BACK
	TO 1406.2.2, COMBUSTIBLE TRIM ON BUILDINGS OVER 40'-0"
	TALL CAN NOT BE USED ABOVE 40'-0".

	1407.10.1 INDICATES WHAT TYPE OF MCM PANELS ARE ALLOWED
	ON A TYPEI BUILDING.
	1407.11.1 WHAT TYPE MCM PANELS ARE ALLOWED TO THE
	HEIGHT OF 40'-0".
	1407.11.2 WHAT IS ALLOWABLE TO A HEIGHT OF 50'-0".

	4B) DETAIL 25/ A5.47 INDICATES THE USE OF ALUMIMUM
	EXTRUSIONS, THIS WILL
	BE ALLOWABLE AS SHOWN, NOT HAVING A PLASTIC CENTER
	PANEL. BUILDING PROVISO:
	SHOP DRAWINGS WILL BE REQUIRED INDICATING SIZE AND
	CONDITIONS FOR ANCHORING PANELS.

	5 COMMENT#24 FROM THEPREVIOUS REVIEW, THIRD REQUEST,
	TO DELETE THE PHRASE "SYNTHETIC TYPE DIRECTAPPLIED
	FINISH SYSTEM OVER GLASS MAT GYPUM SHEATHING."A4.14
	DETAILS INDICATE A COVERED DROP OFF AREA WITH THE USE
	OF THE WORDAGE ABOVE,
	THIS HAS BEEN CHANGED BUT THE FINISH SYSTEM IS NOT
	PROVIDED.
	DETAIL7/ A4.21 DOES
	USE THE PHRASE AS STATED ABOVE, WE CONSIDER THIS AN
	EFIS
	SYSTEM, PROVIDE REPORT WITH APPROVED HORIZONTAL USEAGE.
	RULE 9B-72 FL
	ADDMINISTRATIVE COVE. WHEN USED IN A HORIZONTAL PLANE
	THE PRODUCT HAS TO INDICATE SUCH USAGE.

	6)COMMENT 34D) FROM THE PREVIOUS REVIEW,
	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.
	NO REPORT WAS SUBMITTED FOR EXTERIOR
	HOLLOW METAL DOORS, SINGLE NOR PAIRS.

	EXTERIOR GLAZED DOORS:YKK DOORS NEITHER THE LARGE
	MISSLE OR SMALL MISSLE REPORTS HAVE
	THE GLASS TYPE NOR MULLIONS HIGHLIGHTED.

	CORNELL IRONWORKS: NONE OF THE SUBSYSTEMS
	ARE HIGHLIGHTED INDICATING WHICH SYSTEM WILL
	BE USED FOR THIS PROJECT.

	LOUVER : THE REPORT SUBMITTED HAS LOW
	PRESSURESCOMPARED

	TO THE WIND TUNNEL TEST.

	EFIS REPORT MISSING THIS REPORT TOTALLY.

	ROOFING ASSEMBLIES: HIGHLIGHT WHICH SUBSYSTEM YOU WILL
	BE INSTALLING.
	SEE LIMITATION# 7 IF ENHANCED FASTENING WILL BE
	REQUIRED. IF REQUIRED
	USE RAS 117 FOR CALCULATIONS. PROVIDE CALCULATIONS.
	THE ROOFING REPORTSUBMITTED FL 1075 SIPLAST / I COPAL
	THE HIGHLIGHTED SUBSYSTEM (SBS)FOR CONCRETE DECKS HAS
	LOW PRESSURES AND LIMITATION # 9, NO ENHANCED
	FASTENING.
	ALSO THE SUBSYSTEM FOR STEEL DECKS ALSO HAS LOW
	PRESSURE AND LIMITATION #9, NO ENHANCED FASTENING
	ALLOWED.

	7) THE WIND STUDY REPORTCOMPLETED BY RWDI IS NOT A
	FINAL REPORT ONLY A DRAFT.
	THE CITY WILL NEED 3 FINAL REPORTS SIGNED AND SEALED.

	PLANS, SPECIFICATIONS, REPORTS OR
	OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
	BEING FILED FOR PUBLIC
	RECORD SHALL HAVE THE SIGNATURE AND
	SEAL OF THE DESIGN PROFESSIONAL AFFIXED
	TO THE DOCUMENT.
	FL STATE STAT: 61G15-23.002 ENGINEERS
	FL ATATE STAT: 61G16.003 ARCHITECTS

	8) NOTE ALSO A COMMENT FROM FIRE DEALING WITH AREAS OF
	THE BUILDING THAT ARE NOT FIRE SPRINKLERED,
	IF THE BUILDING IS NOT EQUIPPED THROUGHOUT WITH A
	AUTOMATIC FIRE SPRINKLER IN ACCORDANCE WITH 903.3.1.1
	THEN
	THE REQUIREMENTS 704.9, FIGURE 709.4.1 FOR SPANDREL
	GIRDERS . SUCH OPENINGS SHALL BE SEPERATED VERTICALLY
	AT 3 FT BY SPANDREL GIRDERS, EXTERIOR WALLS OR OTHER
	ASSEMBLIES THAT HAVE A FIRE RESISTANCE RATING OF AT
	LEAST 1 HR.
	WEST PALMBEACH
	CONSTRUCTION SERVICES DEPARTMENT
	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2006-07-31			Cont ID
Sent By	jwitmer			Date	2006-07-31	Time	09:33	Rev Time	12.22
Received By	jwitmer			Date	2006-07-31	Time	09:32	Sent To

Notes

2006-07-31 00:00:00

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2006-06-02			Cont ID
Sent By	jwitmer			Date	2006-06-02	Time	11:41	Rev Time	32.00
Received By	jwitmer			Date	2006-06-02	Time	11:41	Sent To

Notes

2006-06-02 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 06040957
	ADD: 525 OKEECHOBEE BLVD
	CONT: CENTEX CONSTRUCTION
	TEL: (954)214-9415
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	---CITY PLACE OFFICE TOWER---

	1ST REVIEW
	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) LANDSCAPE PLANS ARE MISSING THE
	SIGNATURE, DATE AND RAISED SEAL.
	PLANS, SPECIFICATIONS,REPORTS OR
	OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
	BEING FILED FOR PUBLIC
	RECORD SHALL HAVE THE SIGNATURE AND
	SEAL OF THE DESIGN PROFESSIONAL AFFIXED
	TO THE DOCUMENT.
	FL ATATE STAT: 61G16.003 ARCHITECTS

	3)LANDSCAPE ARCHITECT DSBOCA IS MISSING:
	481.219 F.S.CERTIFICATE OF
	AUTHORIZATION.THE TITLE BLOCK FOR ANY
	SHEET BEARING THE NAME OF AN ARCHITECT
	PRACTICING UNDER A FICTITIOUS NAME, A
	CORPORATION, OR A PARTNERSHIP, OFFERING ARCHITECTURAL
	SERVICES, SHALL INCLUDE
	THE CERTIFICATE OF AUTHORIZATION
	NUMBER.ADD THE NUMBER TO EACH SHEET.
	THIS MAY BE ADDED BY HAND.

	4) ROBERT J. MCNAMARA PE SEAL INDICATES
	THE WORD "CERTIFICATE" SEE:
	RULE 61G155-23.001(1) F.A.C.
	THE FLORIDA BOARD OF PROFESSIONAL
	ENGINEERS HAS CLEANED UP THE APPEARENCE
	OF THE SEAL BY ELIMINATING OBSOLETE
	CONTENT AND CHANGING THE WORD
	"CERTIFICATE" TO "LICENSE". A GRACE
	PERIOD RAN THROUGH DEC. 31,2005.

	5) ROBERT J. MCNAMARA PE SIGNATURE IS A
	COPY OR STAMP.
	PLANS, SPECIFICATIONS,REPORTS OR
	OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
	BEING FILED FOR PUBLIC
	RECORD SHALL HAVE THE SIGNATURE AND
	SEAL OF THE DESIGN PROFESSIONAL AFFIXED
	TO THE DOCUMENT.
	FL STATE STAT: 61G15-23.002 ENGINEERS

	6) COMMENT# 5 OF FOUNDATION PERMIT,
	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.

	7) COMMENT# 7 FROM FOUNDATION PERMIT,
	WPB AMENDMENT 105.13.6. W.P.B.
	CONSTRUCTION SERVICES DEPARTMENT
	REQUEST FOR THRESHOLD BUILDINGS A
	SPECIAL INSPECTOR AS REQUIRED BY S.
	553.79(5) FLORIDA STATUTES TO THE MIN-
	IMUM INSPECTIONS REQUIRED BY THIS CODE.
	CONTACT HAROLD PISKURA MANAGER OF THE
	SPECIAL INSPECTOR PROGRAM AT (561)
	805-6711 FOR FURTHER INFORMATION BEFORE
	THE PERMIT MAY BE ISSUED.


	8) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS
	FOR THE BUILDING WHICH ARE REQUIRED TO
	BE SIGNED AND SEALED BY THE ARCHITECT OR
	ENGINEER OF RECORD CONTAIN A STATEMENT
	THAT, TO THE BEST OF THE ARCHITECT'S,
	ENGINEER'S KNOWLEDGE, THE PLANS AND
	SPECIFICATIONS COMPLY WITH THE
	APPLICABLE FIRE-SAFETY STANDARDS AS
	DETERMINED BY THE LOCAL AUTHORITY IN
	ACCORDANCE WITH THIS SECTION AND 633
	FLORIDA STATUTE.

	9) DISCREPANCY BETWEEN THE SKETCH OF
	SURVEY AND THE TAX MAPS AS FAR AS THE
	PROPERTY LINE. TAX MAPS INDICATE LOT 2
	ACTUALLY WRAPPING AROUND THE WEST SIDE
	OF THE "B BLOCK PARKING GARAGE" AND A
	3'-0" SEPERATION BETWEEN THE EXISTING
	PARKING GARAGE AND LOT# 2 JUST TO THE
	SOUTH OF PARKING GARAGE. SUBMIT NOT A
	SCKETH BUT AN ACTUAL SURVEY OF THE
	PROPERTY LINE.

	10A) DEPENDING ON THE LOCATION OF THE
	NORTH PROPERTY LINE (SURVEY) TWO PERMIT APPLICATIONS,
	PERMITS AND ASSOCIATED
	FEES, MAY BE NECESSARY. IT APPEARS THAT
	THE ELEVATOR WHICH IS AN ADDITION TO THE
	FIVE STORY PARKING GARAGE AND THE
	GENERATOR JUST TO THE WEST OF THE
	PARKING GARAGE ARE LOCATED ON ANOTHER
	PROPERTY.

	10B) ADDITIONAL INFORMATION REQUIRED, IT
	APPEARS THERE ARE (3) GENERATORS, ONE
	LOCATED IN THE NEW 16 STORY OFFICE TOWER
	ROOM# 126 AND THE (2) GENERATOR LOCATED
	WEST OF THE NEW PARKING GARAGE ELEVATOR,
	WHAT IS THESE GENERATORS TO POWER?

	11) PROVIDE RATIONALE FOR PARKING GARAGE
	LEVELS 2-5 TO USE ELEVATOR 7 & 8 TO THE
	FIRST FLOOR AND TRANSFER TO ELEVATORS
	1-6 TO GAIN ACCESS TO THE OFFICE TOWER
	SECTION OF BUILDING?

	12A) A1.02-A1.05 DISABLED PARKING SPACES 11-4.6.2(1)
	ALL SPACES MUST BE
	LOCATED ON AN ACCESSIBLE ROUTE NO LESS
	THAN 44 INCHES (1118 MM)WIDE SO THAT
	USERS WILL NOT BE COMPELLED TO WALK OR
	WHEEL BEHIND PARKED VEHICLES.

	12B) THERE ARE (2) ISSUES ABOVE THE
	FIRST IS A 44" CONTINIOUS ACCESSIBLE
	PATH THE AREA MARKED AS A PATHWAY IN
	FRONT OF THE ELEVATORS IS APPROXIMATELY
	24".
	THE SECOND ISSUE IS THE DISABLED ARE
	COMPLLLED TO WALK OR WHEEL BEHIND PARKED VEHICLES.

	13)A1.01 THE EXIT PASSAGE WAY # 122
	DOESN'T TAKE YOU FROM THE EXIT DISCHARGE
	TO THE PUBLIC WAY. A0.22 THE LIFE SAFETY
	PLAN DOESN'T PROVIDE ANY INFORMATION
	ONCE YOU LEAVE THE PROTECTED EXIT.EXIT
	DISCHARGE. THAT PORTION OF A MEANS OF
	EGRESS SYSTEM BETWEEN THE TERMINATION OF
	AN EXIT AND A PUBLIC WAY.

	13A) THE MEANS OF EGRESS 44" FOR EXIT
	PASSAGE WAY# 122 STOPS ON EACH SIDE OF
	THE ENTRY FEATURE AREA, SEE CURB LINE.
	NEITHER THE LIFE SAFETY NOR THIS SHEET
	PROVIDES A CONTINIOUS PATH TO THE PUBLIC
	WAY.

	13B) A1.01 LOCATED JUST TO THE WEST OF
	THE MAIN ENTRY PLANS INDICATE A
	HANDICAPPED RAMP BUT TOTALLY MISS THE
	REQUIRED PASSENGER LOADING ZONE.
	11-4.1.2(5)(C) IF PASSENGER LOADING
	ZONES ARE PROVIDED, THEN AT LEAST ONE
	PASSENGER LOADING ZONE SHALL COMPLY WITH
	SECTION 11-4.6.6
	.
	11-4.1.2(5)(E) VALET PARKING. VALET
	PARKING FACILITIES SHALL PROVIDE A
	PASSENGER LOADING ZONE COMPLYING WITH
	SECTION 11-4.6.6 LOCATED ON AN
	ACCESSIBLE ROUTE TO THE ENTRANCE OF THE
	FACILITY. SECTION 11-4.1.2 (5)(A),
	SECTION 11-4.1.2 (5)(B), AND SECTION
	11-4.1.2 (5)(D) OF THIS SECTION DO NOT
	APPLY TO VALET PARKING FACILITIES.

	11-4.6.6 PASSENGER LOADING ZONES.
	PASSENGER LOADING ZONES SHALL PROVIDE AN
	ACCESS AISLE AT LEAST 60 INCHES (1525
	MM) WIDE AND 20 FEET (6096 MM) LONG
	ADJACENT AND PARALLEL TO THE VEHICLE
	PULL-UP SPACE (SEE FIGURE 11-10 ). IF
	THERE ARE CURBS BETWEEN THE ACCESS AISLE
	AND THE VEHICLE PULL-UP SPACE, THEN A
	CURB RAMP COMPLYING WITH SECTION 11-4.7
	SHALL BE PROVIDED. VEHICLE STANDING
	SPACES AND ACCESS AISLES SHALL BE LEVEL
	WITH SURFACE SLOPES NOT EXCEEDING 1:50
	(2 PERCENT) IN ALL DIRECTIONS.

	13C) ALTHOUGH THE EXISTING PARKING
	GARAGE SHOULD BE UNDER A SEPERATE PERMIT

	COMMENTS WILL BE ADDRESSED AT THIS TIME
	UNDER THIS PERMIT. ONCE THE PASSENGER
	LOADING ZONE IS PROVIDED AND ACCESS
	AISLE AND CROSS WALK AND CURB CUT
	LEADING TO THE ELEVATOR TOWER NEEDS TO
	BE ADDRESSED, MAKING THIS AN ACCESSIBLE
	ELEMENT.

	13D)NOTE: THE CODE SUMMARY OF THE "B"
	BLOCK PARKING GARAGE INDICATES A
	BUILDING TYPE "IB" WHEREAS THE RETAIL
	STORES AND PARKING STRUCTURE ARE
	CONSIDERED ONE STRUCTURE NOT (2)
	INDIVDUAL BUILDINGS, THEY WERE PERMITTED
	THIS WAY FOR PHASING ONLY. AGAIN
	DEPENDING ON THE LOCATION OF THE
	PREOPERTY LINE THERE MAY BE ISSUES WITH
	THE PARKING GARAGE ADDITION OF THE
	ELEVATOR AND TABLE 602!

	13E)THE EXIT PASSAGEWAY 122 HAS A 2 HR
	RATING LEADING UPTO DOOR 122A WITH A
	1 1/2 HR FIRE RATING.THE LIFE SAFETY
	PLAN ENDS THE FIRE RATING OF THE
	SURROUNDINGWALLS AND DOOR 120A TO THE
	FIRE PUMP ROOM(SHEET A2.01B) THERE IS NO
	RATING. TRUE YOU HAVE REACHED THE
	EXTERIOR OF THE BUILDING BUT THERE IS
	FIRE DANGER FROM THE FIRE PUMP ROOM AND
	THE WALLS JUST TO THE LEFT AS WELL AS
	THE WALLS TO THE RIGHT WHERE THE FIRE
	PUMP ROOM IS SITUATED. THIS IS SIMILAR
	TO A EXIT COURT ALTHOUGH THERE IS STILL
	A CEILING OVER THE PATH OF TRAVEL.

	13F) E1.01A INDICATES OVERHEAD
	CONDUCTORS PASSING DIRECTLY OVER THE
	EXIT PASSAGEWAY 122.1019.1.2
	PENETRATIONS.
	PENETRATIONS INTO AND OPENINGS THROUGH
	AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT
	FOR REQUIRED EXIT DOORS, EQUIPMENT AND
	DUCTWORK NECESSARY FOR INDEPENDENT
	PRESSURIZATION, SPRINKLER PIPING,
	STANDPIPES, ELECTRICAL RACEWAY FOR FIRE
	DEPARTMENT COMMUNICATION AND ELECTRICAL
	RACEWAY SERVING THE EXIT ENCLOSURE AND
	TERMINATING AT A STEEL BOX NOT EXCEEDING
	16 SQUARE INCHES (0.010 M 2 ). SUCH
	PENETRATIONS SHALL BE PROTECTED IN
	ACCORDANCE WITH SECTION 712 . THERE
	SHALL BE NO PENETRATIONS OR
	COMMUNICATION OPENINGS, WHETHER
	PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES.

	13G) IT APPEARS THAT THERE IS (2) SETS
	OF CARD READERS TO GAIN ENTRANCE TO THE
	PARKING GARAGE. THE FIRST AT THE FOOT OF
	THE RAMP AND A SECOND SET INDICATED ON
	A1.02? PROVIDE DETAILS?

	14) A2.01A PLANS INDICATE SECURITY
	TURNSTILES, 11-4.13.2 REVOLVING DOORS
	AND TURNSTILES . 11-413.2(1)
	TURNSTILES SHALL NOT BE THE ONLY MEANS
	OF PASSAGE AT AN ACCESSIBLE ENTRANCE OR
	ALONG AN ACCESSIBLE ROUTE. AN ACCESSIBLE
	GATE OR DOOR SHALL BE PROVIDED ADJACENT
	TO THE TURNSTILE OR REVOLVING DOOR AND
	SHALL BE SO DESIGNED AS TO FACILITATE
	THE SAME USE PATTERN.

	15) A2.01A WALL DETAIL 8B OR 8C SEE UL
	LISTING U415 MISSING ITEM# 7
	CEMENTITIOUS BACKER UNITSSYSTEM "D" NOM
	1/2 OR 5/8". PROVIDE ADDITIONAL INFO. ON
	SCHEDULE SHEET A).31

	16) A2.01 WALL DETRAIL# 1 INDICATES THE
	USE OF A 2 HR RATED BLOCK UL LISTING
	U-905, THE FIVE LISTED BLOCK
	MANUFACTURERS WILL BE THE MANUFACTURERS
	THE BLOCK IS TO BE PURCHASED FROM.
	OTHERWISE PROVIDE THEEQUIVALENT
	THICKNESS FROM THE BLOCK MANUFACTURER
	FROM WHICH THE BLOCK WILL BE PRODUCED,
	SEE TABLE 721.3.2. 721.3.2 CONCRETE
	MASONRY WALLS.
	THE FIRE-RESISTANCE RATING OF WALLS AND
	PARTITIONS CONSTRUCTED OF CONCRETE
	MASONRY UNITS SHALL BE DETERMINED FROM
	TABLE 721.3.2 . THE RATING SHALL BE
	BASED ON THE EQUIVALENT THICKNESS OF THE
	MASONRY AND TYPE OF AGGREGATE USED.

	17) A2.01 ALL OF THE NON-RATED DRYWALL
	WALLS INDICATED ON A0.31 HAVE NO HEIGHT LIMITATIONS NOR
	SPACING, SEE T2506.2
	STEEL STUDS NON-LOAD BEARING, ASTM
	C-645.

	18A) A2.01B ROOM 115 THE DOOR SWING,
	SWINGS INTO THE CLEAR FLOOR SPACE OF THE
	LAVATORY.11-4.19.3 CLEAR FLOOR SPACE .
	A CLEAR FLOOR SPACE 30 INCHES BY 48
	INCHES (760 MM BY 1219 MM) COMPLYING
	WITH SECTION 11-4.2.4 SHALL BE PROVIDED
	IN FRONT OF A LAVATORY TO ALLOW FORWARD
	APPROACH. SUCH CLEAR FLOOR SPACE SHALL
	ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
	AND SHALL EXTEND A MAXIMUM OF 19 INCHES
	(485 MM) UNDERNEATH THE LAVATORY (SEE
	FIGURE 11-32 ).

	18B) PROVIDE CUT SECTION THROUGH SINK
	ROOM 118. 11-4.24.2 SINKS, HEIGHT. SINKS
	SHALL BE MOUNTED WITH THE COUNTER NO
	HIGHER THAN 34" ABOVE THE FINISH FLOOR.
	11-4.24.3 KNEE CLEARENCE THAT IS AT
	LEAST 27" HIGH 30" WIDE, AND 19" DEEP
	SHALL BE PROVIDED UNDERNEATH SINKS.

	18C) EMERGENCY GENERATOR ROOM EXHAUST
	BLOWS DIRECTLY ON TO HANDICAPPED RAMPS
	LOCATED JUST EAST OF UNIT, IS THERE AIR DEFLECTION?

	18D) RESTROOM 103 IS MISSING THE
	REQUIRED CLEAR FLOOR SPACE 11-4.19.3.

	19) A1.06
	19A) PLANS INDICATE THIS PERMIT IS FOR A
	SHELL BUILDING, FLOORS TO BE BUILT OUT
	BY FUTURE TENANTS. LOOKING AT WORCST
	CASE OCCUPANT LOAD FOR THIS FLOOR THERE
	WILL BE PROBLEMS WITH THE CONFERENCE
	ROOM AND IF THE ROOF DECK IS CONSIDERED
	AN ASSEMBLY AREA. IF THE CONFERENCE ROOM

	IS FIGURED AT AN OCCUPANT LOAD OF 15SQ
	FT PER OCC= 309 OK FOR DOORS &
	STAIRWAYS.
	THE PROBLEM BEGINS IF THE CONFERENCE
	ROOM IS FIGURED AT A CONCENTRATION OF
	7SQ FT / OCC. OR IF THE ROOF AREA JUST
	WEST OF THE CONFERENCE ROOM WERE TO BE
	CONSIDERED AS PART OF THE ASSEMBLY AREA.
	THEN USING AN OCC LOAD OF 15 SQ FT /OCC
	THE LOAD FOR THE ROOFDECK ALONE IS 472+
	98( CONFERENCE ROOM) 211 (REMAINDER OF
	FLOOR) =781 OCC LOAD. NEITHER THE
	STAIRS NOR DOORWAYS WILL HANDLE THIS
	LOAD AS CONFIGURED.

	19B) IF PLANS ARE NOT RECONFIGURED TO
	HANDLE THIS ADDITIONAL OCCUPANT LOAD, A STIPULATION
	WILL BE PUT ON THE
	CERTIFICATE OF OCCUPANCYSTATING THAT
	THE ROOF DECK CAN NOT BE USED AS AN
	ASSEMBLY AREA. 110.2* W. P. B.
	ADMINISTRATIVE CODE, INFORMATION THAT IS
	REQUIRED FOR RECORD KEEPING & FOR
	CERTIFICATE OF OCCUPANCY:
	(F) ANY SPECIAL STIPULATIONS &
	CONDITIONS OF THE BUILDING PERMIT.

	19C) IF THE ROOFED AREA IS TO BE FIGURED

	AS AN ASSEMBLY AREA, THERE NEEDS TO BE
	ADDTTIONAL DOOR WAYS SINCE AN OCCUPANT
	LOAD GREATER THAN 50.1004.8 OUTDOOR
	AREAS.
	YARDS, PATIOS, COURTS AND SIMILAR
	OUTDOOR AREAS ACCESSIBLE TO AND USABLE
	BY THE BUILDING OCCUPANTS SHALL BE
	PROVIDED WITH MEANS OF EGRESS AS
	REQUIRED BY THIS CHAPTER. THE OCCUPANT
	LOAD OF SUCH OUTDOOR AREAS SHALL BE
	ASSIGNED BY THE BUILDING OFFICIAL IN
	ACCORDANCE WITH THE ANTICIPATED USE.
	WHERE OUTDOOR AREAS ARE TO BE USED BY
	PERSONS IN ADDITION TO THE OCCUPANTS OF
	THE BUILDING, AND THE PATH OF EGRESS
	TRAVEL FROM THE OUTDOOR AREAS PASSES
	THROUGH THE BUILDING, MEANS OF EGRESS
	REQUIREMENTS FOR THE BUILDING SHALL BE
	BASED ON THE SUM OF THE OCCUPANT LOADS
	OF THE BUILDING PLUS THE OUTDOOR AREAS. EXCEPTIONS: 1.
	OUTDOOR AREAS USED EXCLUSIVELY
	FOR SERVICE OF THE BUILDING NEED ONLY
	HAVE ONE MEANS OF EGRESS.

	19D) IF THE ROOF AREA IS CONSIDERED A
	ASSEMBLY AREA THE OCCUPANT LOAD FOR THE
	FLOOR WOULD BE APPROX 781 REQUIRING A
	THIRD EXIT. TABLE 1018.1.

	19E) A2.06 THIS COMMENT WILL HOLD TRUE
	FOR MORE DOORS THAN JUST THESE
	MENTIONED. S-1/A STAIRDOOR, S-2/A
	STAIRDOOR, 605A MECHANICAL & 606A
	EXECUTIVE VESTIBULE. ALL THESE DOORWAYS
	ARE APPROXIMATELY 21" DEEP. THE WAY THE
	DOORS ARE CONFIGURED A PERSON IN A
	WHEELCHAIR CAN NOT APPROACH THE DOORS
	WITH THE DOOR BEING RECESSED IN THE
	DOORWAY ON THE PULLSIDE. IT IS TRUE
	11-4.13.5 THAT DOOR OPENINGS MAY BE 24"
	DEEP, THE DOORWAY SHOWN AS AN EXAMPLE
	FIGURE 24 IS A CASED OPENING NO DOOR IS
	APPERANT.11-4.13.6 MANEUVERING
	CLEARENCES AT DOORS. MINIMUM MANEUVERING CLEARENCES AT
	DOORS THAT ARE NOT
	AUTOMATIC OR POWER-ASSISTED SHALL BE AS
	SHOWN IN FIG. 25. THE FLOOR OR GROUND
	AREA WITH IN THE REQUIRED CLEARENCES
	SHALL BE CLEAR & LEVEL.

	20) A1.06- A1.16NOTE SEE ELETRICAL
	COMMENT FOR ELECTRICAL ROOM WITHIN
	TENANT SPACE. UNLESS TENANT OCCUPIES THE
	FULL FLOOR THIS IS A CODE ISSUE.

	21) SHEET A4.11 DETAIL# 4, AT VARIOUS
	LEVELS INDICATES EITHER PRECAST UNITS OR

	SPANDREL GLASS PANELS AT THE FLOOR
	LEVELS.
	21A) PRECAST PANELS INDICATE VARING
	HEIGHTS FROM THE FLOOR TO THE TOP OF
	PANEL, SOME ARRE 2'-0" OTHERS 2'-6", SEE
	A11.04 DESIGN # CEF 158 P, (G) THE
	CONCRETE WALL PANEL ARE TO BE A MINIMUM
	33" ABOVE THE FLOOR LEVEL.

	21B) SPANDREL GLASS PANELS ARE MISSING
	INSULATION AT GAGARGE LEVLE, SEE SHEET
	A11.04 DESIGN# CEJ 116 P NOTE "B" THAT
	THE 33" IS FROM THE FLOOR TOTHE BOTTOM
	OF THE TRANSOM.

	22) A4.12 SOUTH WALL SECTION A4.13 &
	A4.14 INDICATES THE USE OF EFIS TRIM ON
	THE EXTERIOR OF THE BUILDING.1406.2.2 ARCHITECTURAL
	TRIM. IN BUILDINGS OF TYPE
	I, II, III AND IV CONSTRUCTION THAT DO
	NOT EXCEED THREE STORIES OR 40 FEET (12
	192 MM) IN HEIGHT ABOVE GRADE PLANE,
	EXTERIOR WALL COVERINGS SHALL BE
	PERMITTED TO BE CONSTRUCTED OF WOOD
	WHERE PERMITTED BY SECTION 1405.4 OR

	OTHER EQUIVALENT COMBUSTIBLE MATERIAL.
	COMBUSTIBLE EXTERIOR WALL COVERINGS,
	OTHER THAN FIRE-RETARDANT-TREATED WOOD
	COMPLYING WITH SECTION 2303.2 FOR
	EXTERIOR INSTALLATION, SHALL NOT EXCEED
	10 PERCENT OF AN EXTERIOR WALL SURFACE
	AREA WHERE THE FIRE SEPARATION DISTANCE
	IS 5 FEET (1524 MM) OR LESS.
	ARCHITECTURAL TRIM THAT EXCEEDS 40 FEET
	(12 192 MM) IN HEIGHT ABOVE GRADE PLANE
	SHALL BE CONSTRUCTED OF APPROVED
	NONCOMBUSTIBLE MATERIALS AND SHALL BE
	SECURED TO THE WALL WITH METAL OR OTHER
	APPROVED NONCOMBUSTIBLE BRACKETS.

	23) A4.1.2 PLANS INDICATE USE OF MCM
	( METAL COMPOSITE MATERIALS) SEE:
	1407.3 ARCHITECTURAL TRIM AND
	EMBELLISHMENTS.
	MCM USED AS ARCHITECTURAL TRIM OR
	EMBELLISHMENTS SHALL COMPLY WITH
	SECTIONS 1407.7 THROUGH 1407.13 .
	1407.10 TYPE I, II, III AND IV
	CONSTRUCTION.
	WHERE INSTALLED ON BUILDINGS OF TYPE I,
	II, III AND IV CONSTRUCTION, MCM SYSTEMS
	SHALL COMPLY WITH SECTIONS 1407.10.1
	THROUGH 1407.10.4 , OR 1407.11 .

	24) A4.14 DETAILS INDICATE A COVERED
	DROP OFF AREA WITH THE USE OF EFIS
	SYSTEM, PROVIDE REPORT WITH APPROVED
	HORIZONTAL USEAGE. RULE 9B-72 FL
	ADDMINISTRATIVE COVE.

	25) A4.15 FLOOR INSULATION THE 6TH FLOOR
	(LAST FLOOR ABOVE PARKING GARAGE),
	PROVIDE WHAT TYPE OF SPRAY ON FLOOR
	INSULATION WILL BE USED, ALSO WILL THIS
	BE THE SAME FIRE PROOFING MATERIAL
	REQUIRED FOR FLOORS AND BEAMS? IF SO
	DOES THIS MATERIAL HAVE FIRE RATING? 13-405.1.C.1.1.
	FOR FLOORS WITH BEAMS THAT EXTEND BELOW
	THE FLOOR SLAB, THE FLOOR SHALL BE
	INSULATED EITHER ON THE INTERIOR ABOVE
	THE SLAB OR ON THE EXPOSED FLOOR AND ALL
	EXPOSED SURFACES OF THE BEAMS THAT
	EXTEND 24 INCHES (610 MM) AND LESS BELOW
	THE EXPOSED FLOOR.

	26) A4.21 DETAIL# 7, INDICATES A
	EXTERIOR SOFFIT DETAIL, NOTE SEE
	STRUCTURAL DRAWINGS FOR UPLIFT
	REQUIREMENTS, STRUCTURAL S0.01 LIGHT
	GAUGE STEEL FRAMING NOTE DOESN'T PROVIDE

	ANY REQUIREMENTS NOR SIZE, GAUGE OF
	STEEL, CONFIGURATION SPAN SPACING OR LOADING.2506.2
	STANDARDS.
	GYPSUM BOARD MATERIALS SHALL CONFORM TO
	THE APPROPRIATE STANDARDS LISTED IN
	TABLE 2506.2 AND CHAPTER 35 AND, WHERE
	REQUIRED FOR FIRE PROTECTION, SHALL
	CONFORM TO THE PROVISIONS OF CHAPTER 7 .

	27) A4.21 DETAIL# 1 IS A SECTION AT THE
	CORNICE, PLANS INDICATE MORE DETAILS SEE STRUCTURAL
	PLANS, WHERE? ADDITIONAL
	INFORMATION NEEDED.
	106.1.2 ADDITIONAL DATA. THE
	BUILDING OFFICIAL MAY REQUIRE DETAILS, COMPUTATIONS,
	STRESS DIAGRAMS, AND OTHER
	DATA NECESSARY TO DESCRIBE THE
	CONSTRUCTION OR INSTALLATION AND THE
	BASIS OF CALCULATION. ALL DRAWINGS,
	SPECIFICATIONS AND ACCOMPANYING DATA
	REQUIRED BY THE BUILDING OFFICIAL TO BE
	PREPARED BY AN ARCHITECT OR ENGINEER
	SHALL BE AFFIXED WITH THIER OFFICIAL
	SEAL, SIGNATURE AND DATE AS STATE LAW
	REQUIRES.

	28) A5.81:
	28A) DETAIL# 1, CANOPY FROM OFFICE TOWER
	TO THE NEW ELEVATOR TOWER TO COMPLY WITH
	3104.5 & TABLE 602 @ PROPERTY LINE?

	28B) PLANS DO NOT INDICATE ON THE OFFICE
	TOWER CANOPY WHAT TYPE OF FENESTRATION
	SHALL BE USED.2405.2 ALLOWABLE GLAZING
	MATERIALS AND LIMITATIONS.

	28C) ARCHITECTURAL PLANS DO NOT INDICATE
	ENOUGH DETAILS NOR DOES THE STRUCTURAL
	PLANS. ADDITIONAL INFORMATION REQUIRED.
	106.1.2*ADDITIONAL DATA.

	28D) 2405.5 UNIT SKYLIGHTS.
	UNIT SKYLIGHTS SHALL BE TESTED AND
	LABELED AS COMPLYING WITH 101/I.S.2/NAFS
	VOLUNTARY PERFORMANCE SPECIFICATION FOR
	WINDOWS, SKYLIGHTS AND GLASS . THE LABEL
	SHALL STATE THE NAME OF THE
	MANUFACTURER, THE APPROVED LABELING
	AGENCY, THE PRODUCT DESIGNATION AND THE PERFORMANCE
	GRADE RATING AS SPECIFIED IN 101/I.S.2/NAFS. IF THE
	PRODUCT
	MANUFACTURER HAS CHOSEN TO HAVE THE
	PERFORMANCE GRADE OF THE SKYLIGHT RATED
	SEPARATELY FOR POSITIVE AND NEGATIVE
	DESIGN PRESSURE, THEN THE LABEL SHALL
	STATE BOTH PERFORMANCE GRADE RATINGS AS
	SPECIFIED IN 101/I.S.2/NAFS AND THE
	SKYLIGHT SHALL COMPLY WITH SECTION
	2405.5.2 . IF THE SKYLIGHT IS NOT RATED
	SEPARATELY FOR POSITIVE AND NEGATIVE
	PRESSURE, THEN THE PERFORMANCE GRADE
	RATING SHOWN ON THE LABEL SHALL BE THE
	PERFORMANCE GRADE RATING DETERMINED IN
	ACCORDANCE WITH 101/I.S.2/NAFS FOR BOTH
	POSITIVE AND NEGATIVE DESIGN PRESSURE,
	AND THE SKYLIGHT SHALL CONFORM TO
	SECTION 2405.5.1 .

	28E) LIGHT- TRANSMITTING PLASTICS: LIGHT-TRANSMITTING
	PLASTIC MATERIALS
	THAT MEET THE OTHER CODE REQUIREMENTS
	FOR WALLS AND ROOFS SHALL BE PERMITTED
	TO BE USED IN ACCORDANCE WITH THE OTHER
	APPLICABLE CHAPTERS OF THE CODE.

	2606.2 APPROVAL FOR USE.
	SUFFICIENT TECHNICAL DATA SHALL BE
	SUBMITTED TO SUBSTANTIATE THE PROPOSED
	USE OF ANY LIGHT-TRANSMITTING MATERIAL,
	AS APPROVED BY THE BUILDING OFFICIAL AND
	SUBJECT TO THE REQUIREMENTS OF THIS
	SECTION.

	2606.3 IDENTIFICATION.
	EACH UNIT OR PACKAGE OF
	LIGHT-TRANSMITTING PLASTIC SHALL BE
	IDENTIFIED WITH A MARK OR DECAL
	SATISFACTORY TO THE BUILDING OFFICIAL,
	WHICH INCLUDES IDENTIFICATION AS TO THE
	MATERIAL CLASSIFICATION.

	2606.4 SPECIFICATIONS.
	LIGHT-TRANSMITTING PLASTICS, INCLUDING THERMOPLASTIC,
	THERMOSETTING OR
	REINFORCED THERMOSETTING PLASTIC
	MATERIAL, SHALL HAVE A SELF-IGNITION
	TEMPERATURE OF 650?F (343?C) OR GREATER
	WHERE TESTED IN ACCORDANCE WITH ASTM D
	1929; A SMOKE-DEVELOPED INDEX NOT
	GREATER THAN 450 WHERE TESTED IN THE
	MANNER INTENDED FOR USE IN ACCORDANCE
	WITH ASTM E 84, OR NOT GREATER THAN 75
	WHERE TESTED IN THE THICKNESS INTENDED
	FOR USE IN ACCORDANCE WITH ASTM D 2843
	AND SHALL CONFORM TO ONE OF THE
	FOLLOWING COMBUSTIBILITY
	CLASSIFICATIONS:
	CLASS CC1: PLASTIC MATERIALS THAT HAVE A
	BURNING EXTENT OF 1 INCH (25 MM) OR LESS
	WHERE TESTED AT A NOMINAL THICKNESS OF
	0.060 INCH (1.5 MM), OR IN THE THICKNESS
	INTENDED FOR USE, IN ACCORDANCE WITH
	ASTM D 635,
	CLASS CC2: PLASTIC MATERIALS THAT HAVE A
	BURNING RATE OF 2.5 INCHES PER MINUTE
	(1.06 MM/S) OR LESS WHERE TESTED AT A
	NOMINAL THICKNESS OF 0.060 INCH (1.5
	MM), OR IN THE THICKNESS INTENDED FOR
	USE, IN ACCORDANCE WITH ASTM D 635.

	2606.5 STRUCTURAL REQUIREMENTS.
	LIGHT-TRANSMITTING PLASTIC MATERIALS IN
	THEIR ASSEMBLY SHALL BE OF ADEQUATE
	STRENGTH AND DURABILITY TO WITHSTAND THE
	LOADS INDICATED IN CHAPTER 16 .
	TECHNICAL DATA SHALL BE SUBMITTED TO
	ESTABLISH STRESSES, MAXIMUM UNSUPPORTED
	SPANS AND SUCH OTHER INFORMATION FOR THE
	VARIOUS THICKNESSES AND FORMS USED AS
	DEEMED NECESSARY BY THE BUILDING
	OFFICIAL.

	2606.6 FASTENING.
	FASTENING SHALL BE ADEQUATE TO WITHSTAND
	THE LOADS IN CHAPTER 16 . PROPER
	ALLOWANCE SHALL BE MADE FOR EXPANSION
	AND CONTRACTION OF LIGHT-TRANSMITTING
	PLASTIC MATERIALS IN ACCORDANCE WITH
	ACCEPTED DATA ON THE COEFFICIENT OF
	EXPANSION OF THE MATERIAL AND OTHER
	MATERIAL IN CONJUNCTION WITH WHICH IT IS EMPLOYED.

	2606.7.4 FIRE SUPPRESSION SYSTEM.
	IN BUILDINGS THAT ARE EQUIPPED
	THROUGHOUT WITH AN AUTOMATIC SPRINKLER
	SYSTEM IN ACCORDANCE WITH SECTION
	903.3.1.1 , PLASTIC LIGHT-DIFFUSING
	SYSTEMS SHALL BE PROTECTED BOTH ABOVE
	AND BELOW UNLESS THE SPRINKLER SYSTEM
	HAS BEEN SPECIFICALLY APPROVED FOR
	INSTALLATION ONLY ABOVE THE
	LIGHT-DIFFUSING SYSTEM. AREAS OF
	LIGHT-DIFFUSING SYSTEMS THAT ARE
	PROTECTED IN ACCORDANCE WITH THIS
	SECTION SHALL NOT BE LIMITED.

	28F) THE CANOPY NORTH OF THE THE NEW
	ELEVATOR TOWER IS UNDER A DDIFFERENT
	PCN, SEPERATE PROPERTY REQUIRING A
	SEPERATE PERMIT.ARCHITECTURAL PLANS DO
	NOT INDICATE ENOUGH DETAILS NOR DOES THE STRUCTURAL
	PLANS. ADDITIONAL INFORMATION REQUIRED.106.1.2*
	ADDITIONAL DATA.

	28G) LIGHT- TRANSMITTING PLASTICS: LIGHT-TRANSMITTING
	PLASTIC MATERIALS
	THAT MEET THE OTHER CODE REQUIREMENTS
	FOR WALLS AND ROOFS SHALL BE PERMITTED
	TO BE USED IN ACCORDANCE WITH THE OTHER
	APPLICABLE CHAPTERS OF THE CODE.

	2606.2 APPROVAL FOR USE.
	SUFFICIENT TECHNICAL DATA SHALL BE
	SUBMITTED TO SUBSTANTIATE THE PROPOSED
	USE OF ANY LIGHT-TRANSMITTING MATERIAL,
	AS APPROVED BY THE BUILDING OFFICIAL AND
	SUBJECT TO THE REQUIREMENTS OF THIS
	SECTION.

	2606.3 IDENTIFICATION.
	EACH UNIT OR PACKAGE OF
	LIGHT-TRANSMITTING PLASTIC SHALL BE
	IDENTIFIED WITH A MARK OR DECAL
	SATISFACTORY TO THE BUILDING OFFICIAL,
	WHICH INCLUDES IDENTIFICATION AS TO THE
	MATERIAL CLASSIFICATION.

	2606.4 SPECIFICATIONS.
	LIGHT-TRANSMITTING PLASTICS, INCLUDING THERMOPLASTIC,
	THERMOSETTING OR
	REINFORCED THERMOSETTING PLASTIC
	MATERIAL, SHALL HAVE A SELF-IGNITION
	TEMPERATURE OF 650?F (343?C) OR GREATER
	WHERE TESTED IN ACCORDANCE WITH ASTM D
	1929; A SMOKE-DEVELOPED INDEX NOT
	GREATER THAN 450 WHERE TESTED IN THE
	MANNER INTENDED FOR USE IN ACCORDANCE
	WITH ASTM E 84, OR NOT GREATER THAN 75
	WHERE TESTED IN THE THICKNESS INTENDED
	FOR USE IN ACCORDANCE WITH ASTM D 2843
	AND SHALL CONFORM TO ONE OF THE
	FOLLOWING COMBUSTIBILITY
	CLASSIFICATIONS:
	CLASS CC1: PLASTIC MATERIALS THAT HAVE A
	BURNING EXTENT OF 1 INCH (25 MM) OR LESS
	WHERE TESTED AT A NOMINAL THICKNESS OF
	0.060 INCH (1.5 MM), OR IN THE THICKNESS
	INTENDED FOR USE, IN ACCORDANCE WITH
	ASTM D 635,
	CLASS CC2: PLASTIC MATERIALS THAT HAVE A
	BURNING RATE OF 2.5 INCHES PER MINUTE
	(1.06 MM/S) OR LESS WHERE TESTED AT A
	NOMINAL THICKNESS OF 0.060 INCH (1.5
	MM), OR IN THE THICKNESS INTENDED FOR
	USE, IN ACCORDANCE WITH ASTM D 635.

	2606.5 STRUCTURAL REQUIREMENTS.
	LIGHT-TRANSMITTING PLASTIC MATERIALS IN
	THEIR ASSEMBLY SHALL BE OF ADEQUATE
	STRENGTH AND DURABILITY TO WITHSTAND THE
	LOADS INDICATED IN CHAPTER 16 .
	TECHNICAL DATA SHALL BE SUBMITTED TO
	ESTABLISH STRESSES, MAXIMUM UNSUPPORTED
	SPANS AND SUCH OTHER INFORMATION FOR THE
	VARIOUS THICKNESSES AND FORMS USED AS
	DEEMED NECESSARY BY THE BUILDING
	OFFICIAL.

	2606.6 FASTENING.
	FASTENING SHALL BE ADEQUATE TO WITHSTAND
	THE LOADS IN CHAPTER 16 . PROPER
	ALLOWANCE SHALL BE MADE FOR EXPANSION
	AND CONTRACTION OF LIGHT-TRANSMITTING
	PLASTIC MATERIALS IN ACCORDANCE WITH
	ACCEPTED DATA ON THE COEFFICIENT OF
	EXPANSION OF THE MATERIAL AND OTHER
	MATERIAL IN CONJUNCTION WITH WHICH IT IS EMPLOYED.

	2606.7.4 FIRE SUPPRESSION SYSTEM.
	IN BUILDINGS THAT ARE EQUIPPED
	THROUGHOUT WITH AN AUTOMATIC SPRINKLER
	SYSTEM IN ACCORDANCE WITH SECTION
	903.3.1.1 , PLASTIC LIGHT-DIFFUSING
	SYSTEMS SHALL BE PROTECTED BOTH ABOVE
	AND BELOW UNLESS THE SPRINKLER SYSTEM
	HAS BEEN SPECIFICALLY APPROVED FOR
	INSTALLATION ONLY ABOVE THE
	LIGHT-DIFFUSING SYSTEM. AREAS OF
	LIGHT-DIFFUSING SYSTEMS THAT ARE
	PROTECTED IN ACCORDANCE WITH THIS
	SECTION SHALL NOT BE LIMITED.

	29)A5.82/ A5.83
	ARCHITECTURAL PLANS DO
	NOT INDICATE ENOUGH DETAILS NOR DOES THE STRUCTURAL
	PLANS. ADDITIONAL INFORMATION REQUIRED.106.1.2*
	ADDITIONAL DATA.

	30)A5.92 NEW ELEVATOR TOWER:
	1406.2.2
	ARCHITECTURAL TRIM. IN BUILDINGS OF TYPE
	I, II, III AND IV CONSTRUCTION THAT DO
	NOT EXCEED THREE STORIES OR 40 FEET (12
	192 MM) IN HEIGHT ABOVE GRADE PLANE,
	EXTERIOR WALL COVERINGS SHALL BE
	PERMITTED TO BE CONSTRUCTED OF WOOD
	WHERE PERMITTED BY SECTION 1405.4 OR
	OTHER EQUIVALENT COMBUSTIBLE MATERIAL.

	31) A6.06 DETAIL# 2, THE HANDRAIL AT THE
	BOTTOM OF THE STAIRS MISSING HORIZONTAL
	EXTENTION.11-4.9.4(2)IF HANDRAILS
	ARE NOT CONTINUOUS, THEY SHALL EXTEND AT
	LEAST 12 INCHES (305 MM) BEYOND THE TOP
	RISER AND AT LEAST 12 INCHES (305 MM)
	PLUS THE WIDTH OF ONE TREAD BEYOND THE
	BOTTOM RISER. AT THE TOP, THE EXTENSION
	SHALL BE PARALLEL WITH THE FLOOR OR
	GROUND SURFACE. AT THE BOTTOM, THE
	HANDRAIL SHALL CONTINUE TO SLOPE FOR A
	DISTANCE OF THE WIDTH OF ONE TREAD FROM
	THE BOTTOM RISER; THE REMAINDER OF THE
	EXTENSION SHALL BE HORIZONTAL [SEE
	FIGURE 11-19 (C) AND FIGURE 11-19 (D)].
	HANDRAIL EXTENSIONS SHALL COMPLY WITH
	SECTION 11-4.4 .

	32A) A8.71 DETAIL# 8 INDICATES A TYPICAL
	RESTROOM DETAIL WHEREAS IT DEPICTS A
	BREAKROOM.

	32B) SAME DETAIL INDICATES A SINK HEIGTH
	OF 36" IN HEIGTH.
	11-4.24.2 SINKS, HEIGHT. SINKS SHALL
	BE MOUNTED WITH THE COUNTER NO HIGHER
	THAN 34" ABOVE THE FINISH FLOOR.
	11-4.24.3 KNEE CLEARENCE THAT IS AT
	LEAST 27" HIGH 30" WIDE, AND 19" DEEP
	SHALL BE PROVIDED UNDERNEATH SINKS.

	32C) DETAIL (1 & 2), PLEASE INDICATE THE
	CLEAR FLOOR SPACE REQUIREDFOR THE
	LAVATORY. 11-4.19.3 CLEAR FLOOR SPACE.
	A CLEAR FLOOR SPACE 30 INCHES BY 48
	INCHES (760 MM BY 1219 MM) COMPLYING
	WITH SECTION 11-4.2.4 SHALL BE PROVIDED
	IN FRONT OF A LAVATORY TO ALLOW FORWARD
	APPROACH. SUCH CLEAR FLOOR SPACE SHALL
	ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
	AND SHALL EXTEND A MAXIMUM OF 19 INCHES
	(485 MM) UNDERNEATH THE LAVATORY (SEE
	FIGURE 11-32 ).

	33) A10.16 /A1.16 PLANS INDICATE OPEN TO
	BELOW, SECTION A5.62 DETAIL 2 INDICATES
	THE ROOF LEDGE BUT NOT THE ACTUAL
	OPENING, TO WHERE?

	34) S0.01
	34A) PLANS INDICATE THE DESIGN TO ASCE
	7-02 BUT THE PRESSURES INDICATED DO NOT
	ILLUSTRATE THE PRESSURES FOR WIND ZONES
	1,2 AND 3 FOR THE ROOF ZONES AND ZONES 4
	& 5 FOR THE INTERIOR WALL AND WALL END
	ZONES. 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.

	34B)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) FIXED WINDOWS
	B) STOREFRONT WINDOWS/SPANDREAL
	C) SKYLIGHTS
	D) MULLIONS
	E) EXTERIOR METAL DOORS SINGLE/ PAIRS
	F) EXTERIOR GLAZED DOORS
	G) ROLL UP DOORS
	H) WALL LOUVERS
	I) EFIS EXTERIOR INSULATION FINISH
	SYSTEM/ DENSEGLASS
	J) ROOF ASSEMBLIES

	35)1009.5.3 STAIR IDENTIFICATION.
	AN APPROVED SIGN SHALL BE LOCATED AT
	EACH FLOOR LEVEL LANDING IN ALL ENCLOSED
	STAIRWAYS OF BUILDINGS FOUR OR MORE
	STORIES IN HEIGHT. THE SIGN SHALL
	INDICATE THE FLOOR LEVEL AND THE
	AVAILABILITY OF ROOF ACCESS FROM THAT
	STAIRWAY AND AN IDENTIFICATION OF THE
	STAIRWAY. THE SIGN SHALL ALSO STATE THE
	FLOOR LEVEL OF AND DIRECTION TO EXIT
	DISCHARGE. THE SIGN SHALL BE LOCATED
	APPROXIMATELY 5 FEET (1524 MM) ABOVE THE
	FLOOR LANDING IN A POSITION WHICH IS
	READILY VISIBLE WHEN THE DOOR IS IN THE
	OPEN OR CLOSED POSITION. THE FLOOR LEVEL DESIGNATION
	SHALL ALSO BE TACTILE IN
	ACCORDANCE WITH CHAPTER 11 .

	36) PROVIDE ADDITIONAL INFORMATION
	INDICATING COMPLIANCE WITH:
	1019.1.8 SMOKEPROOF ENCLOSURES.
	IN BUILDINGS REQUIRED TO COMPLY WITH
	SECTION 403 OR 405, EACH OF THE EXITS OF
	A BUILDING THAT SERVES STORIES WHERE THE
	FLOOR SURFACE IS LOCATED MORE THAN 75
	FEET (22 860 MM) ABOVE THE LOWEST LEVEL
	OF FIRE DEPARTMENT VEHICLE ACCESS OR
	MORE THAN 30 FEET (9144 MM) BELOW THE
	LEVEL OF EXIT DISCHARGE SERVING SUCH
	FLOOR LEVELS SHALL BE A SMOKEPROOF
	ENCLOSURE OR PRESSURIZED STAIRWAY IN
	ACCORDANCE WITH SECTION 909.20 .

	1019.1.8.1 ENCLOSURE EXIT.
	A SMOKEPROOF ENCLOSURE OR PRESSURIZED
	STAIRWAY SHALL EXIT INTO A PUBLIC WAY OR
	INTO AN EXIT PASSAGEWAY, YARD OR OPEN
	SPACE HAVING DIRECT ACCESS TO A PUBLIC
	WAY. THE EXIT PASSAGEWAY SHALL BE
	WITHOUT OTHER OPENINGS AND SHALL BE
	SEPARATED FROM THE REMAINDER OF THE
	BUILDING BY 2-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION.

	37) PLANS DO NOT PROVIDE INFORMATION AS
	TO ENCLOSED PARKING GARAGES: 406.4.2
	VENTILATION.
	A MECHANICAL VENTILATION SYSTEM SHALL BE
	PROVIDED IN ACCORDANCE WITH THE FLORIDA
	BUILDING CODE, MECHANICAL .

	38) ELEVATORS 7&8:

	38A) 3003.6.1 VENTS. HOISTWAYS OF ELEVA-
	TORS SERVING MORE THAN 3 FLOORS SHALL BE
	PROVIDED WITH MEANS OF VENTING SMOKE AND
	HOT GASES TO THE OUTER AIR IN CASE OF
	FIRE.

	38B) 3003.6.2 VENTS SHALL BE LOCATED
	BELOW THE FLOOR OR FLOORS AT THE TOP OF
	THE HOISTWAY, AND SHALL BE EITHER DIR-
	ECTLY TO THE OUTER AIR OR THROUGH NON-
	COMBUSTIBLE DUCTS TO THE OUTER AIR.

	39) NORTH ELEVATOR:
	39A)3003.6.1 VENTS. HOISTWAYS OF
	ELEVA- TORS SERVING MORE THAN 3 FLOORS
	SHALL BEPROVIDED WITH MEANS OF VENTING
	SMOKE AND HOT GASES TO THE OUTER AIR IN
	CASE OF FIRE.

	39B) 3003.6.2 VENTS SHALL BE LOCATED
	BELOW THE FLOOR OR FLOORS AT THE TOP OF
	THE HOISTWAY, AND SHALL BE EITHER DIR-
	ECTLY TO THE OUTER AIR OR THROUGH NON-
	COMBUSTIBLE DUCTS TO THE OUTER AIR.

	40)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.

	NOTE: WITH THE RESPONCE COMMENTS FROM
	THIS REVIEW, ADDITONAL COMMENTS MAY
	APPEAR ON THE NEXT REVIEW.

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

Review Stop	E			ELECTRICAL
Rev No	23	Status	P	Date	2008-08-25			Cont ID
Sent By	dpalmer			Date	2008-08-25	Time	13:49	Rev Time	0.00
Received By	dpalmer			Date	2008-08-25	Time	13:49	Sent To

Notes

2008-08-25 13:49:43	REVISIONS




	1) NOTE:PLANS SUBMITTED WERE NOT PLACED INTO SETS
	WITH OLD SHEETS REMOVED WITH NEW SHEETS INSERTED. THIS
	WAS DONE BY THIS REVIEWER FOR FILE SET ONLY.
	ALL SHEETS IN CONTRACTOR SET(S) ARE NOT IN ORDER. SOME
	SHEETS ARE STAMPED AND SOME ARE NOT DUE TO OTHER
	REVISED SHEETS IN SETS WHICH SUPERCEDE PLAN SHEETS.

	FEE BALANCE OF $80 IS DUE FOR PAGES SUBMITTED AFTER THE
	SUBMITTAL DATE OF 8/14/08.
	ALSO OWES FOR REVISED CALCULATIONS.

	2) NO GROSS ERRORS IN REVISED ENERGY CALCULATIONS.

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



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

Review Stop	E			ELECTRICAL
Rev No	22	Status	F	Date	2008-07-16			Cont ID
Sent By	dpalmer			Date	2008-07-16	Time	12:59	Rev Time	0.00
Received By	dpalmer			Date	2008-07-16	Time	12:59	Sent To	PC

Notes

2008-07-16 12:59:54	DENIEDREVISIONS


	1) NOTE:AS STATED ON PREVIOUS REVIEWS, MEETINGS,
	PHONE CALLS AND E-MAILS. PLEASE BE SURE TO UPDATE
	LIGHTING ON PLANS, UPDATE FIXTURE LEGEND AND BE SURE
	ALL LIGHTING ON PLANS IS PLACED INTO THE ENERGY
	CALCULATIONS AS REQUIRED BY THE FBC CHAPTER 13. 13-400,
	13-101, 13-415.2, 13-415.2.ABC.1.1, .1.2 AND .1.3.
	PLEASE SEE SOME EXAMPLES WILL BE GIVEN BELOW AS A
	BENEFIT.
	THIS IS NOT AN EXHAUSTED LIST.

	FOR EXAMPLE:
	PLEASE TAKE A LOOK AT THE FIXTURE LEGEND. PLEASE SEE
	PLANS AS THERE ARE NUMEROUS FIXTURES ON PLANS WHICH ARE
	NOT LISTED ON THE FIXTURE LEGEND ON SHEET E3.02. SOME
	OF THESE ARE LG, ED, EE, LB, LC, EA, EB ETC.
	HOW CAN A REVIEW OF ENERGY CALCULATIONS BE VERIFIED
	WHEN THE WATTAGE OF FIXTURES ARE NOT SHOWN?

	FOR EXAMPLE:
	PLEASE SEE SHEET E1.00. THERE ARE 250W, 400W FIXTURES.
	THERE ARE NO 400W OR 250W FIXTURES AT ALL IN THE INPUT
	DATA REPORT ON THE SUBMITTED ENERGY CALCULATIONS. THESE
	ARE NOT THE ONLY FIXTURES. PLEASE TAKE A LOOK AT THE
	EXAMPLE ABOVE.

	** HOW CAN CALCULATIONS BE COMPLETE, ACCURATE AND
	VERIFIEDIF THE PLANS ARE NOT COMPLETE OR COORDINATE
	TO DATE?

	FOR EXAMPLE:
	IT WAS PREVIOUSLY MENTIONED BY THE MECHANICAL REVIEWER
	AND THIS REVIEW TO ALSO MAKE SURE ALL BUILDING
	COMPONENTS ON PLANS ARE PLACED INTO THE ENERGY
	CALCULATIONS. THERE WILL BE COMMENTS FROM OTHER TRADES
	AS SOME OF THESE ITEMS IN THE IDR ARE SEEN BY THIS
	REVIEWER.

	2) NOTE: PLEASE BE SURE ALL PERMITTED TENANT PLANS FOR
	KNOWN LOADS, LIGHTING USE ETC ARE REVISED INTO THE BASE
	BUILDING.
	FOR EXAMPLE:
	CLEVELAND CLINIC AT BOTH LOCATIONS.
	NEC 220, FBC 13-415.2
	FBC 106.1.1, 106.5 FOR CLARITY AND RECORD SETS OF
	PLANS.

	3) NOTE: PLEASE BE SURE THE ENGINEER RAISED SEAL IS
	PLACED TO THE FRONT ON SHEETS. THESE DOCUMENTS ARE
	SCANNED AND INFORMATION NEEDS TO FACE FORWARD TO BE
	EASILY READ AS PART OF THE RECORD PLANS. PLEASE SEE
	SHEETS E3.03.1 IN ALL THREE SETS ARE SEAL BACKWARDS.
	THIS IS NOT NECESSARILY A VIOLATION AS THE STATUTE DOES
	NOT SAY IF THE SEAL CAN BE ON THE BACK OF THE PLANS
	HOWEVER BASED ON SCANNING OF PLANS AND DOCUMENTS THESE
	NEED TO BE READ ETC.
	THE INTENT OF THE STATUTE IS THAT THE SEAL IS FACING
	THE FRONT OF PLANS ETC. THIS WAS CONFIRMED WITH THE
	BOARD OF ENGINEERS.





	IF THERE ARE ANY QUESTIONS, PLEASE CALL.


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

Review Stop	E			ELECTRICAL
Rev No	21	Status	F	Date	2008-07-16			Cont ID
Sent By	dpalmer			Date	2008-07-16	Time	12:57	Rev Time	0.00
Received By	dpalmer			Date	2008-07-16	Time	12:57	Sent To	M

Notes

2008-07-16 12:59:25

FAILED ENERGY CALCS, SEE REVIEW UNDER 7/16/08 REV #22

Review Stop	E			ELECTRICAL
Rev No	20	Status	P	Date	2008-06-16			Cont ID
Sent By	dpalmer			Date	2008-06-16	Time	08:32	Rev Time	0.00
Received By	dpalmer			Date	2008-06-16	Time	08:38	Sent To

Notes

2008-06-16 08:38:24	UL REPORTS FOR TRANSFER SWITCHES ONLY. OTHER UL REPORTS
	FOR GENERATOR( BI-FUEL), EXHAUST CONTROL PANEL AND
	BREAKER ENCLOSURE UNDER GEN PERMIT 0706.316.

Review Stop	E			ELECTRICAL
Rev No	19	Status	F	Date	2008-05-27			Cont ID
Sent By	dpalmer			Date	2008-05-27	Time	09:06	Rev Time	0.00
Received By	dpalmer			Date	2008-05-27	Time	09:06	Sent To	PC

Notes

2008-05-27 09:06:30	DENIED REVIEW

	1) NOTE: PLEASE SUPPLY INFORMATION OR PROVIDE THE
	FOLLOWING DETAILS/CORRECTIONS.

	A) FINAL REPORT FOR CIRCUIT BREAKER ENCLOSURE: PLEASE
	COORDINATE AIC RATINGS AS LISTED FOR BREAKER AT
	GENERATOR/OUTPUT AND CIRCUIT BREAKER WITH PLANS
	SUBMITTED AND ON FILE. PLEASE ALSO SEE THE ORIGINAL
	GENERATOR SPECS INDICATE A AIC RATING HIGHER THAN WHAT
	IS NOTED IN REPORT.
	PLEASE ALSO OBTAIN AT LEAST ONE COPY WHICH CONTAINS AN
	ORIGINAL SIGNATURE TO BE PLACED IN FILE OF PROJECT AT
	THE CITY. 110.3, 90.7, FBC 106.1.2, 106.5

	B) FINAL REPORT FOR EXHAUST FAN CONTROL PANEL.
	PLEASE OBTAIN AT LEAST ONE COPY WHICH CONTAINS AN
	ORIGINAL SIGNATURE TO BE PLACED IN FILE OF PROJECT AT
	THE CITY. 110.3, 90.7, FBC 106.1.2, 106.5

	C) FINAL REPORT FORMODIFIED 3000A TRANSFER SWITCH:
	PLEASE PROVIDE CORRECTIONS ON ITEMS IN SECTION 7 OF UL
	REPORT. PLEASE LIST DATES, TIMES, VERIFICATION WHEN AND
	HOW THESE ITEMS WERE ADDRESSED. THE ITEMS WHICH WERE
	ADDRESSED PRIOR TO THE FINAL UL REPORT NEED ONLY TO BE
	VERIFIED IN FIELD AS THESE ARE ITEMS LISTED AS
	CORRECTED.
	PLEASE SEE THERE ARE ITEMS SUCH AS WIRING ON SHARP
	EDGES WHICH DOES NOT STATE WHETHER OR NOT THESE
	CORRECTIONS WERE MADE OR VERIFIED.
	PLEASE ALSO OBTAIN AT LEAST ONE COPY WHICH CONTAINS AN
	ORIGINAL SIGNATURE TO BE PLACED IN FILE OF PROJECT AT
	THE CITY. 110.3, 90.7, FBC 106.1.2, 106.5

	D) FINAL REPORT FOR MODIFIED 4000A TRANSFER SWITCH:
	PLEASE OBTAIN AT LEAST ONE COPY WHICH CONTAINS AN
	ORIGINAL SIGNATURE TO BE PLACED IN FILE OF PROJECT AT
	THE CITY. 110.3, 90.7, FBC 106.1.2, 106.5

	E) FINAL REPORT FOR BI-FUEL ASSEMBLY ADDED TO UL LISTED
	2200 DIESEL GENERATOR.
	PLEASE KNOW THE APPROVAL OF THIS PRODUCT IS NOT BY THIS
	OFFICE. COMPLIANCE WITH LISTING STANDARD, NFPA-70, AND
	NFPA-110 IS THE RESPONSIBILITY OF THE ENGINEER OF
	RECORD, ELECTRICAL CONTRACTOR, GAS CONTRACTOR AND
	GENERAL CONTRACTOR OF PROJECT. THIS OFFICE WILL ONLY
	VERIFY ITEMS AS NOTED IN REPORT ARE IN FACT LISTED AS
	STATED. PLEASE ALSO OBTAIN AT LEAST ONE COPY WHICH
	CONTAINS AN ORIGINAL SIGNATURE TO BE PLACED IN FILE OF
	PROJECT AT THE CITY. 110.3, 90.7, FBC 106.1.2, 106.5

	PLEASE SUBMIT THE ABOVE INFORMATION FOR REVIEW. IF
	THERE ARE ANY QUESTIONS OR COMMENTS PLEASE DO NOT
	HESITATE IN CONTACTING THIS OFFICE.


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

Review Stop	E			ELECTRICAL
Rev No	18	Status	F	Date	2008-05-16			Cont ID
Sent By	dpalmer			Date	2008-05-16	Time	12:07	Rev Time	0.00
Received By	dpalmer			Date	2008-05-16	Time	12:07	Sent To	B

Notes

2008-05-16 12:07:50	DENIED

	1) NOTE: PLEASE SEE THE SUBMITTED ENERGY CALCULATIONS
	ARE NOT COMPLIANT AT THIS TIME.
	PLEASE SEE THE FOLLOWING ITEMS WHICH NEED TO BE
	ADDRESSED.

	A) PLEASE BE SURE TO COMPLETE THE CERTIFICATE SHEETS
	WITH ALL DESIGNER INFORMATION, SIGNED, DATED AND SEALED
	AS REQUIRED UNDER FBC 13-103.1.1.1. THE PERSON LISTED
	AS THE PREPARER IS REQUIRED UNDER FLORIDA STATUTES AND
	FLORIDA BUILDING CODE TO BE A LICENSED ENGINEER. ALL
	INFORMATION IS CURRENTLY BLANK FOR THE RESPONSIBLE
	DESIGNER(S).

	B) PLEASE KNOW THAT ALL INFORMATION, BUILDING
	COMPONENTS, LIGHTING ETC ON PLANS NEEDS TO BE PLACED ON
	THE INPUT DATA REPORT. ALL INFORMATION ON PLANS NEEDS
	TO COORDINATE WITH THE UNKNOWN AND KNOWN ON THIS
	PROJECT. THE INPUT DATA REPORT WILL BE NOTED AS IDR FOR
	THE REMAINDER OF THIS COMMENT.
	FOR EXAMPLE:

	PLEASE SEE THE EXTERIOR LIGHTING ON THE PLANS/PROJECT
	DOES NOT CORRELATE WITH THE IDR. THE IDR SHOWS ALL
	OUTSIDE/EXTERIOR LIGHTING AS 32W FIXTURES. HOW IS THIS
	POSSIBLE WHEN THE FIXTURES ON THE PLANS ARE CLEARLY A
	MUCH HIGHER WATTAGE? ONE FIXTURE ALONE AS AN EXAMPLE IS
	FIXTURE EN. PLANS CLEARLY INDICATE THIS FIXTURE WITH
	A 150VA/WATT RATING. PLEASE SEE 13-415.2.ABC.1.1, .1.2
	AND .1.3. THE WATTAGE/VA RATING REQUIRED BY CODE TO BE
	USED IS THE RATING OF THE FIXTURE. THIS IS ONLY ONE
	FIXTURE AND THERE ARE SEVERAL OTHERS. PLEASE BE SURE
	THE FIXTURE COUNT OF ALL EXTERIOR FIXTURES ARE GONE
	OVER.
	THE LIGHTING FOR THE INTERIOR OF THE IDR ALSO DOES NOT
	COORDINATE. PLEASE TAKE A LOOK AT THE PARKING GARAGE
	FIXTURES AND WATTAGES. THESE DO NOT CORRELATE WITH THE
	NUMBER OF FIXTURES ON PLANS OR THE WATTAGES BASED ON
	THE LATEST REVISED PLANS SUBMITTED AND ON FILE WITH
	THIS DEPARTMENT.
	*** IMPORTANT, PLEASE SEE THE LIGHTING FOR ALL TENANTS
	UNDER PERMIT IN THIS BUILDING ALSO NEEDS TO COORDINATE
	WITH THE IDR.

	** THESE ARE ONLY TWO EXAMPLES AND IS NOT AND
	EXHAUSTIVE LIST. THERE ARE MANY OTHERS.
	** PLEASE SEE SOME FLOORS/ZONES AND THE INFORMATION ON
	THE IDRALSO NEED COORDINATING WITH THE PLANS.
	** PLEASE ALSO SEE COMMENTS FROM BUILDING REVIEWER AS
	ALL BUILDING COMPONENTS ARE ALSO IN NEED OF
	COORDINATING. AS A *HEADS-UP FOR INFORMATION ONLY AND
	DOES NOT CONSTITUTE AS A BUILDING REVIEW: ONE EXAMPLE
	IS EXTERIOR DOORS.

	2) NOTE: PLEASE SEE THAT ALL KNOWN ELECTRICAL LOADS ON
	THE BASE BUILDING FOR TENANT SPACES NEEDS TO BE ON BASE
	BUILDING PLANS AND LOAD CALCULATIONS. THE FOLLOWING ARE
	TWO EXAMPLES ONLY. PLEASE BE SURE TO OBTAINED *ALL
	LATEST* REVISED LOADS ON TENANT SPACES. SOME OF THESE
	HAVE BEEN REVISED AS RECENTLY AS ONE WEEK BEFORE THIS
	REVIEW.
	PLEASE SEE TWO TENANTS ARE JB HANAUER AND NTECH. LOADS
	SUBMITTED AND SHOWN ON BOTH OF THESE TENANTS ARE HIGHER
	THAN THE LOADS SHOWN AND FIGURED INTO THE BASE BUILDING
	CALCULATIONS SUBMITTED.
	PLEASE KNOW THESE ARE TWO EXAMPLES ONLY AND ARE NOT A
	EXHAUSTED LIST.

	3) NOTE: PLEASE BE SURE THE METHODS OF CONTROLS ON THE
	IDR ARE COORDINATED WITH PLANS. PLEASE KNOW THERE MANY
	WHICH ARE SHOWN AS MANUAL ON/OFF WHEN IN FACT THE
	PLANS CLEARLY INDICATE AUTOMATED SYSTEMS AS REQUIRED BY
	FBC CHAPTER 13.
	FBC 106.1.2 FOR COORDINATION ALONG WITH CHAPTER 13.

	4) NOTE: PLEASE SEE A PREVIOUS REVIEW COMMENT FROM JAKE
	LEAHY MENTIONS A NEED TO VERIFY CHAPTER 13 COMPLIANCE
	WITH OUTSIDE LIGHTING.
	PLEASE SEE 13-415.1.ABC.1.4 FOR CONTROLS AND UPDATE.
	EXTERIOR LIGHTING COMPLIANCE WITH NOTE #1 IS ALREADY
	COMMENTED ON.
	1

	** 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 DEPARTMENT
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	17	Status	F	Date	2008-02-27			Cont ID
Sent By	jleahy			Date	2008-02-27	Time	07:09	Rev Time	4.30
Received By	jleahy			Date	2008-02-27	Time	06:58	Sent To

Notes

2008-02-27 07:05:42	1. PG. E1.01AEF-9 HAS NO BRANCH CIRCUIT NUMBER.

	2. PG. E1.06 CLOUD ON DRAWINGS IN HALLWAY SHOWS NO
	CHANGE FROM ORIGINAL PLAN??

	3. PG. E3.02 EF-9 NOT SHOWN ON MECHANICAL SCHEDULE.

	4. PG. E3.02 P3 SHOWN ON SCHEDULE, NO PANEL SCHEDULE
	SUBMITTED TO REFLECT CHANGE.

	5. PG. E3.02 CIF4 SHOWN ON SCHEDULE, NO PANEL SCHEDULE
	SUBMITTED TO REFLECT CHANGE.

Review Stop	E			ELECTRICAL
Rev No	16	Status	P	Date	2008-03-09			Cont ID
Sent By	jleahy			Date	2008-03-09	Time	21:57	Rev Time	3.00
Received By	jleahy			Date	2008-03-08	Time	21:57	Sent To

Notes

2008-03-09 21:59:10	THIS SET IS REVISION #37JLEAHYNEED TO CHECK TO SEE
	IF CHAPTER 13 OF FBC WILL APPLY TO OUTSIDE LIGHTING
	SUBMITTED IN THIS REVISION.

	BASED ON THE ELECTRICAL REVIEW THIS SET IS OK, BUT MAY
	NEED TO BE REVIEWED PER CHAPTER 13 OF THE FBC.
2008-02-16 16:15:06	2008-02-16 16:15:06

	*** ELECTRICAL REVISIONS SUBMITED 2/13/08 HAVE BEEN
	ROUTED TO JAKE LEAHY CHIEF ELECTRICAL INSPECTOR FOR
	REVIEW.

Review Stop	E			ELECTRICAL
Rev No	15	Status	P	Date	2007-12-25			Cont ID
Sent By	dpalmer			Date	2007-12-25	Time	08:56	Rev Time	0.00
Received By	dpalmer			Date	2007-12-25	Time	08:56	Sent To	PC

Notes

2007-12-25 08:58:22	REV'S SUBMITTED OK,

	REDLINED SHEETS AS LOW VOLTAGE FOR SECURITY IS TO BE
	UNDER SEPARATE PERMITS. LVIS NIC.

	REV #31 SHEETS E101.A,1.02, 1.03, 1.04, 1.05 AND 3.06

Review Stop	E			ELECTRICAL
Rev No	14	Status	N	Date	2008-01-03			Cont ID
Sent By	dpalmer			Date	2007-12-12	Time	09:29	Rev Time	0.00
Received By	dpalmer			Date	2007-12-12	Time	09:29	Sent To	P

Notes

2007-12-12 09:29:54	*** SUBMITTAL FOR WATER FEATURE NOT NEEDED!!!

Review Stop	E			ELECTRICAL
Rev No	13	Status	P	Date	2007-12-11			Cont ID
Sent By	dpalmer			Date	2007-12-11	Time	16:34	Rev Time	0.00
Received By	dpalmer			Date	2007-12-06	Time	12:44	Sent To	PC

Notes

2007-12-11 16:35:13	BASE BLDG REV'S.

	E1.00, 1.01A, 1.05, 1.06, 3.05, 3.06

Review Stop	E			ELECTRICAL
Rev No	12	Status	N	Date				Cont ID
Sent By				Date		Time		Rev Time	0.00
Received By	dpalmer			Date	2007-10-27	Time	10:13	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	11	Status	P	Date	2007-09-09			Cont ID
Sent By	dpalmer			Date	2007-09-09	Time	11:01	Rev Time	0.00
Received By	dpalmer			Date	2007-09-09	Time	09:38	Sent To	PC

Notes

2007-09-09 11:03:14	2007-09-09 11:03:14

	ELECTRICAL REVISIONS REV #19. (MAINLY REV'S FOR EXHAUST
	FANS/DAMPERS MU AIR)

	THE PROVISO NOTES FROM PREVIOUS REVIEW STILL REMAIN.

Review Stop	E			ELECTRICAL
Rev No	10	Status	P	Date	2007-08-12			Cont ID
Sent By	dpalmer			Date	2007-08-12	Time	13:57	Rev Time	0.00
Received By	dpalmer			Date	2007-08-12	Time	13:57	Sent To	PC

Notes

2007-08-12 13:57:35	PROVISO

	CONDITIONS ISSUED FOR PLANS SUBMITTED, PERMIT FOR BASE
	BUILDING AND EQUIPMENT BEING INSTALLED.

	PLEASE SEE THE FOLLOWING SHEETS HAVE BEEN REDLINED WITH
	NOTES TO SEE PROVISO AS WILL BE ATTACHED TO THE SHEET
	E0.01.

	1) NOTE: PLEASE SEE THAT REVISED GENERATOR SPECS/CUT
	SHEETS AND SUBMITTAL LETTER IS TO BE SUBMITTED. THIS
	HAS NOT BEEN SUBMITTED UNDER THE BASE BUILDING PERMIT
	AND WILL BE REQUIRED BEFORE ISSUANCE OF THE
	GENERATOR(S) PERMIT.
	RESPONSE MENTIONS THAT THE CONTRACTOR HAS ASSURED
	DESIGN THESE WERE SUBMITTED, HOWEVER THESE WERE NOT
	LOCATED ON THIS REVISION OR OTHER PREVIOUS REVISIONS AS
	SUBMITTED. THE DOCUMENTS AS SUBMITTED UNDER THE
	GENERATOR PERMIT APPLICATION WERE NOT COMPLETE.
	PLEASE KNOW THAT THE BI-FUEL UNITS WILL BE REQUIRED TO
	BE LISTED AND INDICATE EPA CERTIFICATION AS AGREED IN
	MEETING WITH DESIGN TEAM REPRESENTATIVE MR. DAVE ALLEN
	PE.
	NEC 110.3, 90.7.
	FBC 106.1.2

	2) NOTE: PLEASE SUBMIT REVISED ENERGY CALCULATIONS FOR
	BASE BUILDING AS THE TENANT BUILD OUTS WERE NOT PART OF
	THE BASE BUILDING AND THE ORIGINAL ASSUMPTIONS MAY NO
	LONGER BE USED ONCE A SPECIFIC DESIGN IS SET-FORTH.
	PLEASE REVISE ACCORDINGLY FBC 13-415.1.A, 13-415.1.B
	AND 13-415.1.C.
	13-103.1.1.1
	**THESE ARE REQUIRED TO BE REVISED, SUBMITTED, STAMPED
	AND ON-SITE FOR INSPECTOR BEFORE APPLYING FOR TCO **


	3) NOTE: PLEASE BE SURE TO REVISE ALL FLOOR LAYOUTS AND
	LOAD CALCULATIONS WITH THE SPECIFICS TO EACH FLOOR AND
	ALL LOADS FROM BUILD OUTS WITH KNOWN LOADS.
	PLEASE SEE THAT MANY FLOORS WILL BE REVISED DUE TO
	TENANT BUILD OUTS.
	**THESE ARE REQUIRED TO BE REVISED, SUBMITTED, STAMPED
	AND ON-SITE FOR INSPECTOR BEFORE APPLYING FOR TCO **

	4) NOTE: REDLINED NOTE ON E0.03, AS THE NOTE STILL
	STATES ALL DUCT BANKS ARE TO CONTAIN SAND* THIS IS
	NOT THE CASE AS SOME ARE CONCRETE ENCASED.
	NO CORRECTION IS NEEDED AS THIS WAS ONLY REDLINED AND
	NOTED.


	** PLEASE KNOW THAT THE ABOVE NO WAY INDICATES THAT ALL
	OTHER TYPES OF REVISIONS SHOULD, NEED OR ONLY NEED BE
	SUBMITTED BEFORE TCO. THERE MAY BE SEVERAL CHANGES ON
	SITE WHICH WILL STILL BE REQUIRED TO BE SUBMITTED
	DURING THE PROJECT.

	**THE CONDITIONS WITH THE CONSTRUCTION BOARD OF APPEALS
	ARE REQUIRED TO BE MET FOR PROJECT FOR ALL AS APPLIED
	BY THE CONTRACTOR/OWNER/DEVELOPER FOR EACH FLOOR OF
	THIS BUILDING.


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

Review Stop	E			ELECTRICAL
Rev No	9	Status	F	Date	2007-07-05			Cont ID
Sent By	dpalmer			Date	2007-07-05	Time	14:46	Rev Time	0.00
Received By	dpalmer			Date	2007-07-04	Time	12:36	Sent To	I

Notes

2007-07-05 14:47:08	2007-07-05 14:47:08
	UNSAT

	** PLEASE SEE SOME COMMENTS FROM PREVIOUS REVIEW ARE
	STILL IN NEED OF ADDRESSING.
	PLEASE ALSO SEE NEW COMMENTS.

	1) NOTE: PLEASE SEE THE NEW LANDSCAPE PLANS SUBMITTED
	IN FACT CONTAIN A RAISED SEAL OVER A PHOTO-COPIED
	SIGNATURE ON ALL THREE SETS. PLEASE SEE FS 481.221.
	THIS COMMENT HAS BEEN MADE MANY TIMES WITH DIFFERENT
	DESIGNERS ON THIS PROJECT YET PLANS CONTINUE TO COME IN
	WITH THESE SAME VIOLATIONS UNDER FLORIDA STATUTES. **
	PLANS ARE BEING RETAINED AND WILL BE PLACED WITH
	PREVIOUS PLANS RETAINED BY THIS OFFICE FOR THE SAME
	COMMENT.
	** PLANS MAY BE TURNED OVER TO THE STATES LEGAL COUNSEL
	TO THE BOARD OF ARCHITECTS OR FLORIDA BOARD OF
	PROFESSIONAL ENGINEERS.
	THIS COMMENT SHOULD HAVE TO BE REPEATED.
	PLEASE BE SURE ALL PLANS WHEN SUBMITTED CONTAIN AN
	ORIGINAL, SIGNATURE, DATE AND RAISED SEAL.

	2) NOTE: PLEASE SEE NO REVISED ENERGY CALCULATIONS WERE
	SUBMITTED AS PREVIOUSLY REQUESTED DUE TO THE NUMEROUS
	CHANGES TO PLANS AND LIGHTING.
	FBC CHAPTER 13 13-415.1.A,
	13-103.1.1.1

	3) NOTE: PLEASE REVISE AND COORDINATE ALL ELECTRICAL
	PLANS FOR EACH FLOOR WITH THATOF THE SHEETS FOR
	BUILD-OUT PERMITS AND PLANS.
	PLEASE SEE THERE ARE TOO MANY ITEMS TO LIST AT THIS
	TIME BASED ON THE MULTIPLE SETS OF PLANS/ REVISIONS AND
	RESUBMITTED PLANS.
	FBC 106.1.2 ADMIN SECTION FOR COORDINATION.

	4) NOTE: PLEASE SEE REVISED SUBMITTALS FOR THE
	ATS/GENERATORS ETC WERE NOT SUBMITTED.
	PLEASE SEE THE SUPPORTING SHEET WHICH WAS THE ONLY
	SHEET SUBMITTED CONTAINS THREE STATEMENTS FROM THE
	GENERATOR MANUFACTURE AND ALL THREE STATEMENTS CONTAINS
	THE WORDING HOWEVER AND THEN GOES ON TO STATE
	WARRANTY MAY BE AFFECT BY CHANGES ETC TO EQUIPMENT.
	PLEASE PROVIDE THE DOCUMENTATION/LISTING STANDARD FROM
	WHICH THIS GENERATOR IS MANUFACTURED. PLEASE PROVIDE
	LETTERS AND SUPPORTING DOCUMENTATION FROM MANUFACTURES
	WITH RESPECT TO ADDING SPECIFIC AFTERMARKET EQUIPMENT
	AND SUPPORTING DOCUMENTATION FROM LISTING AGENCY WHICH
	ALLOWS THIS.
	THESE ARE LEGALLY REQUIRED AND LIFE SAFETY REQUIRED
	UNITS.
	110.3, 90.7, 700, 701 ETC.
	FBC 106.1.2

	5) NOTE: PLEASE SEE THE UNDERGROUND FEEDERS NOW
	INDICATE CLEAN FILL IN LIEU OF THE ALL PREVIOUS PLANS
	WHICH INDICATED THE REQUIRED CONCRETED ENCASEMENT OF
	THE FEEDERS.
	PLEASE SEE 700.9D(1)5. THIS OFFICE DOES NOT HAVE AN
	ISSUE WITH THE FEEDERS UNDER THE BUILDING WHICH ARE
	PROTECTED, HOWEVER THE FEEDERS FROM BUILDING TO
	GENERATOR ARE AND WILL BE REQUIRED TO BE ENCASED IN
	CONCRETE. THIS LOCATION HAS ALREADY HAD CONDUITS DUG UP
	AND DAMAGE FROM ON-SITE CONSTRUCTION. THESE ARE
	CONDUITS WHICH ARE REQUIRED FOR LIFE SAFETY AND ARE
	SHOWN ONLY AT A DEPTH OF 30INCHES.
	PLEASE REVISE PLANS TO INDICATE CONCRETE ENCASEMENT FOR
	ANY OF THESE CONDUITS.
	PLEASE CLARIFY DEPTH OF THE AA-AA BANK WHICH IS BEING
	SHOWN AT 22INCHES. 300.5

	6) NOTE: PLEASE SEE THERE ARE SEVERAL SHEETS WHICH
	CONTAIN REVISION WHICH ARE ONLY REVISION 15, YET
	REVISION 10 IS NOT INDICATED ON SHEETS. PLEASE SEE
	REVISION 15 IS LABELED ON NUMEROUS SHEETS AS *BUILDING
	DEPT COMMENTS* WHEN THERE ARE NUMEROUS REVISIONS TO
	PLANS WHICH THIS DEPARTMENT HAD NO COMMENTS AND DID NOT
	ASK FOR THESE CHANGES. PLEASE REVISE ALL TITLE BLOCKS
	AND PLEASE INDICATE THE REVISIONS ON PLANS INCLUDING
	PREVIOUS REVISION IDENTIFICATIONS WHICH ARE NOT ON
	RECORD PLANS.
	FBC 106.1.2, 106.3.5.1.2
	SHEETS: E101A,102, 103,104,105,106 ETC. COORDINATE 115
	ETC.

	7) NOTE: PLEASE SEE SITE LIGHTING ON THIS LEGAL
	PROPERTY WHICH STILL DOES NOT INDICATE CIRCUITING.
	PLEASE SEE E1.00 AS ANY EXISTING LIGHTING POLES WHICH
	ARE NOW PART OF THIS SEPARATE LEGAL PROPERTY WILL BE
	REQUIRED TO BE CIRCUITED TO THIS BUILDING.
	FBC 106.1.2, 106.3.5.1.2
	408.4, 310.16.

	8) NOTE: PLEASE PROVIDE VD FOR CIRCUITS ON ROOF AND
	15TH FLOOR WHICH ARE BEING SHOWN FED FROM FIRST FLOOR
	LIGHTING PANEL.
	PLEASE CLARIFY CIRCUITS SL41A-16, 14 ETC WHICH FEED THE
	ROOF TOP LIGHTING AND LIGHTING FOR BUILDING
	ILLUMINATION.
	13-413.1. ABC.1.2
	** SUPPORTS ON THESE VERTICAL RUNS ARE STILL REQUIRED.
	300.19

	9) NOTE: PLEASE KNOW AS STATED ON PREVIOUS REVIEW: THE
	REVIEWS OF REVISIONS TO PLANS OTHER THAN THAT OF ITEMS
	PREVIOUSLY NOTED FOR CORRECTION WOULD BE MADE EASIER IF
	INDEED A LETTER OR FORM OF IDENTIFYING CHANGES MADE TO
	PLANS WAS SUBMITTED. EXAMPLE: PLEASE SEE REVISION #10
	TO E0.01, WHICH NOW INCLUDES A DIMMER, YET THIS DEVICE
	IS NOT EASILY REVISED OR LOCATED ON SHEETS SUBMITTED.
	FBC 106.1.2 PLEASE CLARIFY.

	* 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.

	** PLEASE BE SURE TO SEE ANY COMMENTS FROM OTHER TRADES
	WHICH MAY AFFECT ELECTRICAL PLANS AND DESIGN CHANGES.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]
2007-07-05 07:04:59	2007-07-05 07:04:59
	REVIEW IN PROGRESS
2007-07-04 12:37:47	2007-07-04 12:37:47
	1-ROLL OF PLANS REMOVED FROM INCOMING IN ELECTRICAL FOR
	REVIEW. PLANS WILL BE RETURNED TO INCOMING WAITING FOR
	COMM BOARD ONCE ELECTRICAL REVIEW IS COMPLETED.

Review Stop	E			ELECTRICAL
Rev No	8	Status	F	Date	2007-04-15			Cont ID
Sent By	dpalmer			Date	2007-04-15	Time	18:08	Rev Time	0.00
Received By	dpalmer			Date	2007-04-14	Time	16:02	Sent To

Notes

2007-04-15 18:08:44	UNSAT

	REVISIONS.

	1) NOTE: PLEASE SEE THAT LETTER OF SUBMITTED CHANGE OR
	INFORMATION ON CHANGES MADE WOULD BE HELPFUL IN THE
	REVIEW OF DOCUMENTS FOR CHANGES MADE.
	PLEASE KNOW THAT ALL CHANGES WHICH AFFECT THE BASE
	BUILDING UNDER THE TENANT BUILD OUTS WILL BE REQUIRED
	TO BE REVISED ON BASE BUILDING PLANS.
	THIS IS FOR ALL BUILD OUT AFFECTING BASE PLANS BEFORE
	CO OF MAIN BUILDING.
	PLEASE BE SURE TO COORDINATE WITH ANY ELECTRICAL
	REQUIREMENTS AND CHANGES REQUIRED FOR TENANT FIT UPS.
	FBC 106.3.5.1.2

	2) NOTE: PLEASE SUBMIT ALL MANUFACTURE SPECS/CUT SHEETS
	FOR ALL NEW REVISED ATS AND GENERATOR EQUIPMENT.
	PLEASE KNOW IT HAS COME TO ATTENTION THAT THE ADDITION
	OF THE BI-FUEL DEVICES ON THE GENERATOR UNITS MAY
	INDEED CAUSE ANY LISTINGS TO BE VOIDED AND ALSO VOID
	ANY WARRANTY ON THE UNITS.
	THE WARRANTY IS NOT THE CONCERN OF THIS OFFICE, HOWEVER
	VOIDING ANY LISTINGS OF LEGALLY REQUIRED AND EMERGENCY
	STAND-BY SYSTEMS REQUIRED FOR LIFE SAFETY IS OF
	CONCERN.
	THIS MATTER WILL BE LOOKED INTO FURTHER AND INFORMATION
	FORWARD TO THE LISTING AGENCY AS LISTED ON EQUIPMENT
	SUBMITTED UNDER THE INITIAL BASE BUILDING PERMITTED
	PACKAGE. PLEASE SEE THE SIZE OF THE GENERATOR HAS
	INCREASED HOWEVER THE OCP DEVICES HAVE NOT CHANGED ON
	UNIT?
	PLEASE ALSO SUBMIT THE SPECS FOR THE PARALLELING SWITCH
	GEAR AS REVISED.
	PLEASE CLARIFY.
	110.3, 90.7

	3) NOTE: PLEASE CORRELATE RISER AND PARALLELING SWITCH
	GEAR AS THESE NO LONGER MATCH DUE TO CHANGES FOR ATS-1.
	THE ATS- IS NOW SHOWN BEING FED FROM A 3200AMP ON THE
	PS GEAR AND THE RISER HAS NOT CHANGED ALONG WITH THE
	EQUIPMENT?
	PLEASE PROVIDE MORE INFORMATION.
	EQUIPMENT MAY NOT BE FED FROM 3200A OCP WHEN ONLY RATED
	FOR 3000AMPS>

	4) NOTE: PLEASESUBMIT A SELECTIVE COORDINATION STUDY
	NOW THAT EQUIPMENT SHOULD ALL BE SELECTED.
	240.12, 700.27, 701.18. NEC
	NFPA-110 6.5.1
	FBC 106.1.2

	5) NOTE: PLEASE CLARIFY THE NEW MAINS NOW BEING SHOWN
	FOR THE EMERGENCY SYSTEMS AND LEGALLY REQUIRED SYSTEMS
	WHICH INDICATE GF PROTECTION?
	PLEASE SEE 240.13, 230.95, AND NEC 700.7D

	6) NOTE: PLEASE SEE RISER HAS NOW CHANGED TO INDICATE
	THE SWBDB TO BE A 4000AMP RATED MAIN, YET NOTE FOR THIS
	STILL INDICATES THIS AS A 5000AMP SWITCH BOARD?
	PLEASE CORRELATE.
	FBC 106.1.2

	7) NOTE: PLEASE SEE THE PLANS HAVE HAD SEVERAL LIGHTING
	FIXTURES REVISED ALONG WITH THE NUMBER AND LOCATIONS OF
	FIXTURES. PLEASE SUBMIT REVISED ENERGY CALCULATIONS FOR
	BUILDING PER 13-415.1.AB.1.1.

	8) NOTE: PLEASE SEE THE FIXTURE LEGEND HAS BEEN REVISED
	AND THERE ARE FIXTURES WHICH ARE SHOWN ON PLANS WITH
	DESIGNATIONS WHICH ARE NOT LISTED ON FIXTURE LEGEND.
	(CCE, NL ETC)
	PLEASE SHOW ALL FIXTURES AND COORDINATE WITH LEGEND AND
	REVISED ENERGY CALCULATIONS.
	FBC 106.1.2

	9) NOTE: PLEASE SEE ELEVATOR MOTORS 1,2 AND 3 WHICH HAS
	NOW INCREASED ALONG WITH THE FEEDING FROM LSPA, YET THE
	OCP FROM LSPA HAS ACTUALLY GONE DOWN??
	PLEASE SEE THE LOAD HAS INCREASED WHICH NO EXCEEDS THE
	RATING OF THE NEW LOWER 200AMP BREAKER?
	PLEASE VERIFY ALL LOADS ON MOTORS PER 430 TABLES AND
	VERIFY THE LOADS ON EACH.
	PLEASE SUBMIT REVISED SCHEDULES FOR THIS.
	PLEASE REVISED ANY LOAD CALCULATIONS.
	FBC 106.1.2
	NEC 240, 430, 220

	10) NOTE: PLEASE SEE NEW LIGHTING ON E-100 SEEM TO BE
	LOCATED OUTSIDE PROPERTY LINE OF THE BUILDING. PLEASE
	CLARIFY AND PROVIDE DOCUMENTATION OF ANY CHANGES.

	11) NOTE: PLEASE SUPPLY REVISED VOLTAGE DROP
	INFORMATION FOR DECREASED OF CONDUCTORS AND BRANCH
	CIRCUITS ON PLANS FOR SITE LIGHTING WHICH IS NOT
	LOCATED LONGER RUNS THAN PREVIOUS PLANS AND SMALLER
	CONDUCTORS.
	13-413.1.ABC.1

	* 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]
2007-04-15 16:07:07	IN PROGRESS
2007-04-14 16:02:49	ONE ROLL IN ELEC FOR REVIEW.

Review Stop	E			ELECTRICAL
Rev No	7	Status	P	Date	2007-02-11			Cont ID
Sent By	dpalmer			Date	2007-02-11	Time	17:47	Rev Time	0.00
Received By	dpalmer			Date	2007-02-11	Time	17:30	Sent To

Notes

2007-02-11 17:48:38	REDLINED E1.01, AN OVER RIDE DEVICE IS STILL REQUIRED
	AT THE OTHER ENTRANCE TO THE BANK BY WAY OF TIMER OVER
	RIDE OR OCCUPANCY SENSOR TYPE DEVICE.
	FBC 13-415.1.ABC.1.1, .1.2

Review Stop	E			ELECTRICAL
Rev No	6	Status	F	Date	2006-12-09			Cont ID
Sent By	dpalmer			Date	2006-12-09	Time	21:04	Rev Time	0.00
Received By	dpalmer			Date	2006-12-09	Time	21:04	Sent To

Notes

2007-01-11 10:00:54	PLANS BACK FOR PROCESSING
2006-12-09 21:05:42	UNSAT
	PLEASE SEE SOME MINOR NOTES FOR THE FOLLOWING SHEETS.
	E-1.01, 3.03, 1.06, AND 3.07.

	1) NOTE: PLEASE SEE SHEET 1.01, PLEASE CLARIFY ELEVATOR
	PIT LIGHTING CONTROL, COULD NOT LOCATE SEPARATE SPACE
	CONTROL. PLEASE KNOW THAT AN OCCUPANT TYPE DEVICE WOULD
	NOT BE RECOMMENDED AND PERHAPS A 4HR TIMER?
	PLEASE SEE RETAIL SPACES #1 AND #2 AS LIGHTING CONTROL
	IS BEING SHOWN AT ONE POINT OF ENTRANCE ONLY. PLEASE
	SEE BANK AREA INDICATES CONTROLS AT BOTH POINTS OF
	INGRESS/EGRESS.
	13-415.1.ABC.1.2

	2) NOTE: PLEASE SEE E1.06, PLEASE CLARIFY TELEPHONE
	/DATA ROOM LIGHTING FOR FLOORS 8 AND 11?
	13-415.1.ABC.1.2

	3) NOTE: PLEASE SEE E3.03; PLEASE SEE WHAT APPEARS TO
	BE A MISPRINT FOR PARALLEL SWITCH GEAR LIGHTING LOADS.
	PLEASE SEE THESE ARE NOTED AT 100%, WHERE LOAD DOES
	APPEAR TO BE FIGURED AT 125%.
	215.3,230.42 ETC
	PLEASE CORRELATE.
	FBC 106.1.2 ADMIN SECTION.

	4) NOTE: PLEASE SEE E3.07; PLEASE SEE MISSING LOAD FOR
	"P-2" INDICATE A 600A BREAKER FOR THIS EQUIPMENT, BUT
	LOAD IS BLANK. IT IS NOTICED THE P-1 WAS ADJUSTED TO
	INDICATE 600A OCP FOR THE 200 HP LOAD.
	PLEASE ADJUST/CLARIFY IN RESPONSE.

	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	E			ELECTRICAL
Rev No	5	Status	P	Date	2006-12-09			Cont ID
Sent By	dpalmer			Date	2006-12-09	Time	20:58	Rev Time	0.00
Received By	dpalmer			Date	2006-12-09	Time	19:58	Sent To

Notes

2006-12-09 21:03:27	**** PLEASE SEE NOTES FOR REVIEW FOR SHEETS E-1.01,
	1.06, 3.03 AND 3.07 DATED TODAYS DATE ALSO WHICH ARE
	BEING ENTERED UNDER THE NEXT REVIEW STOP #6

	STAMPED TWO SETS ONLY OF THE OTHER ELECTRICAL SHEETS
	WHICH WERE OK. ZONING HAS THIRD ROLL. PLANS ARE NOT TO
	BE RELASED UNTIL THIRD SET IS STAMPED. THIS SHOULD BE
	VERIFIED UPON PIKCING UPOF PLANS SO THAT JOBSITE
	COPIES CONTAIN STAMPS.
	PLEASE KNOW THIS NOTE IS FOR BUILDING AND PLUMBING ALSO
	AS THEY COULD ONLY STAMP TWO SETS.

Review Stop	E			ELECTRICAL
Rev No	4	Status	P	Date	2006-10-31			Cont ID
Sent By	dpalmer			Date	2006-10-31	Time	15:52	Rev Time	0.00
Received By	dpalmer			Date	2006-10-31	Time	15:52	Sent To	PC

Notes

2006-11-07 07:25:44	MEP'S, IN ELEC FOR STAMPING OF PROVISO.
2006-10-31 16:06:43	***** PROVSIO *****

	** PLEASE KNOW A 30 DAY PROVISION FOR THE COMMENTS 1-8
	ARE BEING GIVEN AT THIS TIME.PLEASE MAKE THE
	CORRECTIONS FOR REVIEW. COMPLIANCE MUST BE COMPLETED,
	REVIEWED AND STAMPED FOR THESE ITEMS BEFORE THE 30 DAY
	TIME PERIOD EXPIRES.
	12/1/06

	** PLEASE ALSO KNOW A 90 DAY PROVSION IS BEING GRANTED
	FOR THE GENERATOR AND SUB-BASE FUEL TANK , SEE COMMENT
	#9.


	** PLEASE SEE SOME COMMENTS FROM PREVIOUS REVIEWS WHICH
	ARE STILL IN NEED OF ADDRESSING AND NEW CHANGES WHICH
	NEED TO BE MADE AS CERTAIN ITEMS ARE NOT GOING TO TAKE
	PLACE UNDER THIS PERMIT OR PLANS.



	1) NOTE: PLEASE SEE MULTIPLE ENERGY CALCULATIONS WERE
	SUBMITTED FOR BOTH METHOD "A" AND "B", AS PER
	CONVERSATION WITH MR. WORKS, METHOD "B" WILL BE USED
	AND METHOD "A" WILL BE REMOVED.

	2) NOTE: PLEASE SEE THERE ARE STILL MANY AREAS/ROOMS ON
	PLANS WHICH ARE MISSING REQUIRED CONTROLS PER FBC 2004
	13-415.1.ABC.1.2.
	** ALL ROOMS AND AREAS CONTAINING FLOOR TO CEILING
	HEIGHT PARTITIONS SHALL REQUIRE AND OVER-RIDE DEVICE.
	(MAXIMUM TIMES 4HRS FOR TIMER TYPE AND 30MINS FOR
	OCCUPANT SENSING TYPE.)
	PLEASE SEE SYMBOL LEGEND ON E0.01 SHALL INDICATE THESE
	TIMES ON THE DEVICES AS LISTED.
	MAIL ROOM, MACHINE ROOMS, CONFERENCE ROOM (6TH FLR),
	STORAGE ROOMS, ETC.
	ALL LOCATIONS GONE OVER WITH DESIGNER.

	3) NOTE: PLEASE SEE NOTE ADDED TO FA SHEETS WHICH
	REQUIRES ALL AREAS TO BE DESIGNED FOR A MINIMUM OF 75
	CANDELA PER FBC 2004 CHAPTER 11-4.28.3(4). THIS WAS NOT
	COMMENTED BY THIS REVIEW ON ANY PREVIOUS REVIEWS AS
	THIS WAS NOT IN THE ELECTRICAL PLAN REVIEW SCOPE AT
	THAT TIME. PLANS INDICATE 75C UNITS, HOWEVER LIGHTING
	LEVELS SHALL BE MAINTAINED IN "ALL" AREAS. PLEASE SEE
	11-4.28.1

	4) NOTE: PLEASE SEE ALL ELECTRICAL/ ARCHITECTURAL
	DETAILS, DEVICES, PLANS AND SHEETS WITH REFERENCE TO
	THE ELEVATOR TOWER ON THE "B" BLOCK GARAGE SHALL BE
	REMOVED FROM SETS.
	PLEASE SEE RISER WHICH WILL ALSO REMOVE ALL ELECTRICAL
	WITH REFERENCE TO THIS.
	ALL LOCATIONS GONE OVER WITH DESIGNER.

	5) NOTE: PLEASE SEE CIRCUITING FOR FUTURE "B" BLOCK
	ELEVATOR TOWER, VESTIBULE, MACHINE ROOM ETC SHALL MEET
	ALL CIRCUITING AS PREVIOUSLY NOTED ON OTHER REVIEWS.
	PLEASE SEE DEDICATED CIRCUITS REQUIRED FOR RECEPTACLES
	AND LIGHTS ARE REQUIRED PER 620.23 AND 620.24. PLEASE
	SEE RECEPTACLE CIRCUIT BEING NOTED ON PANEL SCHEDULE AS
	BEING AN A/C P-TAC UNIT. PLEASE SEE ELEVATOR CAB LT'S
	BEING SHOWN ON WITH OTHER ELECTRICAL EQUIPMENT. PLEASE
	KNOW A PANEL SCHEDULE WILL BE REQUIRED FOR THESE ITEMS
	ON FUTURE PLANS.
	THIS IS BEING NOTED AT THIS TIME AS THEY ARE SHOWN ON
	THESE DO NOT COMPLY.
	PLEASE SEE SHEET E2.01 SHOULD BE REMOVED ALL TOGETHER
	OR LEFT BLANK FOR ANY OTHER FUTURE USE.
	PLEASE SEE PANEL "P21N" SHOULD ALSO BE REMOVED FROM
	E3.07.
	ALL ITEMS GONE OVER WITH THE DESIGNER.

	6) NOTE: PLEASE SEE MISSING PHOTO-METRICS FOR ALL
	EGRESS LOCATIONS AS REQUIRED PER NFPA-101 7.8.1.3,
	7.9.2.2 AS NOTED ON BOTH PREVIOUS REVIEWS.
	PLEASE INDICATE ALL NORMAL AND EMERGENCY FOOT CANDLE
	LEVELS.
	** PLEASE KNOW, SOME OF THESE WERE DONE AND STAIR
	TOWERS ARE OK.

	7) NOTE: PLEASE SUBMIT COMPLETED LOAD CALCULATIONS FOR
	EACH SERVICE AS SHOWN AND INSTALLED. THIS WOULD BE THE
	5000A SWITCH BOARD"SWBDB" ANDTHE 3000A "SWBDA".
	PLEASE SUBMIT AND INDICATE THE LOADS ON THE PARALLELING
	SWITCH GEAR/EM SIDE.
	PLEASE SHOW AND INDICATE CONTINUOUS LOADS ON THE LOAD
	CALCULATIONS AT 125%. A 1.25 FACTOR WAS ADDED TO
	PANELS.
	PLEASE SHOW AND INDICATE HOW ALL LOADS ARE BEING
	DERIVED AS REQUIRED IN THE NEC.
	PLEASE SEE PREVIOUS NOTES ON BOTH REVIEWS WHICH
	REFLECTED 220.3, 220.10, 220.11, 220.13, 215.3, AND
	230.42 ETC.

	8) NOTE: PLEASE KNOW THAT EMERGENCY LIGHTING FIXTURES
	OF SOME TYPE CONTAINING BATTERY BACK UP FOR A MINIMUM
	TIME OF 90MINS WILL BE REQUIRED IN ALL BATHROOMS BEING
	BUILT OUT UNDER THIS PERMIT. NFPA-101 7.8, 7.9
	THIS WAS CONFIRMED WITH DESIGN TEAM, OWNERS AND CHIEF
	FIRE MARSHAL, AND THIS PLANS EXAMINER.

	GENERATOR PROVISO

	9) NOTE: PLEASE KNOW AT THIS TIME THE GENERATOR AND
	SUB-BASE FUEL TANK IS NOT VALID UNDER THIS BUILDING
	PERMIT UNTIL SUCH TIME APPROVAL FROM DERM IS OBTAINED.
	THIS APPROVAL FROM DERM WILL BE REQUIRED TO BE REVIEWED
	BY THE MECHANICAL PLANS EXAMINER ANDTHE FIRE
	MARSHAL. PLEASE KNOW REVISED ELECTRICAL PLANS SHALL
	ALSO INCLUDE ALL INFORMATION AS REQUIREDFOR THE FIRE
	MARSHAL'S COMPLETE REVIEW OF NFPA-30, NFPA-704,
	NFPA-110,




	IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE IN
	CONTACTING THIS OFFICE.

	DEWEY PALMER
	ELECTRICAL PLANS EXAMINER
	CONSTRUCTION SERVICES DEPARTMENT
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	3	Status	F	Date	2006-10-20			Cont ID
Sent By	dpalmer			Date	2006-10-21	Time	21:27	Rev Time	0.00
Received By	dpalmer			Date	2006-10-19	Time	20:57	Sent To

Notes

2006-10-27 16:46:59	**** PLEASE KNOW AS OF 10/27/06 THE CONDITION WHICH WAS
	GOING TO BE GRANTED ONLY IF ALL OTHER REVIEWS PASS, IS
	N LONGER AN OPTION. ALL ELECTRICAL CODE COMMENTS WILL
	BE REQUIRED TO BE ADDRESSED AT THIS TIME BEFORE NEXT
	RESUB.
	PLEASE PHONE CALL WAS PLACED TO MR DAVID WORKS AT
	APPROX 15:10ON TODAYS DATE AND INFORMED MR. WORKS OF
	THE STATUS.

	IF THERE ARE ANY QUESTIONS, PLEASE CALL.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	561-805-6717
	[email protected]
2006-10-21 14:08:52	*** UNSAT3RD REVIEW ****

	10/21/06 14:08:52



	**** PLEASE KNOW PLANS ARE BEING PLACED INTO A FAILED
	STATUS AT THIS TIME. IF ALL OTHER ALL TRADES PASS ALL
	OTHER REVIEWS, A CONDITION KNOWN A "PROVISO" WILL BE
	GIVEN WHICH WILL GRANT ISSUANCE OFPERMIT FOR SAID
	PLANS WITH A CERATINAMOUNT OF TIME TO HAVE
	CORRECTIONS SUBMITTED.
	THIS TIME WILL BE 30 DAYS.

	** PLEASE SEE SOME COMMENTS FROM PREVIOUS REVIEWS WHICH
	ARE STILL IN NEED OF ADDRESSING AND NEW CHANGES WHICH
	NEED TO BE MADE AS CERTAIN ITEMS ARE NOT GOING TO TAKE
	PLACE UNDER THIS PERMIT OR PLANS.

	** SPOKE TO MR. DAVID WORKS VIA PHONE ON FRIDAY OCTOBER
	20TH, 2006

	1) NOTE: PLEASE SEE MULTIPLE ENERGY CALCULATIONS WERE
	SUBMITTED FOR BOTH METHOD "A" AND "B", AS PER
	CONVERSATION WITH MR. WORKS, METHOD "B" WILL BE USED
	AND METHOD "A" WILL BE REMOVED.

	2) NOTE: PLEASE SEE THERE ARE STILL MANY AREAS/ROOMS ON
	PLANS WHICH ARE MISSING REQUIRED CONTROLS PER FBC 2004
	13-415.1.ABC.1.2.
	** ALL ROOMS AND AREAS CONTAINING FLOOR TO CEILING
	HEIGHT PARTITIONS SHALL REQUIRE AND OVER-RIDE DEVICE.
	(MAXIMUM TIMES 4HRS FOR TIMER TYPE AND 30MINS FOR
	OCCUPANT SENSING TYPE.)
	PLEASE SEE SYMBOL LEGEND ON E0.01 SHALL INDICATE THESE
	TIMES ON THE DEVICES AS LISTED.
	MAIL ROOM, MACHINE ROOMS, CONFERENCE ROOM (6TH FLR),
	STORAGE ROOMS, ETC.
	ALL LOCATIONS GONE OVER WITH DESIGNER.

	3) NOTE: PLEASE SEE NOTE ADDED TO FA SHEETS WHICH
	REQUIRES ALL AREAS TO BE DESIGNED FOR A MINIMUM OF 75
	CANDELA PER FBC 2004 CHAPTER 11-4.28.3(4). THIS WAS NOT
	COMMENTED BY THIS REVIEW ON ANY PREVIOUS REVIEWS AS
	THIS WAS NOT IN THE ELECTRICAL PLAN REVIEW SCOPE AT
	THAT TIME. PLANS INDICATE 75C UNITS, HOWEVER LIGHTING
	LEVELS SHALL BE MAINTAINED IN "ALL" AREAS. PLEASE SEE
	11-4.28.1

	4) NOTE: PLEASE SEE ALL ELECTRICAL/ ARCHITECTURAL
	DETAILS, DEVICES, PLANS AND SHEETS WITH REFERENCE TO
	THE ELEVATOR TOWER ON THE "B" BLOCK GARAGE SHALL BE
	REMOVED FROM SETS.
	PLEASE SEE RISER WHICH WILL ALSO REMOVE ALL ELECTRICAL
	WITH REFERENCE TO THIS.
	ALL LOCATIONS GONE OVER WITH DESIGNER.

	5) NOTE: PLEASE SEE CIRCUITING FOR FUTURE "B" BLOCK
	ELEVATOR TOWER, VESTIBULE, MACHINE ROOM ETC SHALL MEET
	ALL CIRCUITING AS PREVIOUSLY NOTED ON OTHER REVIEWS.
	PLEASE SEE DEDICATED CIRCUITS REQUIRED FOR RECEPTACLES
	AND LIGHTS ARE REQUIRED PER 620.23 AND 620.24. PLEASE
	SEE RECEPTACLE CIRCUIT BEING NOTED ON PANEL SCHEDULE AS
	BEING AN A/C P-TAC UNIT. PLEASE SEE ELEVATOR CAB LTS
	BEING SHOWN ON WITH OTHER ELECTRICAL EQUIPMENT. PLEASE
	KNOW A PANEL SCHEDULE WILL BE REQUIRED FOR THESE ITEMS
	ON FUTURE PLANS.
	THIS IS BEING NOTED AT THIS TIME AS THEY ARE SHOWN ON
	THESE DO NOT COMPLY.
	PLEASE SEE SHEET E2.01 SHOULD BE REMOVED ALL TOGETHER
	OR LEFT BLANK FOR ANY OTHER FUTURE USE.
	PLEASE SEE PANEL "P21N" SHOULD ALSO BE REMOVED FROM
	E3.07.
	ALL ITEMS GONE OVER WITH THE DESIGNER.

	6) NOTE: PLEASE SEE MISSING PHOTO-METRICS FOR ALL
	EGRESS LOCATIONS AS REQUIRED PER NFPA-101 7.8.1.3,
	7.9.2.2 AS NOTED ON BOTH PREVIOUS REVIEWS.
	PLEASE INDICATE ALL NORMAL AND EMERGENCY FOOT CANDLE
	LEVELS.
	** PLEASE KNOW, SOME OF THESE WERE DONE AND STAIR
	TOWERS ARE OK.

	7) NOTE: PLEASE SUBMIT COMPLETED LOAD CALCULATIONS FOR
	EACH SERVICE AS SHOWN AND INSTALLED. THIS WOULD BE THE
	5000A SWITCH BOARD"SWBDB" ANDTHE 3000A "SWBDA".
	PLEASE SUBMIT AND INDICATE THE LOADS ON THE PARALLELING
	SWITCH GEAR/EM SIDE.
	PLEASE SHOW AND INDICATE CONTINUOUS LOADS ON THE LOAD
	CALCULATIONS AT 125%. A 1.25 FACTOR WAS ADDED TO
	PANELS.
	PLEASE SHOW AND INDICATE HOW ALL LOADS ARE BEING
	DERIVED AS REQUIRED IN THE NEC.
	PLEASE SEE PREVIOUS NOTES ON BOTH REVIEWS WHICH
	REFLECTED 220.3, 220.10, 220.11, 220.13, 215.3, AND
	230.42 ETC.



	** PLEASE KNOW ALL OF THE ABOVE WERE GONE OVER WITH MR.
	WORKS ITEM BY ITEM, AND PAGE BY PAGE.

	IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE IN
	CONTACTING THIS OFFICE.

	DEWEY PALMER
	ELECTRICAL PLANS EXAMINER
	CONSTRUCTION SERVICES DEPARTMENT
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]


2006-10-20 21:30:11	* UNSAT**


	*** PLEASE KNOW A CALLED WAS PLACED TO MR DAVID WORKS
	AND A "MEETING" VIA THE PHONE TOOK PLACED FOR APPROX AN
	HOUR.

	** PLEASE SEE REVIEW WILL BE GOING INTO A FAILED STATUS
	AND REVIEW NOTES WILL BE PLACED INTO THE COMPUTER AND
	PLACED ONLINE ON SATURDAY 10/21 AFTER APPROX 1PM EST.
2006-10-19 20:58:15	*** ELECTRICALPLANS IN ELECTRICAL FOR REVIEW,,,,,

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2006-07-30			Cont ID
Sent By	dpalmer			Date	2006-07-30	Time	13:52	Rev Time	0.00
Received By	dpalmer			Date	2006-07-16	Time	18:26	Sent To

Notes

2006-08-02 00:00:00	** NOTE*

	A RETURN PHONE CALL WAS PLACED TOMR.
	WORKS AND MR. JOINER AT APPROX 5:45PM TO
	GO OVER COMMENTS OF PLAN REVIEW.
	PHONE CONFERENCE LASTED TILL 7:14PM AND
	SHALL CONTINUE AT THE DESIGN'S TEAM NEXT
	AVAILBLE TIME.
	MOST COMMENTS WERE GONE OVER AND ANY
	FOLLOW UP REVIEW OF COMMENTS WILL TAKE
	PLACE AT A LATER DATE AND TIME.
2006-07-30 00:00:00	IN PROGRESS

	***** UNSAT 2ND REVIEW ****

	CITY PLACE OFFICE TOWER
	525 OKEECHOBEE BLVD.

	** PLEASE SEE MANY OF THE NOTES FROM THE
	PREVIOUS REVIEW STILL NEED TO BE
	ADDRESSED ALONG WITH NEW COMMENTS.
	PLEASE SEE NOTE BELOW ARE TAKEN DIRECTLY
	FROM PREVIOUS REVIEW WITH FURTHER
	EXPLANATION ADDED IN RESPONSE. PLEASE
	SEE THE NEW NOTES ARE ADDED TO THE
	BOTTOM OF THE FIRST REVIEW.



	**PLEASE KNOW PLANS AND SUBMITTED PAPER
	WORK IS NOT COMPLETE AT THIS TIME FOR A
	COMPLETE AND SUFFICIENT REVIEW. PLEASE
	KNOW THERE MAY BE FURTHER COMMENTS ONCE
	ALL INFORMATION IS SUBMITTED.

	1) NOTE: NO, PLEASE SEE ALL VOIDED
	SHEETS WERE ADDED TO ALL THREE SETS. IF
	REPLACING ALL SHEETS IN SETS AND RUNNING
	ALL NEW SETS, PLEASE ONLY SUBMIT "ONE"
	ROLL OF THE "VOIDED" SHEETS SEPARATELY.
	IF THERE ARE ANY QUESTIONS PLEASE CALL.

	PREVIOUS REVIEW NOTE
	PLEASE KNOW, BEFORE RE-SUBMITTING
	PLANS. PLEASE COMPLETELY REMOVE ALL
	OLD/VOIDED SHEETS AND ONLY INSERT NEW
	REVISED SHEETS INTO COMPLETED SETS FOR
	REVIEW AND STAMPING. PLEASE KNOW SINCE
	MANY OF THE COMMENTS BELOW AFFECT ALL OF
	THE SHEETS IN THE SETS, ONLY ONE ROLL OF
	OLD SETS SHOULD BE SUBMITTED FOR
	REFERENCE WHEN PLANS ARE BROUGHT BACK.
	THESE SHOULD BE LABELED "OLD/VOIDED".

	2) NOTE: NO. PLEASE SEE MISSING
	INFORMATION ON ALL TITLE BLOCKS FOR ALL
	TRADES AND FOR ALL SHEETS. PLEASE KNOW
	THAT "ANY" ARCHITECTURAL FIRM,
	ENGINEERING FIRM, LANDSCAPE FIRMETC
	LISTED ON SAID TITLE BLOCKS ARE REQUIRED
	TO HAVE THEIR CERTIFICATE OF
	AUTHORIZATION NUMBER LISTED ON TITLE
	BLOCKS ALONG WITH ALL OTHER INFORMATION
	AS REQUIRED UNDER THE FLORIDA
	ADMINISTRATIVE CODES AND FLORIDA STATUES
	AS LISTED ON PREVIOUS REVIEW.
	PLEASE SEE THAT THE ENGINEERING FIRM HAS
	NOW ONLY LISTED THE PRINTED PE # FOR THE
	DESIGNER AS THE REQUIRED CA #. PLEASE
	SEE ARCHITECTURAL FIRM ELKUS/MANFREDI
	DOES NOT FIRM NUMBER LISTED.
	PLEASE SEE MISSING LICENSE INFORMATION
	FOR LANDSCAPE PLANS. A NUMBER IS LISTED
	ON LANDSCAPE TITLE BLOCKS BUT IT IS
	UNCLEAR WHAT THIS NUMBER IS AS IT DOES
	NOT COME UP IN THE STATE?S WEBSITE:
	DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION.
	PLEASE ALSO KNOW NUMEROUS SEARCHES UNDER
	DBPR?S SITE FOR OTHER FIRMS HAVE NOT
	DELIVERED ANY OTHER LICENSE INFORMATION.

	PREVIOUS REVIEW NOTE
	PLEASE SEE MISSING INFORMATION ON MANY
	OF THE TITLE BLOCKS ON PLANS. PLEASE SEE
	MISSING FIRM LICENSE NUMBERS WHICH ARE
	THE CERTIFICATE OF AUTHORIZATION NUMBERS
	FOR MORE THAN ONE FIRM. PLEASE SEE
	LANDSCAPE AND MEP ENGINEERING FIRMS.
	PLEASE ALSO SEE MANY SHEETS ARE MISSING
	THE PRINTED NAME AND LICENSE NUMBER FOR
	THE PERSON SIGNING AND SEALING SAID
	DOCUMENTS.
	PLEASE SEE MISSING THE PRINTED NAME AND
	PRINTED LICENSE NUMBER FOR ARCHITECT OF
	RECORD ON TITLE BLOCKS FOR STH.
	PLEASE SEE THE FLORIDA ADMINISTRATIVE
	CODE 61G1-16.004 AND 61G15-23.002.
	FLORIDA STATUES 471.023, 481.219
	** PLEASE KNOW THE ABOVE INFORMATION IS
	REQUIRED FOR ALL TRADES AND FOR ALL
	SHEETS WHETHER OR NOT COMMENTS ARE MADE
	BY OTHER REVIEWERS.

	3) NOTE:NO, PLEASE SEE SOME SHEETS IN
	SETS STILL CONTAIN A "RUBBER STAMP" FOR
	THE REQUIRED ORIGINAL SIGNATURE OF
	DESIGN PROFESSIONAL. THIS COMMENT IS FOR
	THE "S" SHEETS AND RESPONSIBLE
	STRUCTURAL ENGINEER.
	PLEASE SEE BUILDING REVIEW NOTES ALSO
	UNDER FOUNDATION PERMIT AS THE "S"
	SHEETS FOR SECOND REVIEW ALL CONTAINED
	THE SAME "RUBBER STAMP".
	IMPORTANT PLEASE SEE NEW NOTE BELOW
	FOR OTHER DESIGNERS OF RECORDS AND
	SIGNATURES NOW ON PLANS.

	PREVIOUS REVIEW NOTE
	PLEASE SEE OTHER SHEETS WHICH CONTAIN A
	"STAMP" FOR THE REQUIRED "ORIGINAL"
	SIGNATURE BY THE DESIGN PROFESSIONAL.
	PLEASE SEE "S" SHEETS.
	FLORIDA STATUES 471.025
	PLEASE ALSO SEE ANY COMMENTS FROM OTHER
	TRADES WHICH RESPECT TO THE SEAL
	CONTAINING THE WORDING OF "CERTIFICATE"
	WHICH IS NOT LONGER ACCEPTED.
	FAC 61G1-16.001

	4) NOTE:NO, PLEASE SEE "A0.12" AS
	PLANS MENTIONS "EMERGENCY AND STAND-BY
	POWER SYSTEMS" PER NFPA-72 2002.
	PLEASE ADJUST AS THE EMERGENCY AND
	STAND-BY SYSTEMS ARE FROM NFPA-110 2002
	AND NFPA-72 2002 IS A SEPARATE CODE
	"NATIONAL FIRE ALARM CODE".

	PREVIOUS REVIEW NOTE
	PLEASE SEE PLANS SHALL CONTAIN THE
	FOLLOWING MIN CODES REFERENCED AND
	LISTED ON PLANS FOR DESIGN.
	THE ARCHITECTURAL LISTS THE 2004 FBC.
	PLEASE LIST:
	2002 NFPA-70 NATIONAL ELECTRICAL CODE
	2003 NFPA-101 LIFE SAFETY CODE
	2003 NFPA-20 FIRE PUMPS
	2002 NFPA-110 EMERGENCY AND
	STANDBY POWER SYSTEMS.
	NFPA-72 2002
	THESE ARE REQUIRED AT A MIN.

	5) NOTE:NO, PLEASE SEE NOT ALL
	MANUFACTURE SPECS/CUT SHEETS WERE
	LOCATED ON BOOKS AND SUBMITTED PACKAGES.
	PLEASE SEE MISSING SPEC FOR THE
	"PARALLELING SWITCH GEAR". IT WAS NOTED
	THAT THE BOOKS CONTAIN AN ELEVATION OF
	THE SWITCH GEAR, HOWEVER NOTHING COULD
	BE LOCATED FROM MANUFACTURE ETC SHOWING
	LISTINGS FROM A NRTL.
	** WHEN RESUBMITTING SPEC/PRODUCT BOOKS
	PLEASE PROVIDE TAB/LABELS FRO ALL
	ITEMS/EQUIPMENT LOCATED IN SAID BOOK AS
	WINDOWS, DOORS AND OTHERS ARE TABBED.
	PLEASE KNOW, THIS WILL HELP GREATLY IN
	THE REVIEW PROCESS TO FIND ALL ITEMS.

	PREVIOUS REVIEW NOTE
	PLEASE SUBMIT ALL MANUFACTURES SPECS/CUT
	SHEETS FOR THE FOLLOWING.
	GENERATOR(S), ATS SWITCHES, FIRE PUMP,
	FIRE PUMP CONTROLLER, FUEL TANK,
	PARALLELING SWITCH GEAR AND OTHER
	ASSOCIATE SWITCHGEAR.
	PLEASE KNOW, NONE OF THESE WERE
	SUBMITTED AND UNABLE TO VERIFY MANY
	ITEMS FOR CODE COMPLIANCE AT THIS TIME.
	PLEASE BE SURE ALL EQUIPMENT SHEETS
	/SPECS CONTAIN LISTINGS FROM A NRTL.

	6) NOTE: NO, PLEASE KNOW AS OF THE DATE
	OF THIS REVIEW THESE ITEMS ARE NOT PART
	OF THIS LEGAL ADDRESS. PLEASE KNOW THESE
	MUST BE A LEGAL PART OF THIS BUILDING AS
	THESE ARE PART OF THE LIFE SAFETY OF
	SAID BUILDING. PLEASE KNOW THAT THE
	CORRIDOR WORK AND ANY WORK LOCATED ON
	"B-BLOCK" PARKING GARAGE PROPERTY WILL
	MOST LIKELY BE REQUIRED UNDER SEPARATE
	PERMIT. PLEASE SEE THAT ELEVATOR IS
	BEING FED FROM THIS NEW BUILDING AND
	SHALL BE PART OF THIS LEGAL PROPERTY.

	PREVIOUS REVIEW NOTE
	PLEASE SEE PLANS SEEM TO INDICATE THE
	2000KW GENERATORS LOCATED ON A SEPARATE
	PROPERTY. PLEASE KNOW, PROPERTY LINES
	MAY CHANGE, SEPARATE PERMIT MAY BE
	REQUIRED ALSO IF INDEED THESE ARE ON
	SEPARATE PROPERTIES. THERE MAY ALSO BE
	THE POSSIBILITY OF EASEMENTS WHICH MAY
	NEED TO BE GRANTED.
	PLEASE ALSO SEE THE ELEVATOR TOWER BEING CONSTRUCTED
	NEXT TO THE PARKING GARAGE
	ALSO SEEM TO BE ON A SEPARATE LEGAL
	PROPERTY BEING FED FROM THE MAIN TOWER.
	PLEASE KNOW THIS MAY NOT BE POSSIBLE
	DEPENDING ON THE OUTCOME OR CHANGES IN
	PROPERTY LINES ETC.
	PLEASE SEE THE PROPOSED WORK IN CORRIDOR
	LOCATED AT THE "B" BLOCK GARAGE
	STRUCTURE WILL BE REQUIRED UNDER A
	SEPARATE PERMIT.
	** PLEASE ALSO SEE BUILDING REVIEW
	COMMENTS FOR ABOVE AS MANY OF THESE
	ITEMS ARE TO BE PLACED IN BUILDING
	REVIEW AND MAY AFFECT PLANS SUBMITTED.

	7) NOTE: OK.

	8) NOTE: OK. GATES MUST CONTAIN MANUAL
	OPERATION UNDER POWER FAILURE.

	8) NOTE: NO, PLEASE SUBMIT ALL AS
	REQUESTED. PLEASE SEE THAT THE "HAND
	DRAWN" PANEL SCHEDULES SUBMITTED IN
	SUBMITTAL BOOKS IS NOT ACCEPTABLE TO THE
	AHJAS THIS INFORMATION IS PART OF THE
	DESIGN OF THE BUILDING WHICH SHALLBE
	PLACED IN DRAFTSMAN'S LIKE QUALITY IN
	THE COMPLETED SETS OF PLANS SUBMITTED
	WITH ALL RELEVANT TITLE BLOCKS, SIGNED,
	DATED AND SEALED BY THE DESIGN
	PROFESSIONAL OF RECORD.
	PLEASE SEE THAT THESE PANEL SCHEDULES
	CONTAIN ALL ROOM/AREA DESIGNATIONS ,
	CIRCUITS, OCP AND CONDUCTOR SIZES.
	FBC 106.1.3, 106.3.5.1.2, NEC 408.4,
	240.4,310.16, FS 471.025, FAC
	61G15-23.002

	PREVIOUS REVIEW NOTE
	PLEASE SUBMIT COMPLETED PANEL SCHEDULES
	FOR ALL PANELS. THE PANELS ARE INDICATED
	ON E3.03 ARE NOT SUFFICIENT FOR REVIEW
	OF ALL SAID ELECTRICAL BRANCH CIRCUITS
	FOR OVER CURRENT PROTECTION, CONDUCTOR
	SIZES ETC.
	215.5
	MANY ITEMS CAN NOT BE REVIEWED AT THIS
	TIME.
	AN EQUIPMENT SCHEDULE AS SUBMITTED IS
	OK, HOWEVER THESE ITEMS SHOULD BE LISTED
	ON PANEL SCHEDULES TO BE SUBMITTED.

	9) NOTE: NO.RESPONSE LETTER FROM
	DESIGN TEAM MENTIONS THIS WAS AND IS
	COMPLETE AS OF FIRST REVIEW HOWEVER
	PLEASE SEE MANY ITEMS ON PLANS WHICH DID
	NOT PREVIOUSLY CONTAIN CIRCUIT #'S ETC,
	NOW DO.HOW PLANS ARE CIRCUITED AND
	WITH THE DEVICES DENOTING A NUMERICAL IDENTIFICATION
	AND HOW THAT CORRELATES
	WITH PANEL AND PANEL SCHEDULES IS KNOWN
	BY THIS REVIEWER/OFFICE AND WHAT COMMON
	PRACTICE IS AND HAS BEEN ACROSS THE
	COUNTRY AND THIS JURISDICTION. PLEASE
	KNOW THE INTENT OF THE COMMENT WAS NOT
	TO PLACE THE COMPLETE "SWITCH LEGS" OR
	TO SHOW ACTUAL "BRANCH CIRCUITING" ON
	SAID PLANS.
	PLEASE SEE NUMEROUS AREAS ON PLANS WHICH
	CONTAIN A NUMBER WHICH COULD CORRELATE
	TO MORE THAN ONE CIRCUIT AND PANEL.
	PLEASE SEE REDLINED PLANS FOR THESE.
	E1.01 ETC.
	PLEASE SEE ONE EXAMPLE IS THE NUMBER "4"
	ON 1.01. THIS COULD BE CIRCUITED TO A
	MINIMUM OF THREE CIRCUITS FROM THREE
	SEPARATE PANELS AS NOT ALL OF THE NUMBER
	"4"S? ARE CONNECTED, OR SEPARATED BY ANY
	LINE DENOTINGSEPARATE AREAS OR OTHER
	MEANS TO CONNECT THOSE NUMBERS TO BE ON
	ONE CIRCUIT. PLEASE SEE OTHERS ARE LIKE
	THIS ALSO. PLEASE SEE THERE ARE STILL
	SOME FIXTURES ETC WHICH CONTAIN A
	"NUMBER" HOWEVER NO CIRCUIT DESIGNATION
	ON THE ENTIRE SHEET CORRELATES TO THE
	NUMERICAL NOTATION.
	PLEASE SEE ONE SET OF PLANS HAS BEEN
	REDLINED WITH THESE AREAS AS NOTED.

	PREVIOUS REVIEW NOTE
	PLEASE COMPLETE ALL THE CIRCUITING AND
	SWITCH LEGS ON PLANS AND LAYOUTS. PLEASE
	SEE MANY AREAS ARE LEFT TO FIGURE WHERE
	THESE DEVICES, OUTLETS, OR LIGHTING
	OUTLETS ARE BEING FED FROM AND/OR
	CONTROLLED.
	PLEASE CORRELATE WITH PANEL SCHEDULES TO
	BE SUBMITTED.
	215.5

	10) NOTE: NO. PLEASE KNOW IT WAS NOT THE
	INTENT OF COMMENT TO COMPLETELY REMOVE
	CORRIDORS AS THESE ARE REQUIRED. PLEASE
	KNOW AS THE FUTURE TENANT LAYOUTS ARE
	NOT KNOWN AT THIS TIME THE CORRIDORS
	WILL BE REQUIRED FROM THE BASE BUILDING
	LAYOUT. TENANT BUILD OUTS WILL NOT
	INCLUDE BASE BUILDING CORRIDOR BUILD
	OUTS AND THE ELECTRICAL ROOMS, DATA,
	TELEPHONE ROOMS SHALL BE ACCESSIBLE FOR
	BASE BUILDING DESIGN. PLEASE ALSO SEE
	BUILDING REVIEW COMMENTS FOR OTHER AREAS
	WHICH WILL REQUIRE ACCESS TO STAIR
	TOWERS ETC.
	PLEASE SEE THESE CORRIDORS ARE REQUIRED
	AT THIS TIME.

	PREVIOUS REVIEW NOTE
	PLEASE CORRELATE ARCHITECTURAL PLANS
	WITH ELECTRICAL. PLEASE SEE FLOORS 6-14
	ARE SHOWN CONTAINING A CORRIDOR TO MAIN
	ELECTRICAL ROOM ON EACH OF THESE FLOORS
	ON ELECTRICAL PLANS, HOWEVERARCH DO
	NOT SHOW THESE CORRIDORS OF COMMON
	AREAS.?
	PLEASE SEE FLOORS 15 AND 16 ON BOTH A
	AND E'S DO NOT SHOW ANY CORRIDORS AND
	OBTAININGACCESS TO THE ELECTRICAL ROOM
	ON EACH OF THOSE FLOORS ARE ONLY THROUGH
	THE PROPOSED FUTURE TENANT SPACE. PLEASE
	KNOW IT IS NOT KNOWN AT THIS TIME IF
	THERE WILL BE ONE, TWO THREE OR MORE
	TENANTS ON EACH FLOOR AND ACCESS TO EACH
	TENANT?S ELECTRICAL PANEL(S) AND OVER
	CURRENT PROTECTION DEVICES MAY NOT BE
	THROUGH TENANT OCCUPANCY. PLEASE ALSO
	KNOW THE HOUSE POWER/COMMON AREAS MAY
	ALSO NOT BE ACCESSED THROUGH THE
	TENANT?S SPACE.
	PLEASE KNOW, EACH CORRIDOR AS SHOWN ON
	FLOORS 6-14 SHALL BE THE SAME ON ALL
	FLOORS AND SHOULD CORRELATE AS THE SAME
	ON ARCHITECTURAL SHEETS.
	210.25, 215.5, 240.24

	11) NOTE: OK.

	12) NOTE: OK.

	13) NOTE: NO, NOT ALL COULD BE VERIFIED
	AT THIS TIME AS THE MAINS AND LOCATIONS
	OF THE PARALLEL SWITCH GEAR COULD NOT BE
	LOCATE DON PLANS AND MAINS FOR THIS
	EQUIPMENT IS NOT YET VERIFIED TO CONTAIN
	THE MAINS ARE REQUIRED.

	PREVIOUS REVIEW NOTE
	PLEASE CLARIFY ALL MAINS AND
	DISTRIBUTION EQUIPMENT CONTAINING ALL
	MAINS, GROUPING ETC PER 230.70, 230.72,
	230.76, 230.79, AND 225.31-225.39
	PLEASE KNOW, DUE TO THE INFORMATION OF
	THE SWITCH GEAR NOT SUBMITTED, SHOWN AND
	WHETHER OR NOT THESE CONTAIN MAINS, WITH
	MANUAL MEANS OF DISCONNECT LOCATED ON
	THE OUTSIDE OF THE EQUIPMENT, GROUPED
	ETC. THE LOCATIONS OF SOME SERVICE
	EQUIPMENT CAN NOT REVIEWED FOR LOCATIONS
	AT THIS TIME.

	14) NOTE:NO. SAME NOTE. PLEASE KNOW
	THERE SEEMS TO BE SOME CONFUSION OVER
	THE PREVIOUS COMMENT. PLEASE SEE THE
	MAINS FOR THE EMERGENCY SYSTEM AND
	LEGALLY REQUIRED SYSTEM SHALL NOT BE
	LOCATED IN THE SAME ENCLOSURE AS THE
	NORMAL POWER IN SWBDB.
	PLEASE KNOW THIS OFFICE/CODE OFFICIAL
	WILL NOT ACCEPT THE EMERGENCY MAINS
	LOCATED IN THE SAME EQUIPMENT AND THERE
	WILL BE NO EXCEPTIONS OR SPECIAL
	CONDITIONS GRANTED BY THIS AHJ.
	NFPA-70, 700.12, 701.11, NFPA-110
	CHAPTER 7, 7.2 ETC
	IF A MEETING IS BEING REQUESTED THIS IS
	WILL AND SHOULD BE DONE ONCE ALL REVIEWS
	ARE DONE. IF THE DESIGNER OF RECORD AND
	DESIGN ENGINEER WOULD LIKE TO DISCUSS
	THIS OVER THE PHONE, PLEASE DO NOT
	HESITATE IN CONTACTING THIS OFFICE AS
	DONE ON NUMEROUS OCCASIONS BEFORE THESE
	PLANS WERE SUBMITTED FOR INITIAL REVIEW.
	THIS OFFICE HAS CONSULTED WITH A MR.
	DAVID WORKS ON MANY ITEMS BEFORE
	SUBMITTING PLANS.

	PREVIOUS REVIEW NOTE
	PLEASE SEE THE EMERGENCY SYSTEMS ARE
	BEING SHOWN IN THE SAME EQUIPMENT AS THE
	NORMAL MAINS. PLEASE KNOW THESE SHALL
	NOT BE LOCATED IN THE SAME EQUIPMENT AND
	SERVED BY THE SAME SERVICE.
	PLEASE REVISE SERVICE AS SHOWN. 701.1,
	NFPA-110 CHAPTER 7 ETC.

	15) NOTE: OK.

	16) NOTE: OK.

	17) NOTE: OK.

	18) NOTE:OK, PLEASE HOWEVER SUBMIT
	THIS ELEVATION FROM THE "SLOSH" CHARTS.
	THIS SHOULD BE OBTAINED FOR RECORD SETS
	OF PLANS.

	PREVIOUS REVIEW NOTE
	THE PLEASE PROVIDE THE ELEVATION OF THE
	EM DISTRIBUTION SYSTEM AND EQUIPMENT.
	PLEASE SEE NFPA-110 7.2.3* WHICH
	REQUIRES THE ELEVATION TO MEET THE
	"SLOSH" PREDICTION LEVELS BASED ON A
	CATEGORY 4 STORM.
	THE ELEVATION FOR PROPERTY SHOULD BE OK,
	HOWEVER THIS ELEVATION IS REQUIRED TO BE
	STATED ON PLANS AND VERIFICATION THAT
	ALL REQUIRED EMERGENCY SYSTEMS IS ABOVE.

	19) NOTE: NO, PLEASE KNOW THE LIGHTING
	SUBMITTAL PACKAGE MAY BE SUBMITTED AT A
	LATER DATE ALSO. PLEASE KNOW HOWEVER ALL
	FIXTURES AND DETAILED INFORMATION FOR
	SAID FIXTURES WILL BE REQUIRED ON THE
	RECORD SET OF PLANS AT THIS TIME.

	PREVIOUS REVIEW NOTE
	PLEASE COMPLETE FIXTURE SCHEDULES AND
	PLEASE CORRELATE ALL FIXTURES AS SHOWN
	ON PLANS WITH THE FIXTURES SCHEDULES
	SUBMITTED.
	215.5

	20) NOTE: OK, HOWEVER PLEASE SEE GF
	PROTECTION IS STILL BEING SHOWN FOR 225A
	AND 800A MAINS IN SWBDB. PLEASE SEE
	PREVIOUS COMMENT ABOVE #14 AS THESE WILL
	BE REQUIRED TO BE REMOVED FROM THE
	SWBDB.

	PREVIOUS REVIEW NOTE
	PLEASE SEE RISER IS SHOWING GFI
	PROTECTION FOR SOME MAINS???
	PLEASE SEE GF (GROUND FAULT) PROTECTION
	IS REQUIRED PER 240.13, 230.95 ETC,
	HOWEVER PLEASE SEE GFI PROTECTION IS
	PERSONNEL PROTECTION.
	PLEASE SEE PROTECTION IS ALSO BEING
	SHOWN ON ALL SECONDARY OVER CURRENT
	PROTECTION??
	PLEASE KNOW, THIS IS NOT REQUIRED FOR
	THIS STRUCTURE, CLASS AND OCCUPANCY, BUT
	HOWEVER IS PERMITTED.
	PLEASE ALSO SEE GF SEEMS TO BE SHOWN ON
	THE EM SIDE OF THE DISTRIBUTION
	SYSTEM(S) WHICH IS UNCLEAR. PLEASE SEE
	700.7D, 700.26, NFPA-110
	PLEASE SEE THE CODE IS CLEAR WHEN GROUND
	FAULT PROTECTION IS REQUIRED AND WHEN
	SENSING OF SUCH GROUND FAULTS ARE
	REQUIRED , HOWEVER PLEASE KNOW GROUND
	FAULT PROTECTION IS NOT IDEALON THE
	EMERGENCY SIDE DUE TO THE NATURE OF THE
	EMERGENCY DISTRIBUTIONSYSTEM AND THE
	NEED OF MAINTAINING CERTAIN SYSTEMS ON
	DURING AN EMERGENCY.PLEASE KNOW,
	SENSING OF THE GROUND FAULT WOULD BE
	NEEDED TO CORRECT ANY SITUATION IN SUCH
	EQUIPMENT. PLEASE KNOW IT HAS BEEN
	DETERMINED BY THIS AHJ THAT THE GF
	PROTECTION ON THE REQUIRED EM SYSTEMS
	SHOULD NOT BE PROVIDED AND ONLY SENSING
	FOR THE PURPOSE AS STATED AND REQUIRED.

	21) NOTE:OK, GROUNDING FOR SEPARATELY
	DERIVED SYSTEM HAS NOW BEEN ADDED.

	PREVIOUS REVIEW NOTE
	PLEASE KNOW, 4-POLE ATS SWITCHES ARE
	BEING SHOWN AS REQUIRED TO ACHIEVE THE
	CORRECT GROUND FAULT SENSING, HOWEVER
	THE GENERATORS DO NOT SEEM TO BE
	INDICATED A SEPARATELY DERIVED AS
	REQUIRED.
	250.30, 250.50.

	22) NOTE: OK.

	23) NOTE:NO, PLEASE PLACE NOTE ON
	PLANS FOR ROOF TOP SHEETS.
	SPEC BOOKS WERE REVIEWED FOR THIS NOTE
	AND INFORMATION IN SPECS IS OK.

	PREVIOUS REVIEW NOTE
	PLEASE SEE A NOTE ON PLANS MENTIONS THAT
	A LIGHTNING PROTECTION SYSTEM WILL BE
	REQUIRED.
	PLEASE KNOW, THIS SYSTEM MAY ONLY BE
	INSTALLED BY A CERTIFIED LIGHTNING
	PROTECTION CONTRACTOR WHO CAN CERTIFY
	SUCH A SYSTEM UNDER UL 96 AND NFPA-780.
	THIS SHALL BE A SEPARATE PERMIT, WITH
	PLANS AND FEES.
	PLEASE KNOW HOWEVER A NOTE SHALL BE
	PLACE ON THESE ELECTRICAL PLANS ON ROOF
	TOP PLANS STATING; "ALL OR ANY LIGHTNING PROTECTION
	SYSTEMS SHALL BE INSTALLED
	PER NFPA-780 AND LISTED PER UL 96." THIS
	WORDING SHOULD BE TO THAT SAME AFFECT,
	BUT NOT REQUIRED TO BE STATED AS ABOVE.
	PLEASE KNOW, THIS AHJ DOES NOT ACCEPT
	ANY OTHER SYSTEM NOT ACCEPTED BY
	NFPA-780. PLEASE KNOW THERE ARE MANY
	SYSTEMS ON THE MARKET WHICH CLAIM TO
	"PREVENT" OR "DISSIPATE" LIGHTNING ETC
	WHICH ARE NOT PERMITTED.

	24) NOTE: NO, PLEASE SEE NOTE ABOVE WITH
	RESPECT TO COMPLETED PANEL SCHEDULES.

	PREVIOUS REVIEW NOTE
	PLEASE SEE 620.23 ABC AND 620.24 ABC
	FOR REQUIRED CIRCUITS AND CONTROLS.
	PLEASE SEE ALL CAN NOT BE VERIFIED AT
	THIS TIME.

	25) NOTE: NO, COULD NOT LOCATE
	INFORMATION ON CALCULATIONS AND
	PERMITTED WATTAGE USAGE AND LIGHTING
	POWER DENSITIES.
	PLEASE SEE 13-415.1.AB.1,
	13-415.2.ABC.1, SEE TABLES 415.2.C.1 AND 415.2.B.1.

	PREVIOUS REVIEW NOTE
	PLEASE SEE 2004 FBC CHAPTER 13.
	PLEASE SEE 13-413.1.ABC.1 FOR A WORST
	CASE SCENARIO TO BE PROVIDED FOR FEEDERS
	AND BRANCH CIRCUITS.
	PLEASE SEE 13-413.1.ABC.2.2.
	PLEASE SEE 13-415.1.ABC.1.1,
	13-415.1.ABC.1.2, 13-415.1.ABC.1.3 FOR
	LIGHTING AND CONTROLS FOR ALL AREAS.
	PLEASE SEE SOME EXCEPTIONS ARE
	PERMITTED.
	PLEASE SEE OUTSIDE AREAS , TANDEM WIRING
	ETC.

	26) NOTE: NO, PLEASE SEE FIRST FLOOR
	FUTURE RETAIL SPACES AS MINIMAL FIXTURES
	COULD NOT BE LOCATED. THIS WAS CONFIRMED
	ONCE AGAIN WITH THE FIRE MARSHAL'S
	OFFICE AND FIRE PREVENTION CHIEF.
	PLEASE SEE ALL AREAS ON OTHER FLOORS
	WERE DONE TO PROVIDE THE MINIMAL
	LIGHTING.

	PREVIOUS REVIEW NOTE
	PLEASE SEE MINIMUM LIGHTING FOR EGRESS
	ETC WILL BE REQUIRED INSIDE THE FUTURE
	TENANT BUILD OUT SPACES. THIS HAS ALSO
	BEEN CONFIRMED ALSO WITH THE FIRE
	MARSHAL?S OFFICE AND WILL BE REQUIRED.
	THESE SHOULD BE WIRED INTO THE HOUSE
	PANELS AT THIS TIME AND CAN BE REMOVED
	ONCE TENANT OCCUPANCY TAKES PLACE.
	PLEASE ALSO SEE EXIT LIGHTS.
	IF THESE AREAS ARE OCCUPIED AT ANYTIME
	FOR ANY REASON BEFORE A BUILD OUT HAS
	TAKEN PLACE AND THE POWER GOES OUT,
	MINIMUM LIGHTING SHALL BE PROVIDED TO
	DIRECT ANY SAID OCCUPANTS TO THE EXIT. NFPA-101,7.8,
	7.9.

	27) NOTE:OK, SPECS WERE SUBMITTED
	HOWEVER STILL NEED TO VERIFY THE MANUAL
	MEANS OF DISCONNECT LOCATED ON THE
	OUTSIDE OF EQUIPMENT ALONG WITH
	ISOLATING SWITCH ETC. PLEASE SEE THE
	SPECS SUBMITTED DO NOT SEEM TO CONTAIN
	THESE?
	NFPA-20 10.4.2, 2003.

	PREVIOUS REVIEW NOTE
	PLEASE SEE PREVIOUS NOTES ABOVE WHICH
	REQUESTED THE MANUFACTURES SPEC/CUT
	SHEETS FOR THE FIRE PUMP AND FIRE PUMP
	CONTROLLER. PLEASE KNOW, THE PLANS SHALL
	INDICATE THE OCP AND LOCKED ROTOR OCP.
	PLEASE SEE RISER NOW SEEMS TO INDICATE
	THE FPC TO BE LISTED ETC. PLEASE KNOW,
	IF THE FCP MEETS NFPA-20 FOR THE
	DISCONNECT MEANS RATED FOR THE LOAD
	SERVED LOCATE ON THE OUTSIDE OF THE
	EQUIPMENT AND CONTAINS THE OVER CURRENT
	PROTECTION SET AT LOCKED ROTOR AS
	REQUIRED BY 695.4B1 AND NFPA-20
	10.4.2,10.4.2.2, 10.3.6, 10.4.4 ETC.
	PLEASE SEE RISER SHOWS AN ADDITIONAL
	800A DISCONNECT LOCATED AHEAD OF THE
	LISTED FPC? PLEASE VERIFY AND CLARIFY
	THIS.

	28) NOTE:NO, PLEASE SEE RESPONSE
	LETTER MENTIONS TO SEE SPECS 2.18 FOR
	THIS , HOWEVER SHEETS IN SPEC BOOKS SEEM
	TO CONTAIN A MISSED SHEET OR MISPRINT AS
	THIS SECTION FOR THIS INFORMATION FOR
	NUMERICAL RESPONSE NOTED ABOVE COULD NOT
	BE LOCATED. PLEASE KNOW IN EITHER CASE
	THE AMOUNT OF FUEL SHALL BE STATED ON
	PLANS ALONG WITH THE GPH AND TIME FOR
	ALL LOADS AT 100%. THESE TIMES ARE
	REQUIRED ON THE PLANS.
	FBC 106.1.2

	PREVIOUS REVIEW NOTE
	PLEASE SEE FUEL IS REQUIRED PER NFPA-20
	FOR A MINIMUM OF 8HRS AT 100% FOR FIRE
	PUMP AND ALL OTHER ASSOCIATED LOADS,
	INCLUDING ETC.
	6-6.2

	29) NOTE: OK. SUB BASE TANK IS PART OF
	THE GEN.

	30) NOTE: OK AS NOTED.

	31) NOTE: NO, PLEASE SEE PLANS NOW
	MENTION CONDUITS AND MI CABLES AS
	OPTIONS. ?? PLEASE KNOW THE ACTUAL
	INSTALLATION SHALL BE SPECIFIED AT THIS
	TIME. REVISIONS TO THIS MAY BE DONE AT
	LATER DATE ONCE THE PERMIT IS ISSUED.
	PLEASE SEE 700.9D1 AS MENTIONED WHEN
	REQUIRED. PLEASE SEE THIS BUILDING IS
	100% SPRINKLED.

	PREVIOUS REVIEW NOTE
	PLEASE VERIFY "MI" CABLES BEING SHOWN
	ON PLANS AND RISER IN MANY LOCATIONS.
	PLEASE KNOW, THIS IS ONLY A NOTE AS THIS INSTALLATION
	FOR MI CABLE IS NOT COMMON
	FOR THIS TYPE OF CABLE. THIS IS
	PERMITTED AND IS IN NO WAY A NOTE FOR
	CORRECTION. THIS IS ONLY NOTED, AS IF
	SHOWN ON PLANS, THIS WILL BE REQUIRED
	AND IN LIEU OF REVISING PLANS AT A LATER
	DATE CHANGES CAN BE MADE IF THESE ARE
	NOT INTENDED.
	PLEASE INDICATE THE CABLE DEGREE
	RATINGS.

	32) NOTE:OK, AS MAINS ARE NOW SHOWN ON GENERATORS AND
	GROUNDING RISER DETAILS
	SD SYSTEM.

	PREVIOUS REVIEW NOTE
	PLEASE SEE EQUIPMENT GROUNDING
	CONDUCTORS ARE BEING SHOWN FROM THE
	GENERATORS.
	250.30

	33) NOTE:OK, THIS INFORMATION ON PLANS
	IS NOW BEING SHOWN. PLEASE KNOW, SPEC
	WERE NOTE ORIGINALLY SUBMITTED.

	PREVIOUS REVIEW NOTE
	PLEASE INDICATE THE OCP AT THE
	GENERATORS.
	215.5

	34) NOTE:OK, THE SIZES OF THE
	CONDUCTORS ARE NOW VERIFIED AT THIS
	REVIEW AS THE OVER CURRENT PROTECTION IS
	NOW BEING SHOWN ON THE GENERATORS. THIS
	COULD NOT VERIFIED ON PREVIOUS REVIEW AS
	THE OCP WAS NOT SHOWN ON GENERATORS AND
	SPEC BOOKS WERE NOT SUBMITTED.

	PREVIOUS REVIEW NOTE
	PLEASE SEE 445.13 FOR MIN SIZES OF THE
	FEEDERS FROM THE GENERATORS.

	35) NOTE: NO, PLEASE SEE COMPLETED
	PANELS HAVE NOT BEEN SUBMITTED IN SETS
	FOR REVIEW. PLEASE ALSO SEE CALCULATIONS
	PROVIDED ARE UNCLEAR AS LOADS SHOWN CAN
	NOT BE VERIFIED WITH NEC. PLEASE LOADS
	AS SHOWN DO NOT DETAIL HOW LOADS WERE
	DERIVED. PLEASE ALSO SEE CONTINUOUS
	LOADS AND LARGEST MOTOR LOADS AT 125%
	COULD NOT BE LOCATED.
	WATTS PER SQ FT, KNOWN LOADS ETC.

	PREVIOUS REVIEW NOTE
	PLEASE SUBMIT COMPLETE LOAD
	CALCULATIONS FOR THE BUILDING SERVICES
	AND PANELS.
	PLEASE SEE 220,220.3, 220.10, 220.11,
	220.13 ETC.
	PLEASE ALSO INDICATE ALL CONTINUOUS
	LOADS AND LARGEST MOTOR LOADS AT 125%.
	215.3, 230.42 ETC.

	36) NOTE: NO, PLEASE PROVIDE MINIMUM
	GUTTER SIZE(S) AT THIS TIME. THIS MAY BE
	REVISED ONCE CONDUITS ENTRIES ARE KNOW
	OR IF THEY ARE CHANGED AT A LATER DATE.
	THIS IS AND WILL BE REQUIRED ON PLANS BY
	THE RESPONSIBLE DESIGNER OF RECORD.
	FBC 106.1.2

	* PREVIOUS REVIEW NOTE **
	PLEASE INDICATE THE GUTTER SIZES ON
	RISER. THIS IS REQUIRED AT THIS TIME
	BASED ON THE MINIMUM DIMENSIONS REQUIRED
	FOR TURNING RADIUS AND BASED ON THE CONDUCTORS/FEEDERS
	ARE SHOWN ON RISER.
	368,215.5

	37) NOTE: NO. RESPONSE LETTER MENTIONS
	TO SEE TRANSFORMER SCHEDULE WHICH WAS ON
	PREVIOUS PLANS. PLEASE KNOW THE
	GROUNDING ELECTRODE SIZES AS NOTED ON
	TRANSFORMER SCHEDULE WAS NOT PART OF
	THIS NOTE. THE RISER SHOULD SHOW OR NOTE
	THE ATTACHMENT LOCATIONS. PLEASE ALSO
	CORRELATE WITH THE NEXT COMMENT.

	PREVIOUS REVIEW NOTE
	PLEASE INDICATE AND SHOW ALL ATTACHMENT
	LOCATIONS FOR THE TRANSFORMERS AS SHOWN
	ON RISER. PLEASE SEE 250.50,250.30,
	250.66 ETC.

	38) NOTE: NO. RESPONSE MENTIONS TO SEE
	GROUND RISER ON 3.04, HOWEVER THIS
	DETAIL IS FOR THE GROUNDING ELECTRODE
	SYSTEM. PLEASE SEE PREVIOUS NOTE AS THIS
	WAS TO PROVIDE A "GROUND RISER". THIS IS
	ONE FOR THE ENTIRE BUILDING THROUGH ALL
	FLOORS ETC. PLEASE KNOW THE MINIMUM SIZE
	WILL BE 3/0. PLEASE KNOW, THIS CAN BE
	DONE ON A SEPARATE SHEET AND EXISTING
	RISER DIAGRAM SHEET CAN NOTE TO SEE THIS
	SHEET OR THIS MAY BE PLACED ON THE RISER
	SHEETS IN LIGHT GRAY.
	FBC 106.1.2, NEC 250.58, 250.50 ETC

	PREVIOUS REVIEW NOTE
	PLEASE PROVIDE A ONE-LINE GROUND RISER
	ON RISER DIAGRAM OR SEPARATE SHEET.
	250.58, 215.5

	39) NOTE: NO. RESPONSE MENTIONS THIS
	REVIEW AND MODIFIED IF NECESSARY. PLEASE
	KNOW THIS IS PART OF THE REVIEW BY THIS
	OFFICE AND IS REQUIRED AT THIS TIME.
	PLEASE ALSO SEE NEW NOTES FOR CHANGES IN
	PLANS FROM FIRST REVIEW.

	PREVIOUS REVIEW NOTE
	PLEASE CORRELATE ALL OCP DEVICES FOR
	PANELS ON RISER AND PANELS SCHEDULE WHEN SUBMITTED.
	PLEASE SEE SOME OF THIS ON
	RISER DOES NOT CORRELATE AT THIS TIME
	WITH PANELS AS NOTED.
	215.5

	40) NOTE:NO. RESPONSE MENTIONS 250%
	FOR PRIMARY PLUS SECONDARY ETC. PLEASE
	SEE TABLE IN 450.3 WHICH CONTAINS
	(NOTES). PLEASE SEE NOTE BELOW TABLE IN
	ORDER TO USE THE250% ETC.
	PLEASE SEE THE NOTE #3 WHICH IS NEXT TO
	THE 250% IS ATTACHED TO THIS REVIEW.
	THIS IS TAKEN DIRECTLY FROM THE NEC:
	3. A TRANSFORMER EQUIPPED WITH
	COORDINATED THERMAL OVERLOAD PROTECTION
	BY THE MANUFACTURER AND ARRANGED TO
	INTERRUPT THE PRIMARY CURRENT SHALL BE
	PERMITTED TO HAVE PRIMARY OVERCURRENT
	PROTECTION RATED OR SET AT A CURRENT
	VALUE THAT IS NOT MORE THAN SIX TIMES
	THE RATED CURRENT OF THE TRANSFORMER FOR TRANSFORMERS
	HAVING NOT MORE THAN 6
	PERCENT IMPEDANCE AND NOT MORE THAN FOUR
	TIMES THE RATED CURRENT OF THE
	TRANSFORMER FOR TRANSFORMERS HAVING MORE
	THAN 6 PERCENT BUT NOT MORE THAN 10
	PERCENT IMPEDANCE.

	PREVIOUS REVIEW NOTE
	PLEASE SEE 450.3 FOR THE MAXIMUM OCP
	FOR TRANSFORMERS TO BE AT 125%. PLEASE
	KNOW, WHEN THE OCP DOES NOT CORRELATE,
	AND THEN IT IS PERMITTED TO GO TO THE
	NEXT SIZE UP, HOWEVER IT IS NOT
	PERMITTED TO GO MORE THAN THE STANDARDS
	OCP PROTECTION DEVICES AS LISTED IN
	240.6.
	PLEASE SEE TRANSFORMERS WHICH INDICATE
	THE OCP SET HIGHER THAN THE MAX 125%.
	215.5

	41) NOTE: OK. LT POLES REMOVED.

	42) NOTE: NO, COULD NOT LOCATE NOTES AS
	PREVIOUSLY REQUESTED ON PLANS.
	REQUIRED AT THIS TIME ON RECORD SET(S)
	OF PLANS.
	FBC 106.1.2, ETC AS NOTED.

	PREVIOUS REVIEW NOTE
	PLEASE KNOW, IT WAS NOTED THAT THE
	RISER DIAGRAM SHEET CONTAINED A NOTED
	FOR SIGNAGE PER 230.2E. PLEASE KNOW
	HOWEVER SIGNAGE, MAPPING SHALL BE
	REQUIRED AT ALL OTHER LOCATIONS; HOWEVER
	MOST IMPORTANTLY BE REQUIRED IN FULL IN
	THE FIRE COMMAND RM.
	PLEASE PROVIDE A NOTE FOR THE SIGNAGE ON
	THE SHEET FOR THE FC ROOM. PLEASE NOTE
	THAT ALL LETTERING SHALL BE A MINIMUM OF
	1? AND ON CONTRASTING BACKGROUND.

	43) NOTE:NO, COULD NOT LOCATE THIS
	INFORMATION AND NOTES ON PLANS.
	REQUIRED AT THIS TIME ON RECORD SET(S)
	OF PLANS.
	FBC 106.1.2 ETC AS NOTED.

	PREVIOUS REVIEW NOTE
	PLEASE SEE NFPA-72 4.4.1.4.2.2 FOR THE
	REQUIRED DISCONNECTING MEANS FOR THE
	PRIMARY OF THE FIRE ALARM SYSTEM.
	PLEASE ALSO BE SURE ALL ITEMS ARE LISTED
	ON PLANS FOR THE FIRE COMMAND ROOM AS
	SET FORTH IN NFPA-10111.8, 11.8.5

	44) NOTE:SAME NOTE AS THE SAME WAS
	DONE ON THE REVIEW.

	PREVIOUS REVIEW NOTE
	PLEASE KNOW MANY OF THE ABOVE ITEMS HAVE
	BEEN REDLINED ON ONE OF THE SETS OF
	SUBMITTED PLANS BUT IS IN NO WAY ALL
	POSSIBLE ITEMS AS MENTIONED ABOVE.

	45) NOTE: OK, PLEASE DO THE SAME ON NEXT RESPONSE.

	PREVIOUS REVIEW NOTE
	PLEASE SEE THAT A TYPE WRITTEN RESPONSE
	FROM THE DESIGN TEAM FOR EACH OF THE
	ABOVE COMMENTS WILL HELP IN EXPEDITING
	THE NEXT REVIEW PROCESS.

	****** NEW NOTES *********

	46) NOTE: PLEASE CORRELATE THE PARALLEL
	SWITCH GEAR RISER/ELEVATION SUBMITTED ON
	E3.03 WITH THAT OF THE OVERCURRENT
	PROTECTION DEVICES AS SHOWN AND LISTED
	ON RISER DIAGRAM.
	FBC 106.1.2
	NOT ON PREVIOUS REVIEW AS INFORMATION ON
	SW GEAR WAS NOTE SHOWN.

	47) NOTE: IMPORTANT
	PLEASE SEE FS 471.025 AND FAC
	61G15-23.002 AS THESE REQUIRED UNDER
	FLORIDA LAW THAT THE ENGINEER OF RECORD
	HOLDING SAID LICENSE AND SEAL TO SIGN,
	DATE AND SEAL ALL SAID PLANS. PLEASE
	KNOW THAT THE SIGNING OF PLANS MAY NOT
	BE NOT BE DESIGNATED TO ANYONE OTHER
	THAN THE ENGINEER HOLDING SAID LICENSE.
	PLEASE SEE MECHANICAL, ELECTRICAL,
	PLUMBING AND FIRE ALARM (FA) SHEETS ARE
	NOW SIGNED WITH COMPLETELY DIFFERENT
	SIGNATURES THAN ON PREVIOUS SETS OF
	PLANS. IT IS KNOWN BY THIS OFFICE THAT
	AFTER SIGNING MANY SHEETS THAT A
	SIGNATURE WILL VARY, HOWEVER THESE ARE
	NOT EVEN CLOSE IN RESEMBLANCE OF ONE
	ANOTHER.
	PLEASE SUBMIT SIGNED, DATED AND SEALED
	LETTERS FOR LEGAL SIGNATURE
	VERIFICATION. PLEASE KNOW THESE LETTERS
	SHALL ALSO BE NOTARIZED AS LEGALLY
	REQUIRED IN THE STATE IN WHICH NOTARY IS
	HELD. IF THIS IS DONE IN THE STATE OF
	FLORIDA PLEASE SEE FS 117.05.
	PLEASE ALSO SUBMIT A PHOTO-COPY OF THE
	DRIVER?S LICENSE FOR SAID MEP DESIGNERS
	OF RECORD. PLEASE KNOW PERSONNEL
	INFORMATION SUCH AS THE DL # AND HOME
	ADDRESS MAY BE CROSSED OUT.
	*PLEASE KNOW ONE COMPLETE SET OF PLANS
	OF ORIGINAL SUBMITTED PLANS AND NEW SETS
	ARE BEING RETAINED BY THIS OFFICE.
	PLEASE ALSO KNOW THE "S" SHEETS OF ONE
	SET ARE ALSO BEING RETAINED BY THIS
	OFFICE.
	*PLEASE KNOW THESE PLANS MAY BE
	SUBMITTED TO THE FLORIDA BOARD OF
	PROFESSIONAL ENGINEERS AND THE STATE?S
	LEGAL COUNSEL TO THE BOARD FOR PIER
	REVIEW AND REVIEW OF SAID VIOLATIONS
	INCLUDING INFORMATION AND LICENSURE
	REQUIRED AS NOTED ON PREVIOUS REVIEW.
	NOTE #2 ABOVE.

	48) NOTE: PLEASE SEE ENERGY CALCULATIONS
	ARE ALSO REQUIRED TO BE SIGNED, DATED
	AND SEALED BY THE RESPONSIBLE
	DESIGNER/ENGINEER OF RECORD.
	PLEASE SEE ALL SIGNATURES ON THESE
	CALCULATIONS AT THIS TIME DO NOT
	CORRELATE WITH THE SUBMITTED PLANS AS
	NOTED IN NOTE #47 ABOVE.
	PLEASE SEE THIS IS ALSO FOR THE
	ARCHITECT MR. MICHAEL ROSSIN AS THE
	SIGNATURES DO NOT CORRELATE.

	49) NOTE: PLEASE SEE SHEET "S"
	SITE/SURVEY IS NOT VALID UNLESS SIGNED,
	DATED AND SEAL AS REQUIRED UNDER FS
	4712.025, FAC 61G1-17

	50) NOTE: PLEASE SEE ATTACHED COPY OF
	FLORIDA STATUES 553.80(2)(B) WITH
	RESPECT TO DESIGN PROFESSIONALS AND
	REPEAT CODE COMPLIANT COMMENTS. PLEASE
	KNOW IF PLANS HAVE ANY OF THE SAME CODE
	COMPLIANT COMMENTS NOT ADDRESSED, A 4X
	FEE SHALL BE ASSESSED BASED ON PORTION
	OF PERMIT FEE ATTRIBUTED TO THE PLAN
	REVIEW. PLEASE KNOW THIS PLAN REVIEW
	POSTION IS 30% AND THIS WOULD BE TIMES
	FOUR.
	THIS IS ONLY GIVEN AS A NOTICE AT THIS
	TIME.

	PLEASE BE SURE TO ALL SEE ALL COMMENTS
	FROM ALL OTHER TRADES AND THEY MAY
	AFFECT ELECTRICAL PLANS AND DESIGN.

	PLEASE SUBMIT THE ABOVE INFORMATION FOR
	REVIEW. IF THERE ARE ANY QUESTIONS OR
	COMMENTS, PLEASE DO NOT HESITATE IN
	CONTACTING THIS OFFICE.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	561-805-6717
	[email protected]

2006-07-22 00:00:00	REVIEW IN PROGRESS, FOR COMPLETETION
2006-07-17 00:00:00	REVIEW IN PROGRESS
	** REVIEW STOPPED.
	REVIEW TO CONTINUE ON 7/18
	AS OF REVIEW TO THIS TIME, PLANS WILL BE
	GOING INTO A "F" STATUS WITH COMMENTS
	TO FOLLOW ONCE REVIEW HAS BEEN
	COMPLETED.
2006-07-16 00:00:00	ONE ROLL OF PLANS IN ELECTRIC FOR
	REVIEW ALONG WITH SPEC BOOKS, SUBMITTALS
	ETC IN BINDERS.
	REVIEW STOPPED, TO CONTINUE ON 7/17

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2006-06-06			Cont ID
Sent By	dpalmer			Date	2006-06-06	Time	20:38	Rev Time	0.00
Received By	dpalmer			Date	2006-06-02	Time	18:53	Sent To

Notes

2006-06-06 00:00:00
	*************UNSAT *************

	CITY PLACE OFFICE TOWER
	525 OKEECHOBEE BLVD.



	*** PLEASE KNOW PLANS AND SUBMITTED
	PAPER WORK IS NOT COMPLETE AT THIS TIME
	FOR A COMPLETE AND SUFFICIENT REVIEW.
	PLEASE KNOW THERE MAY BE FURTHER
	COMMENTS ONCE ALL INFORMATION IS
	SUBMITTED.

	1) NOTE: PLEASE KNOW, BEFORE
	RE-SUBMITTING PLANS. PLEASE COMPLETELY
	REMOVE ALL OLD/VOIDED SHEETS AND ONLY
	INSERT NEW REVISED SHEETS INTO COMPLETED
	SETS FOR REVIEW AND STAMPING. PLEASE
	KNOW SINCE MANY OF THE COMMENTS BELOW
	AFFECT ALL OF THE SHEETS IN THE SETS,
	ONLY ONE ROLL OF OLD SETS SHOULD BE
	SUBMITTED FOR REFERENCE WHEN PLANS ARE
	BROUGHT BACK. THESE SHOULD BE LABELED
	"OLD/VOIDED".

	2) NOTE: PLEASE SEE MISSING INFORMATION
	ON MANY OF THE TITLE BLOCKS ON PLANS.
	PLEASE SEE MISSING FIRM LICENSE NUMBERS
	WHICH ARE THE CERTIFICATE OF
	AUTHORIZATION NUMBERS FOR MORE THAN ONE
	FIRM. PLEASE SEE LANDSCAPE AND MEP
	ENGINEERING FIRMS. PLEASE ALSO SEE MANY
	SHEETS ARE MISSING THE PRINTED NAME AND
	LICENSE NUMBER FOR THE PERSON SIGNING
	AND SEALING SAID DOCUMENTS.
	PLEASE SEE THE FLORIDA ADMINISTRATIVE
	CODE 61G1-16.004 AND 61G15-23.002.
	FLORIDA STATUES 471.023, 481.219

	3) NOTE: PLEASE SEE OTHER SHEETS WHICH
	CONTAIN A "STAMP" FOR THE REQUIRED
	"ORIGINAL" SIGNATURE BY THE DESIGN
	PROFESSIONAL. PLEASE SEE "S" SHEETS.
	FLORIDA STATUES 471.025
	PLEASE ALSO SEE ANY COMMENTS FROM OTHER
	TRADES WHICH RESPECT TO THE SEAL
	CONTAINING THE WORDING OF "CERTIFICATE"
	WHICH IS NOT LONGER ACCEPTED.
	FAC 61G1-16.001

	4) NOTE: PLEASE SEE PLANS SHALL CONTAIN
	THE FOLLOWING MIN CODES REFERENCED AND
	LISTED ON PLANS FOR DESIGN.
	THE ARCHITECTURAL LISTS THE 2004 FBC.
	PLEASE LIST:
	2002 NFPA-70 NATIONAL ELECTRICAL CODE
	2003 NFPA-101 LIFE SAFETY CODE
	2003 NFPA-20 FIRE PUMPS
	2002 NFPA-110 EMERGENCY AND.
	STANDBY POWER SYSTEMS.
	NFPA-72 2002
	THESE ARE REQUIRED AT A MIN.

	5) NOTE: PLEASE SUBMIT ALL MANUFACTURES
	SPECS/CUT SHEETS FOR THE FOLLOWING.
	GENERATOR(S), ATS SWITCHES, FIRE PUMP,
	FIRE PUMP CONTROLLER, FUEL TANK,
	PARALLELING SWITCH GEAR AND OTHER
	ASSOCIATE SWITCHGEAR.
	PLEASE KNOW, NONE OF THESE WERE
	SUBMITTED AND UNABLE TO VERIFY MANY
	ITEMS FOR CODE COMPLIANCE AT THIS TIME.
	PLEASE BE SURE ALL EQUIPMENT SHEETS
	/SPECS CONTAIN LISTINGS FROM A NRTL.

	6) NOTE: PLEASE SEE PLANS SEEM TO
	INDICATE THE 2000KW GENERATORS LOCATED
	ON A SEPARATE PROPERTY. PLEASE KNOW,
	PROPERTY LINES MAY CHANGE, SEPARATE
	PERMIT MAY BE REQUIRED ALSO IF INDEED
	THESE ARE ON SEPARATE PROPERTIES. THERE
	MAY ALSO BE THE POSSIBILITY OF EASEMENTS
	WHICH MAY NEED TO BE GRANTED.
	PLEASE ALSO SEE THE ELEVATOR TOWER BEING
	CONSTRUCTED NEXT TO THE PARKING GARAGE
	ALSO SEEM TO BE ON A SEPARATE LEGAL
	PROPERTY BEING FED FROM THE MAIN TOWER.
	PLEASE KNOW THIS MAY NOT BE POSSIBLE
	DEPENDING ON THE OUTCOME OR CHANGES IN
	PROPERTY LINES ETC.
	PLEASE SEE THE PROPOSED WORK IN CORRIDOR
	LOCATED AT THE "B" BLOCK GARAGE
	STRUCTURE WILL BE REQUIRED UNDER A
	SEPARATE PERMIT.
	** PLEASE ALSO SEE BUILDING REVIEW
	COMMENTS FOR ABOVE AS MANY OF THESE
	ITEMS ARE TO BE PLACED IN BUILDING
	REVIEW AND MAY AFFECT PLANS SUBMITTED.

	7) NOTE: PLEASE CLARIFY USE AND
	EQUIPMENT IN THE CATERING ROOM AS STATED
	ON 6TH FLOOR. PLEASE LIST ALL 15/20AMP
	120V RECEPTS AS GFI/GFI PROTECTED AS PER
	210.8B3.
	(KITCHENS IN OTHER THAN DWELLING UNITS)

	8) NOTE: PLEASE SEE GATES ARE INDICATED
	AT TWO DIFFERENT LOCATIONS, HOWEVER
	ELECTRICAL TO THESE DO NOT SEEM TO BE
	COMPLETE AT THIS TIME.
	PLEASE PROVIDE INFORMATION FOR ACCESS
	AND EGRESS IN THE EVENT OF POWER FAILURE
	AND/OR OVER RIDE FOR THESE. PLEASE SEE
	FIRE REVIEW COMMENTS AS THIS MAY BE IN
	QUESTION.

	8) NOTE: PLEASE SUBMIT COMPLETED PANEL
	SCHEDULES FOR ALL PANELS. THE PANELS ARE
	INDICATED ON E3.03 ARE NOT SUFFICIENT
	FOR REVIEW OF ALL SAID ELECTRICAL BRANCH
	CIRCUITS FOR OVERCURRENT PROTECTION,
	CONDUCTOR SIZES ETC.
	215.5
	MANY ITEMS CAN NOT BE REVIEWED AT THIS
	TIME.
	AN EQUIPMENT SCHEDULE AS SUBMITTED IS
	OK, HOWEVER THESE ITEMS SHOULD BE LISTED
	ON PANEL SCHEDULES TO BE SUBMITTED.

	9) NOTE: PLEASE COMPLETE ALL THE
	CIRCUITING AND SWITCH LEGS ON PLANS AND
	LAYOUTS. PLEASE SEE MANY AREAS ARE LEFT
	TO FIGURE WHERE THESE DEVICES, OUTLETS,
	OR LIGHTING OUTLETS ARE BEING FED FROM
	AND/OR CONTROLLED.
	PLEASE CORRELATE WITH PANEL SCHEDULES TO
	BE SUBMITTED.
	215.5

	10) NOTE: PLEASE CORRELATE ARCHITECTURAL
	PLANS WITH ELECTRICAL. PLEASE SEE FLOORS
	6-14 ARE SHOWN CONTAINING A CORRIDOR TO
	MAIN ELECTRICAL ROOM ON EACH OF THESE
	FLOORS ON ELECTRICAL PLANS, HOWEVER
	ARCH DO NOT SHOW THESE CORRIDORS OF
	COMMON AREAS.?
	PLEASE SEE FLOORS 15 AND 16 ON BOTH A
	AND E?S DO NOT SHOW ANY CORRIDORS AND
	OBTAININGACCESS TO THE ELECTRICAL ROOM
	ON EACH OF THOSE FLOORS ARE ONLY THROUGH
	THE PROPOSED FUTURE TENANT SPACE. PLEASE
	KNOW IT IS NOT KNOWN AT THIS TIME IF
	THERE WILL BE ONE, TWO THREE OR MORE
	TENANTS ON EACH FLOOR AND ACCESS TO EACH
	TENANT'S ELECTRICAL PANEL(S) AND OVER
	CURRENT PROTECTION DEVICES MAY NOT BE
	THROUGH TENANT OCCUPANCY. PLEASE ALSO
	KNOW THE HOUSE POWER/COMMON AREAS MAY
	ALSO NOT BE ACCESSED THROUGH THE
	TENANT'S SPACE.
	PLEASE KNOW, EACH CORRIDOR AS SHOWN ON
	FLOORS 6-14 SHALL BE THE SAME ON ALL
	FLOORS AND SHOULD CORRELATE AS THE SAME
	ON ARCHITECTURAL SHEETS.
	210.25, 215.5, 240.24

	11) NOTE: PLEASE PROVIDE EXIT/EGRESS
	LIGHTING TO THE PUBLIC RIGHT OF WAY.
	PLEASE SEE THE PUBLIC RIGHT OF WAY IS
	NOT DIRECTLY OUTSIDE THE STAIR #2 DOOR
	AND THE PUBLIC RIGHT OF WAY SEEMS TO BE
	LOCATED AROUND THE FRONT OF THE
	BUILDING. PLEASE SEE BUILDING REVIEW
	NOTES FOR EXIT CORRIDOR FOR STAIR #2.
	PLEASE SEE PLANS REDLINED FOR POSSIBLE
	CHANGE WHICH MAY BE OPTED FOR.
	NFPA-101 7.8, 7.9.

	12) NOTE: PLEASE SEE CONDUITS AND
	FEEDERS FROM ATS #1 AND ATS #2 ARE BEING
	NOTED AS INSTALLED IN RATED EXIT
	CORRIDOR.
	PLEASE SEE THESE CONDUITS MAY NOT BE
	LOCATED AS SHOWN ON PLANS.
	THIS IS NOT SHOWN ON ARCHITECTURAL
	SHEETS AND THIS INFORMATION WAS GIVEN TO
	THE BUILDING REVIEWER. PLEASE SEE
	BUILDING NOTES.

	13) NOTE: PLEASE CLARIFY ALL MAINS AND
	DISTRIBUTION EQUIPMENT CONTAINING ALL
	MAINS, GROUPING ETC PER 230.70, 230.72,
	230.76, 230.79, AND 225.31-225.39
	PLEASE KNOW, DUE TO THE INFORMATION OF
	THE SWITCH GEAR NOT SUBMITTED, SHOWN AND
	WHETHER OR NOT THESE CONTAIN MAINS, WITH
	MANUAL MEANS OF DISCONNECT LOCATED ON
	THE OUTSIDE OF THE EQUIPMENT, GROUPED
	ETC. THE LOCATIONS OF SOME SERVICE
	EQUIPMENT CAN NOT REVIEWED FOR LOCATIONS
	AT THIS TIME.

	14) NOTE: PLEASE SEE THE EMERGENCY
	SYSTEMS ARE BEING SHOWN IN THE SAME
	EQUIPMENT AS THE NORMAL MAINS. PLEASE
	KNOW, THESE SHALL NOT BE LOCATED IN THE
	SAME EQUIPMENT AND SERVED BY THE SAME
	SERVICE.
	PLEASE REVISE SERVICE AS SHOWN.
	701.1, NFPA-110 CHAPTER 7 ETC

	15) NOTE: PLEASE SEE SOME AREAS AT THE
	EXIT TO THE STAIRS IN THE PARKING
	GARAGES WILL BE REQUIRED TO CONTAIN A
	BATTERY BACK UP FIXTURE OF SOME SORT
	DEPENDING ON THE OPERATION OF THE
	STAND-BY GENERATORS. PLEASE CLARIFY IF
	ORDER OF OPERATION OF THE GENERATORS AS
	WILL BE SO THAT OF THE SINGLE OCP AT THE
	800KW GEN TRIPS THE OTHER TWO STAND-BY
	GEN?S WILL COME ONLINE?
	PLEASE SEE 7.9.2.2

	16) NOTE: PLEASE A KNOW, A BATTERY BACK
	UP LT FIXTURE WILL BE REQUIRED IN MAIN
	ELECTRICAL ROOM(S), MAIN ELECTRICAL RM
	ON 5TH FLR, ELEVATOR EQUIPMENT ROOMS,
	FIRE PUMP ROOM, FIRE COMMAND ROOMAND
	GEN ROOM. PLEASE KNOW SOME OF THESE ARE
	SHOWN ALREADY AND DO NOT NEED TO BE
	ADDED, HOWEVER SOME ARE NOT.
	700.16,7.8.1.3,7.9.2.2 700.22 ETC.

	17) NOTE: PLEASE SEE SOME ELECTRICAL
	ROOMS DOORS SEEM TO SWING INTO EITHER
	ELECTRICAL EQUIPMENT OR OTHER EQUIPMENT
	SHOWN ON PLANS.
	PLEASE SEE DOOR SWINGS ON SOME DOORS
	WILL BE REQUIRED TO SWING OUT (5TH FLOOR
	MAIN RM) .
	PLEASE SEE SOME ROOMS APPEAR TO SHOW
	EQUIPMENTIN THE MIN CLEARANCE AREAS
	REQUIRED PER 110.26.
	PLEASE ALSO PLACE NOTES ON PLANS AT
	LOCATION FOR MAIN ELECTRICAL ROOMS THAT
	ALL DOORS SHALL BE EQUIPMENT WITH SUCH
	ACCEPTED PANIC HARDWARE AND OPEN ON THE
	MEANS OF EGRESS WITH OUT ANY TRIPPING
	HAZARDS.
	PLEASE KNOW THIS WILL AFFECT DOOR
	SCHEDULE ON ARCHITECTURAL PLANS AND
	POSSIBLE DOOR SWINGS ON A SHEETS AS NOW
	SHOWN.

	18) NOTE: PLEASE PROVIDE THE ELEVATION
	OF THE EM DISTRIBUTION SYSTEM AND
	EQUIPMENT.
	PLEASE SEE NFPA-110 7.2.3* WHICH
	REQUIRES THE ELEVATION TO MEET THE
	"SLOSH" PREDICTION LEVELS BASED ON A
	CATEGORY 4 STORM.
	THE ELEVATION FOR PROPERTY SHOULD BE OK,
	HOWEVER THIS ELEVATION IS REQUIRED TO BE
	STATED ON PLANS AND VERIFICATION THAT
	ALL REQUIRED EMERGENCY SYSTEMS ARE
	ABOVE.
	PLEASE SEE THAT "SLOSH", MEANS SEA,
	LAKE, OVERLAND, SURGES BY HURRICANES.

	19) NOTE: PLEASE COMPLETE FIXTURE
	SCHEDULES AND PLEASE CORRELATE ALL
	FIXTURES AS SHOWN ON PLANS WITH THE
	FIXTURES SCHEDULES SUBMITTED.
	215.5

	20) NOTE: PLEASE SEE RISER IS SHOWING
	GFI PROTECTION FOR SOME MAINS???
	PLEASE SEE GF (GROUND FAULT) PROTECTION
	IS REQUIRED PER 240.13, 230.95 ETC ,
	HOWEVER PLEASE SEE GFI PROTECTION IS
	PERSONNEL PROTECTION.
	PLEASE SEE PROTECTION IS ALSO BEING
	SHOWN ON ALL SECONDARY OVER CURRENT
	PROTECTION??
	PLEASE KNOW, THIS IS NOT REQUIRED FOR
	THIS STRUCTURE, CLASS AND OCCUPANCY, BUT
	HOWEVER IS PERMITTED.
	PLEASE ALSO SEE GF SEEMS TO BE SHOWN ON
	THE EM SIDE OF THE DISTRIBUTION
	SYSTEM(S) WHICH IS UNCLEAR. PLEASE SEE
	700.7D, 700.26, NFPA-110
	PLEASE SEE THE CODE IS CLEAR WHEN GROUND
	FAULT PROTECTION IS REQUIRED AND WHEN
	SENSING OF SUCH GROUND FAULTS ARE
	REQUIRED , HOWEVER PLEASE KNOW GROUND
	FAULT PROTECTION IS NOT IDEALON THE
	EMERGENCY SIDE DUE TO THE NATURE OF THE
	EMERGENCY DISTRIBUTIONSYSTEM AND THE
	NEED OF MAINTAINING CERTAIN SYSTEMS ON
	DURING AN EMERGENCY.PLEASE KNOW,
	SENSING OF THE GROUND FAULT WOULD BE
	NEEDED TO CORRECT ANY SITUATION IN SUCH
	EQUIPMENT. PLEASE KNOW, IT HAS BEEN
	DETERMINED BY THIS AHJ, THAT THE GF
	PROTECTION ON THE REQUIRED EM SYSTEMS
	SHOULD NOT BE PROVIDED AND ONLY SENSING
	FOR THE PURPOSE AS STATED AND REQUIRED.

	21) NOTE: PLEASE KNOW, 4-POLE ATS
	SWITCHES ARE BEING SHOWN AS REQUIRED TO
	ACHIEVE THE CORRECT GROUND FAULT
	SENSING, HOWEVER THE GENERATORS DO NOT
	SEEM TO BE INDICATED A SEPARATELY
	DERIVED AS REQUIRED.
	250.30, 250.50.

	22) NOTE: PLEASE SEE THE GROUNDING
	ELECTRODE SYSTEM IS REQUIRED TO SHOW THE
	FOOTER/FOUNDATION STEEL AS PART OF THE
	GROUNDING ELECTRICAL SYSTEM.
	250.50

	23) NOTE: PLEASE SEE A NOTE ON PLANS
	MENTIONS THAT A LIGHTNING PROTECTION
	SYSTEM WILL BE REQUIRED.
	PLEASE KNOW, THIS SYSTEM MAY ONLY BE
	INSTALLED BY A CERTIFIED LIGHTNING
	PROTECTION CONTRACTOR WHO CAN CERTIFY
	SUCH A SYSTEM UNDER UL 96 AND NFPA-780.
	THIS SHALL BE A SEPARATE PERMIT, WITH
	PLANS AND FEES.
	PLEASE KNOW HOWEVER A NOTE SHALL BE
	PLACE ON THESE ELECTRICAL PLANS ON ROOF
	TOP PLANS STATING; "ALL OR ANY LIGHTNING
	PROTECTION SYSTEMS SHALL BE INSTALLED
	PER NFPA-780 AND LISTED PER UL 96." THIS
	WORDING SHOULD BE TO THAT SAME AFFECT,
	BUT NOT REQUIRED TO BE STATED AS ABOVE.
	PLEASE KNOW, THIS AHJ DOES NOT ACCEPT
	ANY OTHER SYSTEM NOT ACCEPTED BY
	NFPA-780. PLEASE KNOW THERE ARE MANY
	SYSTEMS ON THE MARKET WHICH CLAIM TO
	"PREVENT" OR "DISSIPATE" LIGHTNING ETC
	WHICH ARE NOT PERMITTED.

	24) NOTE: PLEASE SEE 620.23 ABC AND
	620.24ABC FOR REQUIRED CIRCUITS AND
	CONTROLS.
	PLEASE SEE ALLCAN NOT BE VERIFIED AT
	THIS TIME.

	25) NOTE: PLEASE SEE 2004 FBC CHAPTER
	13.
	PLEASE SEE 13-413.1.ABC.1 FOR A WORST
	CASE SCENARIO TO BE PROVIDED FOR FEEDERS
	AND BRANCH CIRCUITS.
	PLEASE SEE 13-413.1.ABC.2.2.
	PLEASE SEE 13-415.1.ABC.1.1,
	13-415.1.ABC.1.2, 13-415.1.ABC.1.3 FOR
	LIGHTING AND CONTROLS FOR ALL AREAS.
	PLEASE SEE SOME EXCEPTIONS ARE
	PERMITTED.
	PLEASE SEE OUTSIDE AREAS , TANDEM WIRING
	ETC.

	26) NOTE: PLEASE SEE MINIMUM LIGHTING
	FOR EGRESS ETC WILL BE REQUIRED INSIDE
	THE FUTURE TENANT BUILD OUT SPACES. THIS
	HAS ALSO BEEN CONFIRMED ALSO WITH THE
	FIRE MARSHAL?S OFFICE AND WILL BE
	REQUIRED.
	THESE SHOULD BE WIRED INTO THE HOUSE
	PANELS AT THIS TIME AND CAN BE REMOVED
	ONCE TENANT OCCUPANCY TAKES PLACE.
	PLEASE ALSO SEE EXIT LIGHTS.
	IF THESE AREAS ARE OCCUPIED AT ANYTIME
	FOR ANY REASON BEFORE A BUILD OUT HAS
	TAKEN PLACE AND THE POWER GOES OUT,
	MINIMUM LIGHTING SHALL BE PROVIDED TO
	DIRECT ANY SAID OCCUPANTS TO THE EXIT.
	NFPA-101,7.8,7.9

	27) NOTE: PLEASE SEE PREVIOUS NOTES
	ABOVE WHICH REQUESTED THE MANUFACTURES
	SPEC/CUT SHEETS FOR THE FIRE PUMP AND
	FIRE PUMP CONTROLLER. PLEASE KNOW, THE
	PLANS SHALL INDICATE THE OCP AND LOCKED
	ROTOR OCP. PLEASE SEE RISER NOW SEEMS TO
	INDICATE THE FPC TO BE LISTED ETC.
	PLEASE KNOW, IF THE FCP MEETS NFPA-20
	FOR THE DISCONNECT MEANS RATED FOR THE
	LOAD SERVED LOCATE ON THE OUTSIDE OF THE
	EQUIPMENT AND CONTAINS THE OVER CURRENT
	PROTECTION SET AT LOCKED ROTOR AS
	REQUIRED BY 695.4B1 AND NFPA-20
	10.4.2,10.4.2.2, 10.3.6, 10.4.4 ETC.
	PLEASE SEE RISER SHOWS AN ADDITIONAL
	800A DISCONNECT LOCATED AHEAD OF THE
	LISTED FPC? PLEASE VERIFY AND CLARIFY
	THIS.

	28) NOTE: PLEASE SEE FUEL IS REQUIRED
	PER NFPA-20 FOR A MINIMUM OF 8HRS AT
	100% FOR FIRE PUMP AND ALL OTHER
	ASSOCIATED LOADS, INCLUDING ETC.
	6-6.2
	UNABLE TO VERIFY DUE TO THE AMOUNT OF
	FUEL TANKS, GPH ETC NOT SUBMITTED FOR
	REVIEW AT THIS TIME.

	29) NOTE: PLEASE NOTE ON PLANS AND
	PLEASE SEE NFPA-110 7.9, PARTICULARLY
	7.9.3.1 FOR FUEL LINE TYPES.

	30) NOTE: PLEASE SEE MANY LOCATIONS ON
	RISER BREAKERS FOR SHELL AND FUTURE ARE
	NOTED AS ELECTRICALLY OPERATED. PLEASE
	CLARIFY IF THESE BREAKERS STILL CONTAIN
	A MANUAL MEANS OF DISCONNECT?

	31) NOTE: PLEASE VERIFY "MI" CABLES
	BEING SHOWN ON PLANS AND RISER IN MANY
	LOCATIONS. PLEASE KNOW, THIS IS ONLY A
	NOTE AS THIS INSTALLATION FOR MI CABLE
	IS NOT COMMON FOR THIS TYPE OF CABLE.
	THIS IS PERMITTED AND IS IN NO WAY A
	NOTE FOR CORRECTION. THIS IS ONLY NOTED,
	AS IF SHOWN ON PLANS, THIS WILL BE
	REQUIRED AND IN LIEU OF REVISING PLANS
	AT A LATER DATE CHANGES CAN BE MADE IF
	THESE ARE NOT INTENDED.
	PLEASE INDICATE THE CABLE DEGREE
	RATINGS.

	32) NOTE: PLEASE SEE EQUIPMENT GROUNDING
	CONDUCTORS ARE BEING SHOWN FROM THE
	GENERATORS.
	250.30

	33) NOTE: PLEASE INDICATE THE OCP AT THE
	GENERATORS.
	215.5

	34) NOTE: PLEASE SEE 445.13 FOR MIN
	SIZES OF THE FEEDERS FROM THE
	GENERATORS.

	35) NOTE: PLEASE SUBMIT COMPLETE LOAD
	CALCULATIONS FOR THE BUILDING SERVICES
	AND PANELS.
	PLEASE SEE
	220,220.3,220.10,220.11,220.13 ETC.
	PLEASE ALSO INDICATE ALL CONTINUOUS
	LOADS AND LARGEST MOTOR LOADS AT 125%.
	215.3,230.42 ETC.

	36) NOTE: PLEASE INDICATE THE GUTTER
	SIZES ON RISER. THIS IS REQUIRED AT THIS
	TIME BASED ON THE MINIMUM DIMENSIONS
	REQUIRED FOR TURNING RADIUS AND BASED ON
	THE CONDUCTORS/FEEDERS ARE SHOWN ON
	RISER.
	368,215.5

	37) NOTE: PLEASE INDICATE AND SHOW ALL
	ATTACHMENT LOCATIONS FOR THE
	TRANSFORMERS AS SHOWN ON RISER. PLEASE
	SEE 250.50,250.30,250.66 ETC.

	38) NOTE: PLEASE PROVIDE A ONE-LINE
	GROUND RISER ON RISER DIAGRAM OR
	SEPARATE SHEET. 250.58, 215.5

	39) NOTE: PLEASE CORRELATE ALL OCP
	DEVICES FOR PANELS ON RISER AND PANELS
	SCHEDULE WHEN SUBMITTED. PLEASE SEE SOME
	OF THIS ON RISER DOES NOT CORRELATE AT
	THIS TIME WITH PANELS AS NOTED.
	215.5

	40) NOTE: PLEASE SEE 450.3 FOR THE
	MAXIMUM OCP FOR TRANSFORMERS TO BE AT
	125%. PLEASE KNOW, WHEN THE OCP DOES NOT
	CORRELATE, AND THEN IT IS PERMITTED TO
	GO TO THE NEXT SIZE UP, HOWEVER IT IS
	NOT PERMITTED TO GO MORE THAN THE
	STANDARDS OCP PROTECTION DEVICES AS
	LISTED IN 240.6.
	PLEASE SEE TRANSFORMERS WHICH INDICATE
	THE OCP SET HIGHER THAN THE MAX 125%.
	215.5

	41) NOTE: PLEASE PROVIDE ANY WIND
	LOADING ON LIGHT POLES OUTSIDE. PLEASE
	KNOW, THE RATINGS SHALL BE BASED ON FBC
	2004 140MPH. THESE CALCULATIONS WILL BE
	REVIEWED BY THE STRUCTURAL REVIEWER WHEN
	SUBMITTED.

	42) NOTE: PLEASE KNOW, IT WAS NOTED THAT
	THE RISER DIAGRAM SHEET CONTAINED A
	NOTED FOR SIGNAGE PER 230.2E. PLEASE
	KNOW HOWEVER SIGNAGE, MAPPING SHALL BE
	REQUIRED AT ALL OTHER LOCATIONS; HOWEVER
	MOST IMPORTANTLY BE REQUIRED IN FULL IN
	THE FIRE COMMAND RM.
	PLEASE PROVIDE A NOTE FOR THE SIGNAGE ON
	THE SHEET FOR THE FC ROOM. PLEASE NOTE
	THAT ALL LETTERING SHALL BE A MINIMUM OF
	1" AND ON CONTRASTING BACKGROUND.

	43) NOTE: PLEASE SEE NFPA-72 4.4.1.4.2.2
	FOR THE REQUIRED DISCONNECTING MEANS FOR
	THE PRIMARY OF THE FIRE ALARM SYSTEM.
	PLEASE ALSO BE SURE ALL ITEMS ARE LISTED
	ON PLANS FOR THE FIRE COMMAND ROOM AS
	SET FORTH IN NFPA-10111.8, 11.8.5

	44) NOTE: PLEASE KNOW MANY OF THE ABOVE
	ITEMS HAVE BEEN REDLINED ON ONE OF THE
	SETS OF SUBMITTED PLANS BUT IS IN NO WAY
	ALL POSSIBLE ITEMS AS MENTIONED ABOVE.

	45) NOTE: PLEASE SEE THAT A TYPE WRITTEN
	RESPONSE FROM THE DESIGN TEAM FOR EACH
	OF THE ABOVE COMMENTS WILL HELP IN
	EXPEDITING THE NEXT REVIEW PROCESS.

	PLEASE BE SURE TO ALL SEE ALL COMMENTS
	FROM ALL OTHER TRADES AND THEY MAY
	AFFECT ELECTRICAL PLANS AND DESIGN.


	PLEASE SUBMIT THE ABOVE INFORMATION FOR
	REVIEW. IF THERE ARE ANY QUESTIONS OR
	COMMENTS, PLEASE DO NOT HESITATE IN
	CONTACTING THIS OFFICE.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	561-805-6717
	[email protected]

















2006-06-05 00:00:00	REVIEW IN PROGRESS
2006-06-02 00:00:00	ONE ROLL OF PLANS AND ONE SET OF BOOKS
	IN ELECTRICAL FOR REVIEW.

Review Stop	ENG			ENGINEERING CSD
Rev No	9	Status	N	Date	2008-05-07			Cont ID
Sent By	rchokshi			Date	2008-05-07	Time	16:06	Rev Time	0.00
Received By	rchokshi			Date	2008-05-07	Time	16:06	Sent To

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	8	Status	P	Date	2008-03-13			Cont ID
Sent By	rchokshi			Date	2008-03-13	Time	11:38	Rev Time	0.00
Received By	rchokshi			Date	2008-03-13	Time	11:34	Sent To

Notes

2008-03-13 11:38:33	E-MAIL FROM PAT GIBNEY, 3/12/08, OF CRAVEN THOMPSON
	EXPLAINED THAT THERE WERE NO MAJOR CHANGES IN THE
	PROJECT. ONE SET OF REVISED DRAWINGS IS ATTACHED WITH
	THE PERMIT FILE AND THE OTHER 2 SETS TO BE GIVEN BACK
	TO CONTRACTOR.

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	7	Status	F	Date	2008-01-11			Cont ID
Sent By	rchokshi			Date	2008-01-11	Time	11:13	Rev Time	0.00
Received By	rchokshi			Date	2008-01-11	Time	11:01	Sent To

Notes

2008-01-11 11:13:15	***FAILED***

	CALLEDNATHAN D. @ 718-0935 ON 1/10/08 LEFT MESSAGE.
	CALLED AGAIN 1/11/08HE SAID HE WILL CALL BACK. THEIR
	CHANGES ARE NOT CLEAR ON DRAWINGS.
	THE REASONS TO CALL WAS TO EXPEDITE PASSING JOB BECAUSE
	IT FAILED LAST TWO TIMES.

	RASIKCHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	6	Status	F	Date	2007-10-22			Cont ID
Sent By	rchokshi			Date	2007-10-22	Time	09:35	Rev Time	0.00
Received By	rchokshi			Date	2007-10-22	Time	09:33	Sent To

Notes

2007-10-22 09:35:47	** FAILED *
	NOTCLEAR ABOUT CHANGES YOU MADE FROM LAST TIME
	PASSED.
	PLEASE EXPLAIN WHAT DID YOU CHANGE IN WATER/SEWER
	SYSTEMS, STORM WATER SYSTEM??
	DID YOU INCREASE, DECREASEIMPERVIOUS/PERVIOUS AREA?
	DID YOU MAKE ANY CHANGES IN PARKING/HANDICAP PARKING
	LOT, DUMPSTER ENCLOSURE,????

	PLEASE EXPLAIN IN DETAIL EACH ITEM TO EXPEDITE THE
	PERMITTING PROCESS.

	RASIK CHOKSHI 805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	5	Status	F	Date	2007-08-20			Cont ID
Sent By	rchokshi			Date	2007-08-20	Time	14:16	Rev Time	0.00
Received By	rchokshi			Date	2007-08-20	Time	14:09	Sent To

Notes

2007-08-20 14:15:54	** FAILED *

	PLEASE EXPLAIN WHAT DID YOU CHANGE IN WATER/SEWER
	SYSTEMS, STORM WATER SYSTEM??
	DID YOU INCREASE, DECREASEIMPERVIOUS/PERVIOUS AREA?
	DID YOU MAKE ANY CHANGES IN PARKING/HANDICAP PARKING
	LOT, DUMPSTER ENCLOSURE,????

	PLEASE EXPLAIN IN DETAIL EACH ITEM TO EXPEDITE THE
	PERMITTING PROCESS.

	RASIK CHOKSHI 805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	4	Status	N	Date	2007-06-08			Cont ID
Sent By	rchokshi			Date	2007-06-08	Time	09:12	Rev Time	0.00
Received By	rchokshi			Date	2007-06-08	Time	09:12	Sent To

Notes

2007-06-08 09:18:24	ENGINEERING REVIEW NOT REQUIRED.
	RASIK CHOKSHI 805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	P	Date	2006-10-27			Cont ID
Sent By	rchokshi			Date	2006-10-27	Time	16:10	Rev Time	0.00
Received By	rchokshi			Date	2006-10-27	Time	16:09	Sent To

Notes

2006-10-27 16:09:51

OK, PASSED

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2006-08-02			Cont ID
Sent By	rchokshi			Date	2006-08-02	Time	10:39	Rev Time	0.00
Received By	rchokshi			Date	2006-08-02	Time	10:16	Sent To

Notes

2006-08-02 00:00:00	FAILED FOR FOLLOWING REASONS:
	1. NEED STORM WATER/DRAINAGE
	CAL.,PERVIOUS,IMPERVIOUS AREA
	CAL.,RUNOFF CAL., EXFILTRATION TRENCH
	CAL. DETAI, CONTOL STRUCTURES DETAIS,
	GEOTECHNICAL ENG CAL.,SFWMP PERMIT,

	2. NEED UTILITY REVIEW FROM 45 STREET

	3. NEED POLLUTION PREVENTION PLANS
	DETAILS

	4. NEED CITY OF WPB NOTES, MARKINGS &
	DETAILS ON DRAWINGS FOR HANDICAP
	PARKINGS(ADA),DRIVEWAY APPROACH,ETC

	5. HOW HIGH IS FINISHED FLOOR ELEVATION
	FROM CENTER LINE OF THE OF THE ROAD
	(MINIMUM)?

	RASIK CHOKSHI 805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	N	Date	2006-06-15			Cont ID
Sent By	dpalmer			Date	2006-06-15	Time	11:58	Rev Time
Received By	dpalmer			Date		Time		Sent To

Notes

2006-06-15 00:00:00	****** NOTE ********

	AS DIRECTED BY NEIL MELICK BUILDING
	OFFICAL: MS. LYNN HARRIS REPRESENTING
	CITY PLACE OFFICE LLC HAS REQUESTED
	PLANS TO BE REMOVED FROM THEPLAN
	REVIEW PROCESS.
	WHEN PLANS COME BACK IN FOR REVIEW, IT
	WILL BE 1ST RESUB NO FEE. DV PALMER.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	18	Status	P	Date	2008-05-19			Cont ID
Sent By	mawillia			Date	2008-05-19	Time	15:18	Rev Time	0.00
Received By	mawillia			Date	2008-05-16	Time	14:57	Sent To

Notes

2008-05-19 15:21:28	***REVIEWED***


	SUBMITTAL FOR SMOKE CONTROL SYSTEM WAS REVIEWED BY FIRE
	MARSHAL MIKE CARSILLO.


	561-804-4709

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	17	Status	P	Date	2008-05-08			Cont ID
Sent By	mwennerg			Date	2008-05-08	Time	13:42	Rev Time	0.00
Received By	mwennerg			Date	2008-05-08	Time	13:42	Sent To

Notes

2008-05-08 13:43:02	REVISED PLAN SHEET FA1.01, ADDITION OF SMOKE DETCTORS
	IN LOBBY COMMON AREA.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	16	Status	P	Date	2008-05-19			Cont ID
Sent By	mawillia			Date	2008-02-26	Time	14:55	Rev Time	0.00
Received By	mawillia			Date	2008-02-26	Time	12:06	Sent To

Notes

2008-02-26 13:17:23	***REVISION #33, DATED 2/8/08, APPROVED***


	REVISED PLAN SHEETS FA1.02, FA1.04, FA1.05, FA1.06,
	FA1.07, FA1.08, FA1.09, AND FA1.15 THRU FA1.18 WERE
	STAMPED, INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	15	Status	P	Date	2008-02-26			Cont ID
Sent By	mawillia			Date	2008-02-26	Time	12:00	Rev Time	0.00
Received By	mawillia			Date	2008-02-26	Time	10:37	Sent To

Notes

2008-02-26 10:46:02	***REVISION #33, DATED 2/8/08, APPROVED***


	REVISED PLAN SHEETS FP1.04, FP1.05, FP1.07, AND FP1.17
	WERE STAMPED, INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	14	Status	P	Date	2008-01-09			Cont ID
Sent By	mwennerg			Date	2008-01-09	Time	09:43	Rev Time	0.00
Received By	mwennerg			Date	2008-01-09	Time	09:43	Sent To

Notes

2008-01-09 09:44:28	REVISED SHEETS FA 1.05 AND FP 1.05. SHEETS STAMPED,
	SIGNED AND DATED ON THIS DATE.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	13	Status	P	Date	2007-11-05			Cont ID
Sent By	mawillia			Date	2007-11-05	Time	16:56	Rev Time	0.00
Received By	mawillia			Date	2007-11-05	Time	15:49	Sent To

Notes

2007-11-05 16:56:47	*****APPROVED, REVISION DATED 8/3/07



	REVISED PLAN SHEETS A0.23 AND A0.24 WERE STAMPED,
	INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	12	Status	P	Date	2007-11-01			Cont ID
Sent By	mawillia			Date	2007-11-01	Time	16:06	Rev Time	0.00
Received By	mawillia			Date	2007-11-01	Time	15:27	Sent To

Notes

2007-11-01 16:01:24	***APPROVED REVISION #23, DATED 09/13/07 ***


	REVISED PLAN SHEETS FA0.01 AND FA1.17 WERE STAMPED,
	INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	11	Status	P	Date	2007-10-25			Cont ID
Sent By	mawillia			Date	2007-10-25	Time	11:48	Rev Time	0.00
Received By	mawillia			Date	2007-10-25	Time	11:14	Sent To

Notes

2007-10-25 11:39:49	***APPROVED REVISION #19, DATED 8/03/07 ***


	REVISED PLAN SHEETS FP1.06, FP1.07, FP1.08 AND FP1.09
	WERE STAMPED, INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	10	Status	P	Date	2007-10-25			Cont ID
Sent By	mawillia			Date	2007-10-25	Time	11:07	Rev Time	0.00
Received By	mawillia			Date	2007-10-25	Time	10:08	Sent To

Notes

2007-10-25 11:11:43	***APPROVED REVISION #19, DATED 8/03/07 ***


	REVISED PLAN SHEETS FA1.06, FA1.07, FA1.08 AND FA1.09
	WERE STAMPED, INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	9	Status	P	Date	2007-09-06			Cont ID
Sent By	mawillia			Date	2007-09-06	Time	13:26	Rev Time	0.00
Received By	mawillia			Date	2007-09-06	Time	12:03	Sent To

Notes

2007-09-06 13:26:19	***APPROVED***


	CAPT. WENNERGREN'S COMMENTS OF 05/17/07 (REV.#7) HAVE
	BEEN ADDRESSED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	8	Status	P	Date	2007-08-13			Cont ID
Sent By	adarroug			Date	2007-09-05	Time	10:55	Rev Time	0.00
Received By	mawillia			Date	2007-08-13	Time	15:50	Sent To

Notes

2007-08-13 16:15:45	***APPROVED***

	REVISIONS OF 07/18/07 TO FIRE ALARM SHEETS:PLAN
	SHEETS FA1.01 THRU FA1.05 STAMPED, INITIALED, AND
	DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	7	Status	F	Date	2007-05-17			Cont ID
Sent By	mwennerg			Date	2007-05-17	Time	09:04	Rev Time	0.00
Received By	mwennerg			Date	2007-05-17	Time	09:04	Sent To

Notes

2007-05-17 09:11:35	*DENIED*

	1) PLEASE NOTE THAT SOME SHEETS HAVE BEEN SUBMITTED FOR
	REVISION, HOWEVER NO REVISIONS ARE SHOWN. LS A0.24

	2) WILL THE ACCES DOOR REMAIN LOCKED AT LEVEL-6?
	A1.06

	3) AFTER THE PERMITS HAVE BEEN ISSUED, ANY
	REVIONS/CHANGES TO FIRE PROTECTION SYSTEMS NEED TO BE
	SUBMITTED UNDER THAT SPECIFIC PERMIT.

	4) FIRE DEPARTMENT VALVES ARE SHOWN WITH 2 1/2"
	CONNECTIONS. PLEASE MAKE NOTE OR ILLUSTRATE ON PLANS
	SHOWING 1 1/2" REDUCER WITH CHAIN.

	5) PLEASE PROVIDE CLARIFICATIONREGARDING NUMBER OF
	(DACT) PHONE LINES FOR FA SYSTEM.


	MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
	FIRE PLAN REVIEW
	FIRE PREVENTION (561) 804-4756

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	6	Status	P	Date	2007-03-06			Cont ID
Sent By	mawillia			Date	2007-03-06	Time	10:08	Rev Time	0.00
Received By	mawillia			Date	2007-03-06	Time	09:51	Sent To

Notes

2007-03-06 09:53:36	***APPROVED***


	**REVISED PLAN SHEETS DATED 12/15/2006E1.01 AND
	E1.06 WERE STAMPED, INITIALED, AND DATED.**



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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	5	Status	P	Date	2007-01-10			Cont ID
Sent By	mawillia			Date	2007-01-10	Time	17:24	Rev Time	0.00
Received By	mawillia			Date	2007-01-10	Time	17:24	Sent To	E

Notes

2007-01-10 18:37:11	***APPROVED***


	**REVISED PLAN SHEETS DATED 11/10/2006:H1.02, H1.16,
	FP1.01,FA1.01, 1.02, 1.03, 1.04, 1.05, 1.06, 1.15,
	1.16, 1.17, AND 1.18WERE STAMPED, INITIALED, AND
	DATED.**



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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	4	Status	P	Date	2006-10-31			Cont ID
Sent By	mcarsill			Date	2006-10-31	Time	13:19	Rev Time	0.00
Received By	mcarsill			Date	2006-10-31	Time	13:05	Sent To

Notes

2006-10-31 13:19:54	ON OCTOBER 30, 2006 A MEETING WAS HELD AT CONSTRUCTION
	SERVICES REGARDING THE PROJECT. THE MEETING CONCERNED
	FIRE PLAN REVIEW COMMENTS THAT WERE PREVIOUSLY PLACED
	INTO THE SYSTEM. EACH ITEM WAS DISCUSSED AND AGREEMENTS
	WERE REACHED.ON OCTOBER 31, 2006, AN ELECTRONIC
	E-MAIL WAS RECEIVED BY THIS OFFICE OFFICIALLY
	COMMENTING ON THE PLAN REVIEW COMMENTS PROVIDED BY FIRE
	RESCUE. SOME FUTURE CHANGES TO CERTAIN SHEETS OF THE
	PLANS AND APPROPRIATE FIRE SAFETY EQUIPMENT SHOP
	DRAWINGS WILL NEED TO BE MODIFIED.THE PLANS ARE
	APPROVED PROVISO AT THIS TIME. THE COMMENT RESPONSE
	LETTER WILL BE RETAINED IN THE FILES OF THE FRE
	PREVENTION BUREAU.

	MIKE CARSILLO, CHIEF FIRE PREVENTION OFFICER
	804-4709

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	F	Date	2006-10-26			Cont ID
Sent By	mcarsill			Date	2006-10-26	Time	14:10	Rev Time	0.00
Received By	mcarsill			Date	2006-10-26	Time	13:45	Sent To

Notes

2006-10-26 14:10:01	1. REQUIRED FIRE PROTECTION SYSTEMS # 10 NOTE NEEDS TO
	BE REVISED ON PAGE A0.20. STANDPIPE VALVES WILL NOT BE
	ACCEPTED ON INTERMEDIATE FLOORS BUT AT VERY FLOOR LEVEL
	WITHIN STAIRWELLS.
	2. B GARAGE IS A SPRINKLER PROTECTED BUILDING. ITEM # 6
	ON PAGE A0.20. STATES THAT IT IS NOT.
	3. PLEASE DECLARE HOW ACCESS IS ACHEIVED TO THE SIAMESE
	CONNECTION FOR THE B BLOCK GARAGE STANDPIPE SYSTEM.
	4. REVIEWED DATA FOR THE SECURITY TURNSTILE PLANNED FOR
	USE. PLEASE INDICATE ON THE PLANS THAT NO INTERFERENCE
	WITH EXITING WILL OCCUR BY USING THESE DEVICES.
	5. PLEASE PROVIDE PRESCRIPTIVE STRENGTH REQUIREMENTS
	FOR THE TENSION CABLES SHOWN ON PAGE A4.03.
	6. TACTILE SIGNAGE REQUIRED AT ALL EXIT DOOR
	LOCATIONS.
	7. PLEASE EXPLAIN HOW THE ELEVATOR LOBBIES ARE BEING
	SEPARATED FROM THE REMAINDER OF THE BUILDINGS FLOORS
	6-14 ON PAGE A1.06.
	8. IT APPEARS THAT THE COMMON BATHROOMS ARE EQUIPPED
	WITH LF1 FIXTURES. IN THE EVENT OF LOSS OF POWER THESE
	ROOMS POSSIBLE BE DARK.
	9. ON PAGE FP1.01 SEVERAL ROOMS ARE PLANNED TO BE
	EXCLUDED FROM FIRE SPRINKLER PROTECTION. WHAT
	ALTERNATIVE FIRE PROTECTION IS PLANNED FOR THSES AREAS.
	HIGH-RISE BUILDINGS ARE TO BE COMPLETELY PROTECTED BY
	AUTOMATIC FIRE SPRINKLER SYSTEMS.
	10. FUTURE TENANT SPACES WILL BE REQUIRED TO BE
	EQUIPPED WITH EXIT SIGNS AND EMERGENCY LIGHTING WHEN
	COMPLETED.
	11. SMOKE DETECTORS APPEAR TO BE MISSING FROM SEVERAL
	STORAGE ROOMS ON THE FIRE ALARM DRAWINGS.
	12. PLEASE EXPLAIN EXHAUST LOVER LOCATED NEXT TO STAIR
	# 1 EXIT DOOR ON PAGE H1.01.
	13. PLEASE EXPLAIN SF1 ON PAGE H1.03 LOCATED ADJACENT
	TO GARAGE PROPER.
	14. CO DETECTORS APPEAR TO BE LOCATED IN TENANT SPACES.
	PLEASE EXPLAIN. SOME DETECTORS CONTAIN MORE DETECTORS
	THAN OTHER ONES.
	15. ALL FIRE DAMPERS SHALL BE DROP TESTED TO ENSURE
	PROPER OPERATION AFTER INSTALLATION.
	16. THE SYMBOLS FOR SMOKE DETECTORS ARE IDENTICAL TO
	ONES USED FOR EXIT SIGNS. A REVIEW WAS CONFUSING AS THE
	SYMBOL USED IS UNIVERSALLY USED FOR EXIT SIGNS WHICH
	CAUSES CONFUSION.
	17. THE PROPOSED FUEL TANK WILL PROBABLY NEED TO BE
	REGISTERED WITH PBC DERM DUE TO FACT THAT THE SIZE
	EXCEEDS 550 GALLONS. PLEASE CONTACT THEM IMMEDIATELY.
	18. THE PHOENIX DRAWING FOR THE FUEL TANK FOR THE
	GENERATOR FAILS TO DISPLAY ANY LISTINGS OR APPROVALS.
	19. PLEASE CONTACT THIS OFFICE AT 804-4709 TO DISCUSS
	THE FUEL TANK INSTALLATION.
	20. HOW IS ACCESS ACHEIVED TO THE TWO EXITS SHOWN ON
	PAGE A1.02. AT LEAST FOUR SECURITY DEVICES ARE LOCATED
	ADJACENT TO THE AUTO DETAILING AREA.
	21. NATURAL GAS INSTALLATION TO COMPLY WITH THE
	APPROPRIATE NFPA STANDARDS.


	MIKE CARSILLO, CHIEF FIRE PREVENTION OFFICER
	804-4709

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2006-09-08			Cont ID
Sent By	mwennerg			Date	2006-09-08	Time	07:31	Rev Time	0.00
Received By	mwennerg			Date	2006-09-08	Time	07:31	Sent To

Notes

2006-09-08 00:00:00	DENIED**

	1) WORK SHALL COMPLY WITH NFPA 101, 2003
	EDITION CHAPTER 11 HIGHRISE BUILDINGS.

	2) ANY RELOCATED FIRE HYDRANTS SHALL BE
	OPERATIONAL PRIOR TO, DURING AND AFTER
	CONSTRUCTION.

	3) SHEET C-8 ILLUSTRATES AN EXISTING
	FIRE DEPARTMENT CONNECTION TO REMAIN.
	PLEASE VERIFY WHAT STRUCTURE IS BEING
	SERVICED BY THAT CONNECTION.

	4) ELECTRONIC SWITCHES IN ADDITION TO
	CHAIN AND LOCK IS REQUIRED FOR DOUBLE
	CHECK DETECTOR ASSEMBLY. OK ON SHEET
	FP0.01.

	5) LANDSCAPING SHALL NOT OBTSRUCT OR
	INTERFERE WITH FIRE PROTECTION
	EQUIPMENT. PROPER CLEARANCES SHALL BE
	MAINTAINED AT ALL TIMES.

	6) CONSTRUCTION, ALTERATION AND
	DEMOLITION SHALL COMPLY WITH NFPA 241.

	7) STAIRS TO KEEP UP WITH CONSTRUCTION.

	8) TEMPORARY STANDPIPES ARE REQUIRED
	WHEN BUILDING REACHES (3) STORIES OR
	(30)' IN HEIGHT.

	9) MORE DETAILS ARE REQUIRED FOR
	GENERATORS ICLUDING ALL MANUFACTURER
	SPEC SHEETS .

	10) SITE PLAN ON SHEET A0.21 ONLY
	ILLUSRATES (1) FIRE DEPARTMENT
	CONNECTION. OK ON FP SHEETS.

	11) LIFE SAFETY PLAN SHALL INCLUDE ALL
	COMMON PATHS OF TRAVEL TO EXITS. IT
	APPEARS THAT (1) IS SHOWN ON SHEET
	A0.22.

	12) PLANS INDICATE THAT ROOF ACCESS IS
	NOT AVAILABLE TO GENERAL PUBLIC. WHAT
	SAFEGUARDS ARE BEING USED TO ASSURE
	THIS?

	13) 2A-10B,C RATED FIRE EXTINGUISHERS
	SHALL BE MOUNTED AT DISTANCES TO SATISFY
	THE 75' TRAVEL DISTANCE REQUIREMENT.

	14) PLEASE PROVIDE MORE DETAILS
	REGARDING CANOPIES.

	15) PLEASE CLEARLY ILLUSTRATE EXITING
	FROM EXISTING PARKING GARAGE AS IT
	REALATES TO THE NEW STRUCTURE.WILL THE
	NEW STRUCTURE IMPACT EXITING FROM THE
	EXISTING PARKING GARAGE?

	16) COOLING TOWERS TO COMPLY WITH NFPA
	214.

	17) NO STORAGE IS ALLOWED IN ELECTRICAL
	OR MECHANICAL ROOMS THAT WILL BE
	REQUIRED TO BE INSPECTED.

	18) ADDRESS IS REQUIRED ON BUILDING, AND
	SHALL BE A MINIMUM OF 6" IN HEIGHT, 1"
	WIDTH AND CONTRASTING TO THE BACKGROUND.

	19) ALL STAIRS AND RAMPS SHALL HAVE
	HANDRAILS ON BOTH SIDES.

	20) HOW WILL THE HIGHRISE IMPACT THE
	EXISTING PARKING STRUCTURE SHOULD AN
	EMERGENCY OCCUR ON UPPER LEVELS OF THE
	PARKING GARAGE?

	21) PLEASE INDICATE THE MINIMUM INTERIOR
	FINISH CLASSIFICATION FOR WALLS AND
	CEILING IN TERMS OF CLASS A,B OR C IN
	ACCORDANCE WITH NFPA 101, SECTION 10.2.

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

	23) FIRE ALARM SYSTEM TO COMPLY WITH
	SURVIVABILITY REQUIREMENTS OF NFPA 72
	FOR HIGHRISE BUILDINGS.

	24) PLEASE PROVIDE ALL MANUFACTURER SPEC
	SHEETS FOR FIRE PUMP AND ASSOCIATED
	EQUIPMENT.

	25) FIRE ALARM SHALL BE UL CERTIFIED FOR
	CENTRAL STATION SERVICE.

	26) FIRE ALARM TO BE CLASS A OR FULLY
	ADDRESSABLE.

	27) DUCT SMOKE DETECTORS SHALL INITIATE
	A GENERAL FIRE ALARM IN ACCORDANCE WITH
	LOCAL REQUIREMENTS.

	28) KNOX LOCKING CAPS ARE REQUIRED FOR
	NEW FIRE DEPARTMENT CONNECTIONS.

	29) WHERE PROVIDED, SMOKE MANAGEMENT
	PANELS SHALL PROVIDE GRAPHIC
	REPRESENTAION OF THE BUILDING. HOA
	SWITCHES WITH NO OVERLAY OF THE BUILDING
	WILL NOT BE ACCEPTABLE. SHT FA1.01

	30) EXITS SIGNS SHALL BE PROVIDED WHERE
	ALL PARTS OF THE MEANS OF EGRESS ARE
	CLEAR AND OBVIOUS. IT WOULD APPEAR THAT
	MORE SIGNS ARE NEEDED ON THE 1ST FLOOR W
	SIDE OF CORRIDOR.

	31) NO EMERGENCY LIGHTS CAN BE FOUND IN
	CORRIDORS NEAR STAIR #2.

	32) MORE DETAILS REQUIRED FOR CO PANEL
	AND EQIPMENT IN PARKING GARAGE.

	33) KNOX BOXES WILL BE REQUIRED. PLEASE
	CONTACT THE BUREAU OF FIRE PREVENTION AT
	(561) 804-4724 FOR APPLICATIONS.

	34) FIRE DEPARTMENT VALVES TO BE 2 1/2"-
	1 1/2" REDUCERS WITH CHAINS.

	35) FP 1.15 AND FP 1.16 ARE SHOWING ALL
	UPRIGHT SPRINKLERS I CORE AREAS. CAN YOU
	PLEASE VERIFY IF THIS IS CORRECT?

	36) PLEASE INDICATE WHAT ELEVATORS ARE
	STRETCHER ACCESSIBLE.

	37) NO EQUIPMENT SHALL BE ALLOWED INSIDE
	OR PENETRATE EXIT ENCLOSURES UNLESS THE
	EXCEPTIONS OF NFPA 101, SECTION
	7.1.3.2.1.(6) ARE MET.

	38) NO CUTTING OR WELDING OPERATIONS TO
	OCCUR WITHOUT APPROVAL OF THE FIRE
	PREVENTION BUREAU AND COMPLIANCE WITH
	NFPA 51B.

	39) BUILDING SHALL COMPLY WITH ALL
	REQUIREMENTS OF NFPA 101, 2003 EDITION
	SECTION 11.8 FOR HIGHRISE BUILDINGS.

	40) THE ANTICIPATED STACK EFFECT WORDING
	NOTE SHALL BE ADDED TO MECHANICAL
	SHEETS.

	41) WILL SECURITY GATES HAVE AN IMPACT
	ON MEANS OF EGRESS? SHEET A1.01.

	42) ANY PROPOSED SOFFITS SHALL NOT
	INTERFERE WITH OR OBSTRUCT REQUIRED FIRE
	SPRINKLER COVERAGE.

	43) PLEASE ILLUSTRATE ALL EXIT DISCHARGE
	LOCATIONS FROM THE BUILDING. EXIT
	DISHARGE LOCATIONS SHALL COMPLY WITH
	APPLICABLE FIRE CODE REQUIREMENTS.

	44) ELEVATORS TO COMPLY WITH ASME A17.1.

	45) WARNING SIGNS ARE REQUIRED IN
	ELEVATOR LOBBIES.

	46) ALL FIRE DOORS AND WINDOWS TO COMPLY
	WITH NFPA 80, FIRE DOORS AND WINDOWS.


	MIKE WENNERGREN, CAPTAI/WPBFR
	FIRE PLAN REVIEW (561) 805-6722

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	N	Date	2006-06-15			Cont ID
Sent By	dpalmer			Date	2006-06-15	Time	12:03	Rev Time
Received By	dpalmer			Date		Time		Sent To

Notes

2006-06-15 00:00:00	****** NOTE ********

	AS DIRECTED BY NEIL MELICK BUILDING
	OFFICAL: MS. LYNN HARRIS REPRESENTING
	CITY PLACE OFFICE LLC HAS REQUESTED
	PLANS TO BE REMOVED FROM THEPLAN
	REVIEW PROCESS.
	WHEN PLANS COME BACK IN FOR REVIEW, IT
	WILL BE 1ST RESUB NO FEE. DV PALMER.

Review Stop	G			GAS REVIEW
Rev No	5	Status	N	Date	2007-03-25			Cont ID
Sent By	pschmitz			Date	2007-03-25	Time	10:45	Rev Time	0.00
Received By	pschmitz			Date	2007-03-25	Time	10:45	Sent To

Notes

2007-03-25 10:48:08

PREVIOUS NOTE: REVISION: SHT P0.2 APPROVED.

Review Stop	G			GAS REVIEW
Rev No	4	Status	P	Date	2006-12-09			Cont ID
Sent By	pschmitz			Date	2006-12-09	Time	13:45	Rev Time	0.00
Received By	pschmitz			Date	2006-12-09	Time	13:44	Sent To

Notes

2006-12-09 13:44:48

REVISION: SHT P0.2 APPROVED.

Review Stop	G			GAS REVIEW
Rev No	3	Status	P	Date	2006-10-21			Cont ID
Sent By	pschmitz			Date	2006-10-21	Time	08:33	Rev Time	0.00
Received By	pschmitz			Date	2006-10-21	Time	08:32	Sent To

Notes

2006-10-21 09:23:58

RE-SUB

Review Stop	G			GAS REVIEW
Rev No	2	Status	N	Date	2006-07-30			Cont ID
Sent By	pschmitz			Date	2006-07-30	Time	15:17	Rev Time	0.00
Received By	pschmitz			Date	2006-07-15	Time		Sent To

Notes

2006-07-30 00:00:00	****** NOTE ********

	AS DIRECTED BY NEIL MELICK BUILDING
	OFFICAL: MS. LYNN HARRIS REPRESENTING
	CITY PLACE OFFICE LLC HAS REQUESTED
	PLANS TO BE REMOVED FROM THEPLAN
	REVIEW PROCESS.
	WHEN PLANS COME BACK IN FOR REVIEW, IT
	WILL BE 1ST RESUB NO FEE. DV PALMER.

Review Stop	G			GAS REVIEW
Rev No	1	Status	F	Date	2006-07-30			Cont ID
Sent By	pschmitz			Date	2006-07-30	Time	14:30	Rev Time	0.00
Received By	pschmitz			Date	2006-07-30	Time	14:30	Sent To

Notes

2006-07-30 00:00:00	PAUL SCHMITZ
	[email protected]
	FBC 2004 PLUMBING CODE PLAN REVIEW
	FBC2004 FUEL GAS CODEPLAN REVIEW
	FBC 2004 CH 11, FL ACESSIBILITY CODE
	AMENDMENTS TO THE FLORIDA BUILDING CODE
	CHAPT.1, ADMINISTRATION, 2004 EDITION

	UNSAT
	A) PLEASE SEE ELECTRICAL PLAN REVIEW
	COMMENTS, WITH RESPECT TO DESIGN
	PROFESSIONAL, SIGNED AND SEALED PLANS
	AND MISSING LICENSE INFORMATION.

	B) PLEASE SEE ANY POSSIBLE COMMENTS FROM
	OTHER TRADES WHICH MAY AFFECT PLUMBING
	PLANS.

	C) SHT. P0.2NATURAL GAS PLAN
	THE FOLLOWING INFORMATION IS REQUIRED
	FOR THE GAS PERMIT:

	1. SUBMIT AN ISOMETRIC DRAWING THAT
	CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
	AND CORRESPONDING LENGTHS PER FBC-2004
	FUEL GAS CODE.

	2. SHOW TYPE OF PIPING MATERIAL BEING
	INSTALLED, ALL PIPE SIZES, (AND THE EDH
	NUMBER OF CORRUGATED STAINLESS STEEL
	TUBING FOR EACH PIPE SIZE BEING USED.
	3. TYPE OF GAS, (LP OR NATURAL)

	4. BTU LOAD OF EACH APPLIANCE AND THE
	TOTAL BTU LOAD ON THE SYSTEM. REFER TO
	THE FBC-2004 FUEL GAS CODE SECS. 401.8
	THRU 402.6.1 AND TABLES 402.4(1) THRU
	402.4(33).

	5. SHOW THE DISTANCE FROM THE POINT OF
	DELIVERY, (METER), TO THE MOST REMOTE
	OUTLET IN THE BUILDING AND/OR SYSTEM PER
	FBC-2004 FUEL GAS CODE APPENDIX A - USE
	OF CAPACITY TABLES A.3.1(4).

	6. SUBMIT CALCULATIONS FOR COMBUSTION
	AIR (IF APPLICABLE) PER FBC-2004 FUEL
	GAS CODE SECTION 304
	.
	7. INDICATE THE DELIVERY PRESSURE (PSI)
	PER FBC-2004 FUEL GAS CODE SEC. 402.2.
	NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
	8. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
	EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND THE
	FBC-2001 FUEL GAS CODE SEC 402.2.

	9. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
	EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND THE
	FBC-2004 FUEL GAS CODE SEC 402.2.

	QUESTIONS 561-805-6692PAUL SCHMITZ

Review Stop	I			INCOMING/PROCESSING
Rev No	114	Status	N	Date	2008-08-15			Cont ID
Sent By	adarroug			Date	2008-08-15	Time	13:54	Rev Time	0.00
Received By	adarroug			Date	2008-08-15	Time	13:54	Sent To

Notes

2008-08-15 13:59:10

TO "COMM" BD#53--EXPEDITED--

Review Stop	I			INCOMING/PROCESSING
Rev No	113	Status	N	Date	2008-06-18			Cont ID
Sent By	adarroug			Date	2008-06-18	Time	10:38	Rev Time	0.00
Received By	adarroug			Date	2008-06-18	Time	10:38	Sent To	E

Notes

2008-06-18 10:39:27

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	112	Status	N	Date	2008-06-02			Cont ID
Sent By	adarroug			Date	2008-06-02	Time	12:23	Rev Time	0.00
Received By	adarroug			Date	2008-06-02	Time	12:23	Sent To	E

Notes

2008-06-02 12:24:59

TO "DPALMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	111	Status	N	Date	2008-05-29			Cont ID
Sent By	adarroug			Date	2008-05-29	Time	10:32	Rev Time	0.00
Received By	adarroug			Date	2008-05-29	Time	10:32	Sent To	E

Notes

2008-05-29 10:32:51

TO "JLEAHY" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	110	Status	N	Date	2008-05-21			Cont ID
Sent By	adarroug			Date	2008-05-21	Time	11:45	Rev Time	0.00
Received By	adarroug			Date	2008-05-21	Time	11:44	Sent To	E

Notes

2008-05-21 11:45:05

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	109	Status	N	Date	2008-05-19			Cont ID
Sent By	adarroug			Date	2008-05-19	Time	14:24	Rev Time	0.00
Received By	adarroug			Date	2008-05-19	Time	14:24	Sent To	M

Notes

2008-05-19 14:24:33

TO "M" BOX/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	108	Status	N	Date	2008-05-14			Cont ID
Sent By	adarroug			Date	2008-05-14	Time	11:41	Rev Time	0.00
Received By	adarroug			Date	2008-05-14	Time	11:41	Sent To	B

Notes

2008-05-14 11:41:45

TO "RBROWN DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	107	Status	N	Date	2008-05-12			Cont ID
Sent By	adarroug			Date	2008-05-12	Time	16:26	Rev Time	0.00
Received By	adarroug			Date	2008-05-12	Time	16:26	Sent To	E

Notes

2008-05-12 16:27:22

TO "DPALMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	106	Status	N	Date	2008-05-12			Cont ID
Sent By	adarroug			Date	2008-05-12	Time	14:32	Rev Time	0.00
Received By	adarroug			Date	2008-05-12	Time	14:32	Sent To	P

Notes

2008-05-12 14:32:42

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	105	Status	N	Date	2008-05-12			Cont ID
Sent By	adarroug			Date	2008-05-12	Time	13:21	Rev Time	0.00
Received By	adarroug			Date	2008-05-12	Time	13:21	Sent To

Notes

2008-05-12 13:22:13

TO "P" BOX/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	104	Status	N	Date	2008-05-12			Cont ID
Sent By	adarroug			Date	2008-05-12	Time	10:03	Rev Time	0.00
Received By	adarroug			Date	2008-05-12	Time	10:03	Sent To	E

Notes

2008-05-12 10:03:43

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	103	Status	N	Date	2008-05-07			Cont ID
Sent By	adarroug			Date	2008-05-07	Time	09:08	Rev Time	0.00
Received By	adarroug			Date	2008-05-07	Time	09:08	Sent To	M

Notes

2008-05-07 09:11:04

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	102	Status	N	Date	2008-05-06			Cont ID
Sent By	adarroug			Date	2008-05-06	Time	16:22	Rev Time	0.00
Received By	adarroug			Date	2008-05-06	Time	16:22	Sent To	B

Notes

2008-05-06 16:22:43

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	101	Status	N	Date	2008-05-02			Cont ID
Sent By	adarroug			Date	2008-05-02	Time	10:54	Rev Time	0.00
Received By	adarroug			Date	2008-05-02	Time	10:54	Sent To

Notes

2008-05-02 10:54:35

TO "COMM" BD#33--EXPEDITED--

Review Stop	I			INCOMING/PROCESSING
Rev No	100	Status	N	Date	2008-05-02			Cont ID
Sent By	adarroug			Date	2008-05-02	Time	10:29	Rev Time	0.00
Received By	adarroug			Date	2008-05-02	Time	10:29	Sent To	B

Notes

2008-05-02 10:29:41

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	99	Status	N	Date	2008-05-02			Cont ID
Sent By	adarroug			Date	2008-05-02	Time	10:25	Rev Time	0.00
Received By	adarroug			Date	2008-05-02	Time	10:25	Sent To	E

Notes

2008-05-02 10:26:02

TO "DPALMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	98	Status	N	Date	2008-05-01			Cont ID
Sent By	adarroug			Date	2008-05-01	Time	14:41	Rev Time	0.00
Received By	adarroug			Date	2008-05-01	Time	14:41	Sent To	B

Notes

2008-05-01 14:42:09

TO "JWITMER" DESK/2 REV'S

Review Stop	I			INCOMING/PROCESSING
Rev No	97	Status	N	Date	2008-04-30			Cont ID
Sent By	adarroug			Date	2008-04-30	Time	14:13	Rev Time	0.00
Received By	adarroug			Date	2008-04-30	Time	14:13	Sent To

Notes

2008-04-30 14:14:03

TO "COMM" BD#22

Review Stop	I			INCOMING/PROCESSING
Rev No	96	Status	N	Date	2008-04-29			Cont ID
Sent By	adarroug			Date	2008-04-29	Time	12:48	Rev Time	0.00
Received By	adarroug			Date	2008-04-29	Time	12:48	Sent To	B

Notes

2008-04-29 12:48:27

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	95	Status	N	Date	2008-04-29			Cont ID
Sent By	adarroug			Date	2008-04-29	Time	09:14	Rev Time	0.00
Received By	adarroug			Date	2008-04-29	Time	09:14	Sent To	B

Notes

2008-04-29 09:15:09

TO "JWITMER" DESK/2 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	94	Status	N	Date	2008-04-24			Cont ID
Sent By	adarroug			Date	2008-04-24	Time	14:38	Rev Time	0.00
Received By	adarroug			Date	2008-04-24	Time	14:38	Sent To	B

Notes

2008-04-24 14:38:57

TO "JWITMER" DESK/2 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	93	Status	N	Date	2008-04-21			Cont ID
Sent By	adarroug			Date	2008-04-21	Time	12:50	Rev Time	0.00
Received By	adarroug			Date	2008-04-21	Time	12:50	Sent To	B

Notes

2008-04-21 12:51:08

TO "SHILL" DESK/2 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	92	Status	N	Date	2008-04-17			Cont ID
Sent By	adarroug			Date	2008-04-17	Time	14:37	Rev Time	0.00
Received By	adarroug			Date	2008-04-17	Time	14:37	Sent To	B

Notes

2008-04-17 14:38:30

TO "SHILL" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	91	Status	N	Date	2008-04-16			Cont ID
Sent By	adarroug			Date	2008-04-16	Time	11:52	Rev Time	0.00
Received By	adarroug			Date	2008-04-16	Time	11:52	Sent To	B

Notes

2008-04-16 11:52:39

TO "SHILL" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	90	Status	N	Date	2008-04-10			Cont ID
Sent By	adarroug			Date	2008-04-10	Time	14:39	Rev Time	0.00
Received By	adarroug			Date	2008-04-10	Time	14:39	Sent To	P

Notes

2008-04-10 14:39:38

TO "P" BOX/2 REV'S

Review Stop	I			INCOMING/PROCESSING
Rev No	89	Status	N	Date	2008-04-07			Cont ID
Sent By	adarroug			Date	2008-04-07	Time	09:11	Rev Time	0.00
Received By	adarroug			Date	2008-04-07	Time	09:11	Sent To	B

Notes

2008-04-07 09:11:55

TO "SHILL" DESK/RESUB

Review Stop	I			INCOMING/PROCESSING
Rev No	88	Status	N	Date	2008-04-03			Cont ID
Sent By	adarroug			Date	2008-04-03	Time	08:19	Rev Time	0.00
Received By	adarroug			Date	2008-04-03	Time	08:19	Sent To	B

Notes

2008-04-03 08:20:06

TO "JWITMER" DESK/3 ROLLS/3 BINDERS

Review Stop	I			INCOMING/PROCESSING
Rev No	87	Status	N	Date	2008-04-02			Cont ID
Sent By	adarroug			Date	2008-04-02	Time	10:13	Rev Time	0.00
Received By	adarroug			Date	2008-04-02	Time	10:13	Sent To	B

Notes

2008-04-02 10:14:13

TO "SHILL" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	86	Status	N	Date	2008-04-02			Cont ID
Sent By	adarroug			Date	2008-04-02	Time	10:07	Rev Time	0.00
Received By	adarroug			Date	2008-04-02	Time	10:07	Sent To	P

Notes

2008-04-02 10:07:32

TO "P" BOX/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	85	Status	N	Date	2008-04-02			Cont ID
Sent By	adarroug			Date	2008-04-02	Time	09:59	Rev Time	0.00
Received By	adarroug			Date	2008-04-02	Time	09:59	Sent To	M

Notes

2008-04-02 10:00:37

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	84	Status	N	Date	2008-03-27			Cont ID
Sent By	adarroug			Date	2008-03-27	Time	16:40	Rev Time	0.00
Received By	adarroug			Date	2008-03-27	Time	16:40	Sent To	B

Notes

2008-03-27 16:41:12

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	83	Status	N	Date	2008-03-21			Cont ID
Sent By	adarroug			Date	2008-03-21	Time	09:39	Rev Time	0.00
Received By	adarroug			Date	2008-03-21	Time	09:39	Sent To

Notes

2008-03-21 09:42:06

TO "COMM" BD#13--EXPEDITED--

Review Stop	I			INCOMING/PROCESSING
Rev No	82	Status	N	Date	2008-03-10			Cont ID
Sent By	adarroug			Date	2008-03-10	Time	11:37	Rev Time	0.00
Received By	adarroug			Date	2008-03-10	Time	11:37	Sent To	B

Notes

2008-03-10 11:37:38

TO "JWITMER" DESK/ 3 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	81	Status	N	Date	2008-02-29			Cont ID
Sent By	adarroug			Date	2008-02-29	Time	14:59	Rev Time	0.00
Received By	adarroug			Date	2008-02-29	Time	14:59	Sent To

Notes

2008-02-29 15:00:12

TO "COMM" BD#48--EXPEDITED--

Review Stop	I			INCOMING/PROCESSING
Rev No	80	Status	N	Date	2008-02-29			Cont ID
Sent By	adarroug			Date	2008-02-29	Time	14:31	Rev Time	0.00
Received By	adarroug			Date	2008-02-29	Time	14:31	Sent To	E

Notes

2008-02-29 14:34:01

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	79	Status	N	Date	2008-02-20			Cont ID
Sent By	adarroug			Date	2008-02-20	Time	16:21	Rev Time	0.00
Received By	adarroug			Date	2008-02-20	Time	16:21	Sent To	B

Notes

2008-02-20 16:21:57

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	78	Status	N	Date	2008-02-13			Cont ID
Sent By	shill			Date	2008-02-13	Time	13:15	Rev Time	0.00
Received By	shill			Date	2008-02-13	Time	13:15	Sent To	FIRE

Notes

2008-02-13 13:16:00

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	77	Status	N	Date	2008-02-13			Cont ID
Sent By	shill			Date	2008-02-13	Time	11:55	Rev Time	0.00
Received By	shill			Date	2008-02-13	Time	11:55	Sent To	E

Notes

2008-02-13 11:55:24

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	76	Status	N	Date	2008-02-13			Cont ID
Sent By	shill			Date	2008-02-13	Time	11:51	Rev Time	0.00
Received By	shill			Date	2008-02-13	Time	11:51	Sent To	M

Notes

2008-02-13 11:52:15

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	75	Status	N	Date	2008-02-13			Cont ID
Sent By	shill			Date	2008-02-13	Time	11:47	Rev Time	0.00
Received By	shill			Date	2008-02-13	Time	11:47	Sent To	FIRE

Notes

2008-02-13 11:47:34

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	74	Status	N	Date	2008-02-13			Cont ID
Sent By	shill			Date	2008-02-13	Time	11:46	Rev Time	0.00
Received By	shill			Date	2008-02-13	Time	11:46	Sent To	P

Notes

2008-02-13 11:47:13

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	73	Status	N	Date	2008-01-30			Cont ID
Sent By	adarroug			Date	2008-01-30	Time	11:23	Rev Time	0.00
Received By	adarroug			Date	2008-01-30	Time	11:23	Sent To	B

Notes

2008-01-30 11:23:24

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	72	Status	N	Date	2008-01-29			Cont ID
Sent By	adarroug			Date	2008-01-29	Time	14:30	Rev Time	0.00
Received By	adarroug			Date	2008-01-29	Time	14:30	Sent To	B

Notes

2008-01-29 14:31:11

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	71	Status	N	Date	2008-01-29			Cont ID
Sent By	adarroug			Date	2008-01-29	Time	11:05	Rev Time	0.00
Received By	adarroug			Date	2008-01-29	Time	11:05	Sent To	B

Notes

2008-01-29 11:06:07

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	70	Status	N	Date	2008-01-23			Cont ID
Sent By	adarroug			Date	2008-01-23	Time	11:53	Rev Time	0.00
Received By	adarroug			Date	2008-01-23	Time	11:53	Sent To	P

Notes

2008-01-23 11:53:40

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	69	Status	N	Date	2008-01-22			Cont ID
Sent By	adarroug			Date	2008-01-22	Time	10:30	Rev Time	0.00
Received By	adarroug			Date	2008-01-22	Time	10:29	Sent To	B

Notes

2008-01-22 10:30:18

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	68	Status	N	Date	2008-01-10			Cont ID
Sent By	spalmer			Date	2008-01-10	Time	08:55	Rev Time	0.00
Received By	spalmer			Date	2008-01-10	Time	08:55	Sent To

Notes

2008-01-10 08:55:40

COMM BOARD # 37

Review Stop	I			INCOMING/PROCESSING
Rev No	67	Status	N	Date	2007-12-21			Cont ID
Sent By	spalmer			Date	2007-12-21	Time	16:13	Rev Time	0.00
Received By	spalmer			Date	2007-12-21	Time	16:13	Sent To	M

Notes

2007-12-21 16:14:25

TO RON REGUEIRO

Review Stop	I			INCOMING/PROCESSING
Rev No	66	Status	N	Date	2007-12-20			Cont ID
Sent By	mmiller			Date	2007-12-20	Time	17:31	Rev Time	0.00
Received By	mmiller			Date	2007-12-20	Time	17:31	Sent To

Notes

2007-12-20 17:31:42

SENT TO DEWEY PALMER'S DESK MMILLER

Review Stop	I			INCOMING/PROCESSING
Rev No	65	Status	N	Date	2007-12-20			Cont ID
Sent By	mmiller			Date	2007-12-20	Time	17:20	Rev Time	0.00
Received By	mmiller			Date	2007-12-20	Time	17:20	Sent To

Notes

2007-12-20 17:20:25

SENT TO JIM WITMER'S DESK MMILLER

Review Stop	I			INCOMING/PROCESSING
Rev No	64	Status	N	Date	2007-12-20			Cont ID
Sent By	mmiller			Date	2007-12-20	Time	17:06	Rev Time	0.00
Received By	mmiller			Date	2007-12-20	Time	17:05	Sent To

Notes

2007-12-20 17:06:20

SENT TO JIM WITMER'S DESK MMILLER

Review Stop	I			INCOMING/PROCESSING
Rev No	63	Status	N	Date	2007-12-10			Cont ID
Sent By	adarroug			Date	2007-12-10	Time	13:49	Rev Time	0.00
Received By	adarroug			Date	2007-12-10	Time	13:49	Sent To	P

Notes

2007-12-10 13:49:42

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	62	Status	N	Date	2007-12-07			Cont ID
Sent By	adarroug			Date	2007-12-07	Time	09:26	Rev Time	0.00
Received By	adarroug			Date	2007-12-07	Time	09:26	Sent To	E

Notes

2007-12-07 09:27:46

TO "DPALMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	61	Status	N	Date	2007-12-04			Cont ID
Sent By	adarroug			Date	2007-12-04	Time	11:22	Rev Time	0.00
Received By	adarroug			Date	2007-12-04	Time	11:21	Sent To	B

Notes

2007-12-04 11:22:26

TO "JWITMER" DESK/2 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	60	Status	N	Date	2007-11-28			Cont ID
Sent By	adarroug			Date	2007-11-28	Time	14:24	Rev Time	0.00
Received By	adarroug			Date	2007-11-28	Time	14:24	Sent To	FIRE

Notes

2007-11-28 14:25:20

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	59	Status	N	Date	2007-11-28			Cont ID
Sent By	adarroug			Date	2007-11-28	Time	14:18	Rev Time	0.00
Received By	adarroug			Date	2007-11-28	Time	14:18	Sent To	M

Notes

2007-11-28 14:19:20

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	58	Status	N	Date	2007-11-28			Cont ID
Sent By	adarroug			Date	2007-11-28	Time	12:47	Rev Time	0.00
Received By	adarroug			Date	2007-11-28	Time	12:47	Sent To	E

Notes

2007-11-28 12:47:36

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	57	Status	N	Date	2007-11-27			Cont ID
Sent By	adarroug			Date	2007-11-27	Time	16:43	Rev Time	0.00
Received By	adarroug			Date	2007-11-27	Time	16:43	Sent To	B

Notes

2007-11-27 16:43:57

TO "JWITMER' DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	56	Status	N	Date	2007-11-19			Cont ID
Sent By	adarroug			Date	2007-11-19	Time	11:39	Rev Time	0.00
Received By	adarroug			Date	2007-11-19	Time	11:39	Sent To	FIRE

Notes

2007-11-19 11:39:31

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	55	Status	N	Date	2007-11-16			Cont ID
Sent By	adarroug			Date	2007-11-16	Time	14:28	Rev Time	0.00
Received By	adarroug			Date	2007-11-16	Time	14:28	Sent To	B

Notes

2007-11-16 14:29:01

TO "JWITMER" DESK/2 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	54	Status	N	Date	2007-10-31			Cont ID
Sent By	adarroug			Date	2007-10-31	Time	09:14	Rev Time	0.00
Received By	adarroug			Date	2007-10-31	Time	09:14	Sent To	B

Notes

2007-10-31 09:15:15

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	53	Status	N	Date	2007-10-23			Cont ID
Sent By	adarroug			Date	2007-10-23	Time	14:16	Rev Time	0.00
Received By	adarroug			Date	2007-10-23	Time	14:16	Sent To

Notes

2007-11-07 13:22:42	TO "COMM" BD#37
2007-10-23 14:16:58	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	52	Status	N	Date	2007-10-23			Cont ID
Sent By	adarroug			Date	2007-10-23	Time	13:00	Rev Time	0.00
Received By	adarroug			Date	2007-10-23	Time	13:00	Sent To	E

Notes

2007-10-23 13:03:33

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	51	Status	N	Date	2007-10-23			Cont ID
Sent By	adarroug			Date	2007-10-23	Time	12:59	Rev Time	0.00
Received By	adarroug			Date	2007-10-23	Time	12:59	Sent To	FIRE

Notes

2007-10-23 12:59:21

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	50	Status	N	Date	2007-10-23			Cont ID
Sent By	adarroug			Date	2007-10-23	Time	12:55	Rev Time	0.00
Received By	adarroug			Date	2007-10-23	Time	12:55	Sent To	M

Notes

2007-10-23 12:56:34

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	49	Status	N	Date	2007-10-17			Cont ID
Sent By	adarroug			Date	2007-10-17	Time	09:17	Rev Time	0.00
Received By	adarroug			Date	2007-10-17	Time	09:17	Sent To	B

Notes

2007-10-17 09:19:21

TO "JWITMER" DESK/5 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	48	Status	N	Date	2007-10-15			Cont ID
Sent By	adarroug			Date	2007-10-15	Time	08:25	Rev Time	0.00
Received By	adarroug			Date	2007-10-15	Time	08:25	Sent To	ENG

Notes

2007-10-15 08:27:12

TO "ENG" BOX

Review Stop	I			INCOMING/PROCESSING
Rev No	47	Status	N	Date	2007-10-11			Cont ID
Sent By	adarroug			Date	2007-10-11	Time	09:00	Rev Time	0.00
Received By	adarroug			Date	2007-10-11	Time	09:00	Sent To	B

Notes

2007-10-11 09:00:22

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	46	Status	N	Date	2007-10-11			Cont ID
Sent By	adarroug			Date	2007-10-11	Time	08:55	Rev Time	0.00
Received By	adarroug			Date	2007-10-11	Time	08:56	Sent To	Z

Notes

2007-10-11 08:56:03

TO "Z" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	45	Status	N	Date	2007-10-11			Cont ID
Sent By	adarroug			Date	2007-10-11	Time	08:50	Rev Time	0.00
Received By	adarroug			Date	2007-10-11	Time	08:50	Sent To

Notes

2007-11-05 09:01:04	TO "COMM" BD#37
2007-10-11 08:51:11	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	44	Status	N	Date	2007-10-10			Cont ID
Sent By	adarroug			Date	2007-10-10	Time	14:11	Rev Time	0.00
Received By	adarroug			Date	2007-10-10	Time	14:11	Sent To	B

Notes

2007-10-10 14:11:37

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	43	Status	N	Date	2007-10-10			Cont ID
Sent By	adarroug			Date	2007-10-10	Time	11:03	Rev Time	0.00
Received By	adarroug			Date	2007-10-10	Time	11:03	Sent To	B

Notes

2007-10-10 11:03:24

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	42	Status	N	Date	2007-10-09			Cont ID
Sent By	adarroug			Date	2007-10-09	Time	11:34	Rev Time	0.00
Received By	adarroug			Date	2007-10-09	Time	11:34	Sent To	P

Notes

2007-10-09 11:34:51

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	41	Status	N	Date	2007-10-02			Cont ID
Sent By	adarroug			Date	2007-10-02	Time	16:13	Rev Time	0.00
Received By	adarroug			Date	2007-10-02	Time	16:13	Sent To	B

Notes

2007-10-02 16:14:10

TO "JWITMER" DESK/3 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	40	Status	N	Date	2007-09-24			Cont ID
Sent By	adarroug			Date	2007-09-24	Time	15:34	Rev Time	0.00
Received By	adarroug			Date	2007-09-24	Time	15:34	Sent To	B

Notes

2007-09-24 15:34:57

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	39	Status	N	Date	2007-09-17			Cont ID
Sent By	adarroug			Date	2007-09-17	Time	16:25	Rev Time	0.00
Received By	adarroug			Date	2007-09-17	Time	16:25	Sent To	B

Notes

2007-09-17 16:25:52

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	38	Status	N	Date	2007-09-17			Cont ID
Sent By	adarroug			Date	2007-09-17	Time	16:17	Rev Time	0.00
Received By	adarroug			Date	2007-09-17	Time	16:17	Sent To	B

Notes

2007-09-17 16:17:36

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	37	Status	N	Date	2007-09-17			Cont ID
Sent By	adarroug			Date	2007-09-17	Time	15:58	Rev Time	0.00
Received By	adarroug			Date	2007-09-17	Time	15:58	Sent To	B

Notes

2007-09-17 15:58:26

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	36	Status	N	Date	2007-09-17			Cont ID
Sent By	adarroug			Date	2007-09-17	Time	15:51	Rev Time	0.00
Received By	adarroug			Date	2007-09-17	Time	15:51	Sent To	B

Notes

2007-09-17 15:51:26

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	35	Status	N	Date	2007-09-17			Cont ID
Sent By	adarroug			Date	2007-09-17	Time	15:42	Rev Time	0.00
Received By	adarroug			Date	2007-09-17	Time	15:42	Sent To	B

Notes

2007-09-17 15:42:51

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	34	Status	N	Date	2007-09-13			Cont ID
Sent By	adarroug			Date	2007-09-13	Time	15:51	Rev Time	0.00
Received By	adarroug			Date	2007-09-13	Time	15:51	Sent To	M

Notes

2007-09-13 15:52:22

TO "RREGUIERO" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	33	Status	N	Date	2007-09-05			Cont ID
Sent By	adarroug			Date	2007-09-05	Time	10:55	Rev Time	0.00
Received By	adarroug			Date	2007-09-05	Time	10:55	Sent To	B

Notes

2007-09-05 09:54:17

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	32	Status	N	Date	2007-09-05			Cont ID
Sent By	adarroug			Date	2007-09-05	Time	10:12	Rev Time	0.00
Received By	adarroug			Date	2007-09-05	Time	10:12	Sent To	M

Notes

2007-09-05 09:52:38

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	31	Status	N	Date	2007-09-05			Cont ID
Sent By	adarroug			Date	2007-09-05	Time	10:11	Rev Time	0.00
Received By	adarroug			Date	2007-09-05	Time	10:11	Sent To	FIRE

Notes

2007-09-05 09:50:16

TO "F" BOX-/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	30	Status	N	Date	2007-09-05			Cont ID
Sent By	adarroug			Date	2007-09-05	Time	09:48	Rev Time	0.00
Received By	adarroug			Date	2007-09-05	Time	09:48	Sent To	P

Notes

2007-09-05 09:48:21

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	29	Status	N	Date	2007-09-05			Cont ID
Sent By	adarroug			Date	2007-09-05	Time	09:44	Rev Time	0.00
Received By	adarroug			Date	2007-09-05	Time	09:44	Sent To	FIRE

Notes

2007-09-05 09:44:54

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	28	Status	N	Date	2007-09-04			Cont ID
Sent By	adarroug			Date	2007-09-04	Time	12:21	Rev Time	0.00
Received By	adarroug			Date	2007-09-04	Time	12:21	Sent To	E

Notes

2007-09-04 12:23:05

TO "DPALMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	27	Status	N	Date	2007-08-30			Cont ID
Sent By	adarroug			Date	2007-08-30	Time	10:08	Rev Time	0.00
Received By	adarroug			Date	2007-08-30	Time	10:08	Sent To	B

Notes

2007-08-30 10:08:37

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	26	Status	N	Date	2007-08-29			Cont ID
Sent By	adarroug			Date	2007-08-29	Time	09:17	Rev Time	0.00
Received By	adarroug			Date	2007-08-29	Time	09:17	Sent To	B

Notes

2007-08-29 09:17:50

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	25	Status	N	Date	2007-08-24			Cont ID
Sent By	adarroug			Date	2007-08-24	Time	15:13	Rev Time	0.00
Received By	adarroug			Date	2007-08-24	Time	15:13	Sent To	B

Notes

2007-08-24 15:14:36

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	24	Status	N	Date	2007-08-24			Cont ID
Sent By	adarroug			Date	2007-08-24	Time	10:38	Rev Time	0.00
Received By	adarroug			Date	2007-08-24	Time	10:38	Sent To	B

Notes

2007-08-24 10:39:40

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	23	Status	N	Date	2007-08-24			Cont ID
Sent By	adarroug			Date	2007-08-24	Time	08:20	Rev Time	0.00
Received By	adarroug			Date	2007-08-24	Time	08:20	Sent To	B

Notes

2007-08-24 08:21:27

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	22	Status	N	Date	2007-08-10			Cont ID
Sent By	dpalmer			Date	2007-08-10	Time	08:20	Rev Time	0.00
Received By	dpalmer			Date	2007-08-10	Time	08:20	Sent To	B

Notes

2007-08-10 08:20:59

TO JW'S DESK.

Review Stop	I			INCOMING/PROCESSING
Rev No	21	Status	N	Date	2007-08-10			Cont ID
Sent By	dpalmer			Date	2007-08-10	Time	08:21	Rev Time	0.00
Received By	dpalmer			Date	2007-08-10	Time	08:21	Sent To	B

Notes

2007-08-10 08:21:22

TO JW'S DESK.

Review Stop	I			INCOMING/PROCESSING
Rev No	20	Status	N	Date	2007-08-10			Cont ID
Sent By	dpalmer			Date	2007-08-10	Time	08:07	Rev Time	0.00
Received By	dpalmer			Date	2007-08-10	Time	08:07	Sent To	B

Notes

2007-08-10 08:07:23

TO JW'S DESK.

Review Stop	I			INCOMING/PROCESSING
Rev No	19	Status	N	Date	2007-07-23			Cont ID
Sent By	adarroug			Date	2007-07-23	Time	10:12	Rev Time	0.00
Received By	adarroug			Date	2007-07-23	Time	10:12	Sent To	M

Notes

2007-07-23 10:13:03

TO "M" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	18	Status	N	Date	2007-07-23			Cont ID
Sent By	adarroug			Date	2007-07-23	Time	09:46	Rev Time	0.00
Received By	adarroug			Date	2007-07-23	Time	09:46	Sent To

Notes

2007-07-23 09:46:42	WAITING FOR "COMM" BD--LANDSCAPE SHEETS SUBMITTED WITH
	ELECT. REV.

Review Stop	I			INCOMING/PROCESSING
Rev No	17	Status	N	Date	2007-07-23			Cont ID
Sent By	adarroug			Date	2007-07-23	Time	09:37	Rev Time	0.00
Received By	adarroug			Date	2007-07-23	Time	09:37	Sent To	P

Notes

2007-07-23 09:38:10

TO "P" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	16	Status	N	Date	2007-07-23			Cont ID
Sent By	adarroug			Date	2007-07-23	Time	09:35	Rev Time	0.00
Received By	adarroug			Date	2007-07-23	Time	09:35	Sent To

Notes

2007-07-23 09:35:59

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	15	Status	N	Date	2007-06-20			Cont ID
Sent By	adarroug			Date	2007-06-20	Time	16:27	Rev Time	0.00
Received By	adarroug			Date	2007-06-20	Time	16:27	Sent To

Notes

2007-07-09 14:56:51	TO "COMM" BD#58/PLANS ON RACK--3 ROLLS
2007-06-20 16:27:35	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	14	Status	N	Date	2007-06-04			Cont ID
Sent By	adarroug			Date	2007-06-04	Time	08:58	Rev Time	0.00
Received By	adarroug			Date	2007-06-04	Time	08:58	Sent To	P

Notes

2007-06-04 08:58:28

TO "PSCHMITZ" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	13	Status	N	Date	2007-05-11			Cont ID
Sent By	adarroug			Date	2007-05-11	Time	14:48	Rev Time	0.00
Received By	adarroug			Date	2007-05-11	Time	14:48	Sent To	B

Notes

2007-05-11 14:49:01

TO "JWITMER' DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	12	Status	N	Date	2007-05-02			Cont ID
Sent By	adarroug			Date	2007-05-02	Time	11:10	Rev Time	0.00
Received By	adarroug			Date	2007-05-02	Time	11:10	Sent To	M

Notes

2007-05-02 11:11:40

TO "RREGUIERO" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	11	Status	N	Date	2007-05-01			Cont ID
Sent By	adarroug			Date	2007-05-01	Time	16:26	Rev Time	0.00
Received By	adarroug			Date	2007-05-01	Time	16:26	Sent To	B

Notes

2007-05-01 16:26:56

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	10	Status	N	Date	2007-03-12			Cont ID
Sent By	adarroug			Date	2007-03-12	Time	16:00	Rev Time	0.00
Received By	adarroug			Date	2007-03-12	Time	16:00	Sent To

Notes

2007-03-12 16:03:40

TO "COMM" BD#50/ PLANS ON RACK--3 ROLLS

Review Stop	I			INCOMING/PROCESSING
Rev No	9	Status	N	Date	2007-03-05			Cont ID
Sent By	adarroug			Date	2007-03-05	Time	14:50	Rev Time	0.00
Received By	adarroug			Date	2007-03-05	Time	14:50	Sent To	B

Notes

2007-03-05 14:50:33

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	8	Status	N	Date	2007-02-14			Cont ID
Sent By	adarroug			Date	2007-02-14	Time	14:40	Rev Time	0.00
Received By	adarroug			Date	2007-02-14	Time	14:40	Sent To	B

Notes

2007-02-14 14:41:03

TO "JWITMER" DESK/4 SUBMITTALS

Review Stop	I			INCOMING/PROCESSING
Rev No	7	Status	N	Date	2007-01-30			Cont ID
Sent By	adarroug			Date	2007-01-30	Time	18:14	Rev Time	0.00
Received By	adarroug			Date	2007-01-30	Time	18:14	Sent To

Notes

2007-02-07 16:28:57	TO "COMM" BD#12
2007-01-30 18:14:33	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	6	Status	N	Date	2007-01-18			Cont ID
Sent By	adarroug			Date	2007-01-18	Time	12:54	Rev Time	0.00
Received By	adarroug			Date	2007-01-18	Time	12:54	Sent To	B

Notes

2007-01-18 12:54:45

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2006-11-30			Cont ID
Sent By	adarroug			Date	2006-11-30	Time	11:54	Rev Time	0.00
Received By	adarroug			Date	2006-11-30	Time	11:54	Sent To	B

Notes

2006-11-30 11:54:49

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2006-11-16			Cont ID
Sent By	adarroug			Date	2006-11-16	Time	16:41	Rev Time	0.00
Received By	adarroug			Date	2006-11-16	Time	16:41	Sent To

Notes

2006-11-29 16:12:08	TO COMM BOARD #59,

	THESE ARE REVISIONS, CONTRACTOR TO COME IN AND PAY FOR
	REVISIONS. SPOKE TO DUANE.11/29
2006-11-16 16:42:05	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2006-10-02			Cont ID
Sent By	adarroug			Date	2006-09-27	Time	08:38	Rev Time	0.00
Received By	adarroug			Date	2006-09-27	Time	08:38	Sent To

Notes

2006-10-17 08:52:11	TO "COMM" BD#36/PLANS BY "LMARTINEZ" OFFICE
2006-10-02 00:00:00	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2006-06-29			Cont ID
Sent By	adarroug			Date	2006-06-29	Time	09:47	Rev Time	0.00
Received By	adarroug			Date	2006-06-29	Time	09:47	Sent To

Notes

2006-06-29 00:00:00	TO "COMM" BD#20--EXPEDITED PERMIT-RESUB
	ONLY REVIEWED BY BLDG AND ELEC.

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date				Cont ID
Sent By				Date	2006-06-15	Time		Rev Time	0.00
Received By	adarroug			Date	2006-04-24	Time	08:41	Sent To

Notes

2006-06-02 00:00:00	WAITING FOR "COMM" BD
	TO "COMM" BD#24-EXPEDITED PERMIT ROLLS
	BY JENNIFER'S CUBE

Review Stop	M			MECHANICAL (A/C)
Rev No	27	Status	P	Date	2008-08-26			Cont ID
Sent By	rregueir			Date	2008-08-26	Time	11:27	Rev Time	0.00
Received By	rregueir			Date	2008-08-26	Time	11:05	Sent To

Notes

2008-08-26 11:27:23	PAGE H0.02 REV #52 AND ENERGY CALCULATIONS DATED
	8/13/08

Review Stop	M			MECHANICAL (A/C)
Rev No	26	Status	F	Date	2008-07-25			Cont ID
Sent By	rregueir			Date	2008-07-25	Time	11:28	Rev Time	0.00
Received By	rregueir			Date	2008-07-22	Time	16:33	Sent To

Notes

2008-07-25 11:28:45	REVIEW OF CALCS WAS PLACED ON HOLD PENDING CONFERENCE
	CALL WITH AHA DESIGN TEAM WHICH TOOK PLACE 7/25/08 AT
	APPROX. 8:15 AM.

	CLARIFICATION IS REQUIRED TO COORDINATE THE INPUT DATA
	REPORT (IDR) WITH THE PLANS. THE FOLLOWING ISSUES SHALL
	BE ADDRESSED:

	1. PAGE 104 OF THE IDR SHOWS A SYSTEM 7 WITH HP-3. THIS
	SYSTEM ON THE PLANS CALLS FOR A 3 TON SYSTEM WHILE THE
	IDR CALS FOR A 5 TON SYSTEM. PLEASE COODINATE THIS
	SYSTEM ON BOTH DOCUMENTS.

	2. PAGE 105 OF THE IDR SHOWS A SYSTEM 9 WITH HP-1. THIS
	SYSTEM ON BASE BUILDING PLANS HAS BEEN DELETED. PLEASE
	IDENTIFY WHERE THIS SYSTEM IS LOCATED AND PROVIDE A
	DESIGNATION WHICH IDENTIFIES ITS LOCATION IF NOT PART
	OF THE BASE BUILDING.

	3. PAGE H0.02 OF THE BASE BUILDING PLANS SHOWS AN HP-2
	ON THE HEAT PUMP SCHEDULE. THIS SYSTEM IS NOT
	REPRESENTED IN THE ENERGY CALCULATIONS AND COULD NOT BE
	FOUND IN THE IDR. PLEASE COORDINATE THIS SYSTEM ON BOTH
	DOCUMENTS.

	ALL OTHER LISTED SYSTEM COMPONENTS ARE IN COMPLIANCE
	AND REQUIRE NO FURTHER ACTION.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J. REGUEIRO
	561.805.6719
	[email protected]
2008-07-22 16:33:38	REVIEW OF REVISED CALCS IN PROGRESS...

Review Stop	M			MECHANICAL (A/C)
Rev No	25	Status	N	Date	2008-05-23			Cont ID
Sent By	rregueir			Date	2008-05-23	Time	08:16	Rev Time	0.00
Received By	rregueir			Date	2008-05-23	Time	08:11	Sent To	PC

Notes

2008-05-23 08:16:20	T&B REPORT FOR THE BASE BUILDING HVAC SYSTEM SUBMITTED
	ON 5/16/08 WAS WITHDRAWN BY CONTRACTER PER EMAIL
	REQUIEST FROM NATHAN DUCOTE OF BALFOUR BEATTY
	CONSTRUCTION. A FINAL T&B REPORT SHALL BE SUBMITTED TO
	THE BUILDING OWNER IN ACCORDANCE WITH FBCB
	13-410.1.ABC.4.2.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J. REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	24	Status	F	Date	2008-05-14			Cont ID
Sent By	rregueir			Date	2008-05-14	Time	13:23	Rev Time	0.00
Received By	rregueir			Date	2008-05-14	Time	09:02	Sent To	E

Notes

2008-05-14 13:23:43	REVISED ENERGY CALCULATIONS DATED 5/7/08:

	1. THE MAX TONNAGE SHOWN ON THE FRONT OF THE FORM IS
	SHOWN AS 80 TONS. THIS DOES NOT CORRESPOND WITH THE
	APPLIANCE SCHEDULE ON PG H0.02. THE SCHEDULE SHOWS
	PAC-3 AS 90 TONS. PLEASE COORDINATE ENERGY CALCULATIONS
	WITH BUILDING PLANS IN ACCORDANCE WITH FBCB 13-103.2.

	2. THE COMPLIANCE CERTIFICATION PAGE HAS NOT BEEN
	COMPLETED. EXAMPLE: THIS PAGE INDICATES THE
	CALCULATIONS WERE PREPARED BY DENNIS J STROER. THE
	BUILDING OFFICIAL SHALL REQUIRE, SUBJECT TO THE
	EXCEPTIONS IN SECTION 481.229, FLORIDA STATUTES, AND
	SECTION 471.003, FLORIDA STATUTES, THAT PLANS AND
	SPECIFICATIONS, INCLUDING THE ENERGY CODE CALCULATIONS,
	BE PREPARED BY AN ENGINEER OR ARCHITECT LICENSED TO
	PRACTICE IN THE STATE OF FLORIDA IN ACCORDANCE WITH
	FBCB 13-103.2. THERE IS NO LICENSE INFORMATION OR
	SIGNATURE AND SEAL FROM THIS PERSON SHOWING THEM TO
	MEET THESE CRITERIA. THIS PERSON HAS NOT CERTIFIED
	THESE CALCULATIONS OR THIS BUILDING TO BE IN COMPLIANCE
	WITH THE FLORIDA ENERGY EFFICIENCY CODE AS REQUIRED ON
	THE COMPLIANCE CERTIFICATION FORM. PLEASE CORRECT AND
	RESUBMIT.

	3. DESIGN PROFESSIONALS RESPONSIBLE UNDER FLORIDA LAW
	FOR THE DESIGN OF LIGHTING, ELECTRICAL, MECHANICAL, AND
	PLUMBING SYSTEMS AND THE BUILDING SHELL, SHALL CERTIFY
	COMPLIANCE OF THOSE BUILDING SYSTEMS WITH THE CODE BY
	SIGNING AND PROVIDING THEIR PROFESSIONAL REGISTRATION
	NUMBER ON THE ENERGY CODE FORM PROVIDED AS PART OF THE
	PLANS AND SPECIFICATIONS TO THE BUILDING DEPARTMENT.
	EXCEPTION: TYPED NAMES AND REGISTRATION NUMBERS MAY BE
	PROVIDED IN LIEU OF A SIGNATURE WHERE ALL RELEVANT
	INFORMATION HAS BEEN INCLUDED ON SIGNED AND SEALED
	PLANS.
	NEITHER OF THESE WAS PROVIDED AS REQUIRED IN ACCORDANCE
	WITH FBCB 13-103.1.1. PLEASE SEE ALL AREAS OF THE
	COMPLIANCE CERTIFICATION FORM WHICH HAVE NOT BEEN
	FILLED OUT. CORRECT AND RESUBMIT.

	4. THERE ARE DISCREPANCIES BETWEEN THE INPUT DATA
	REPORT (IDR) AND THE PLANS REGARDING THE COOLING
	CAPACITIES OF THE MECHANICAL APPLIANCES. EXAMPLE: PAC
	1-16 IN THE IDR, WHICH CORRESPONDS WITH PAC-3 ON THE
	APPLIANCE SCHEDULE ON PAGE H0.02, IS SHOWN TO HAVE A
	COOLING CAPACITY OF 960,000 BTU/H WHILE THE PLANS SHOW
	A CAPACITY OF 1,066,000 BTU/H.

	THIS IS ONLY ONE EXAMPLE. THERE ARE OTHER
	DISCREPANCIES. PLEASE VERIFY ALL VALUES ENTERED IN THE
	(IDR) CORRESPOND WITH THE MECHANICAL SYSTEMS ON THE
	PLANS, CORRECT AND RESUBMIT.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J. REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	23	Status	P	Date	2008-05-14			Cont ID
Sent By	rregueir			Date	2008-05-14	Time	08:52	Rev Time	0.00
Received By	rregueir			Date	2008-05-14	Time	08:51	Sent To	PC

Notes

2008-05-14 08:52:14

REV 47 PAGE H2.01 CONDENSER WATER SCHEMATIC

Review Stop	M			MECHANICAL (A/C)
Rev No	22	Status	P	Date	2008-05-13			Cont ID
Sent By	rregueir			Date	2008-05-13	Time	17:02	Rev Time	0.00
Received By	rregueir			Date	2008-05-13	Time	16:01	Sent To	M

Notes

2008-05-13 17:02:14	OK FROM PLAN REVIEW. SENT TO HAROLD MOSER FOR FINAL
	MECHANICAL APPROVAL. ALSO REVIEW BY FIRE MARSHAL
	REQUIRED.

Review Stop	M			MECHANICAL (A/C)
Rev No	21	Status	P	Date	2008-05-08			Cont ID
Sent By	rregueir			Date	2008-05-08	Time	13:11	Rev Time	0.00
Received By	rregueir			Date	2008-05-08	Time	11:34	Sent To	PC

Notes

2008-05-08 13:11:22

REV.45 PAGES H1.07 AND H1.09

Review Stop	M			MECHANICAL (A/C)
Rev No	20	Status	P	Date	2008-05-08			Cont ID
Sent By	rregueir			Date	2008-05-08	Time	11:29	Rev Time	0.00
Received By	rregueir			Date	2008-05-08	Time	11:24	Sent To	FIRE

Notes

2008-05-08 11:25:52

REV.42 PAGES H1.01, H2.04

Review Stop	M			MECHANICAL (A/C)
Rev No	19	Status	P	Date	2008-04-17			Cont ID
Sent By	rregueir			Date	2008-04-17	Time	08:10	Rev Time	0.00
Received By	rregueir			Date	2008-04-17	Time	08:08	Sent To	PC

Notes

2008-04-17 08:10:35

REV.41 PG H1.01, H1.03, H1.07

Review Stop	M			MECHANICAL (A/C)
Rev No	18	Status	P	Date	2008-04-17			Cont ID
Sent By	rregueir			Date	2008-04-17	Time	08:07	Rev Time	0.00
Received By	rregueir			Date	2008-04-16	Time	15:01	Sent To	PC

Notes

2008-04-17 08:07:24

REV.40 PG H1.106

Review Stop	M			MECHANICAL (A/C)
Rev No	17	Status	P	Date	2008-03-27			Cont ID
Sent By	rregueir			Date	2008-03-27	Time	10:31	Rev Time	0.00
Received By	rregueir			Date	2008-03-27	Time	10:30	Sent To	PC

Notes

2008-03-27 10:31:28	PAGES A1.02 THROUGH A1.05 REV.36 FOR GARAGE EXHAUST
	FANS OK. MECH PLANS ALREADY COORDINATED WITH THESE
	CHANGES.

Review Stop	M			MECHANICAL (A/C)
Rev No	16	Status	P	Date	2008-03-10			Cont ID
Sent By	rregueir			Date	2008-03-10	Time	07:57	Rev Time	0.00
Received By	rregueir			Date	2008-03-10	Time	16:49	Sent To

Notes

2008-03-25 07:57:27	REV 33 PAGES:
	H0.02
	H1.01
	H1.02
	H1.03
	H1.05
	H1.06
	H1.07
	H1.08
	H1.09
	H1.15
	H1.16
	H1.17
	H1.18
	H2.01
	H2.02

Review Stop	M			MECHANICAL (A/C)
Rev No	15	Status	P	Date	2008-01-07			Cont ID
Sent By	rregueir			Date	2008-01-07	Time	13:47	Rev Time	0.00
Received By	rregueir			Date	2008-01-07	Time	11:08	Sent To	PC

Notes

2008-01-07 11:09:10

REV. 32 PAGES H0.02, H1.06, H1.07, H1.09.

Review Stop	M			MECHANICAL (A/C)
Rev No	14	Status	P	Date	2007-12-20			Cont ID
Sent By	rregueir			Date	2007-12-20	Time	15:52	Rev Time	0.00
Received By	rregueir			Date	2007-12-20	Time	11:05	Sent To	PC

Notes

2007-12-20 15:53:52	REV 29 PAGES:
	H1.01
	H1.02
	H1.03
	H1.05
	H1.06
	H1.07
	H1.08
	H1.09
	H1.15
	H1.16
	H1.17
	H1.18
	H2.02
	H2.04

Review Stop	M			MECHANICAL (A/C)
Rev No	13	Status	F	Date	2007-11-10			Cont ID
Sent By	rregueir			Date	2007-11-10	Time	15:33	Rev Time	0.00
Received By	rregueir			Date	2007-11-10	Time	15:12	Sent To	PC

Notes

2007-11-10 15:33:21	REVISION #: 23
	ACTION: DENIED

	FBC 2004 CODE FAMILY W/ 2005 SUPPLEMENTS
	FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	REVISION FOR H0.02, H1.16, H1.17, H2.04
	REVISION FOR SMOKE CONTROL NARRATIVE AND RATIONAL
	ANALYSIS.

	NO EXCEPTION IS TAKEN TO THE REVISIONS ON H0.02, H1.16
	AND H1.17. HOWEVER, THESE PLANS WILL NOT BE
	INCORPORATED INTO THE PERMIT SET PRIOR TO ACCEPANCE OF
	THE SMOKE CONTROL SEQUENCE WHICH GOVERNS THE
	FUNCTIONALITY OF THE NEWLY ADDED EQUIPMENT.
	1. ON PG H2.04 THE SEQUENCE CONTAINS CONFLICTING
	INSTRUCTIONS.
	IN SEQUENCE (B) FOR FLOORS 6 THROUGH 16, SUBSECTION (E)
	INDICATES THAT FLOORS 15 AND 16 ARE STILL BEING TREATED
	AS INDIVIDUAL ZONES RATHER THAN ONE ZONE. THIS DOES NOT
	CORRELATE WITH ACTIONS CALLED FOR UNDER SEQUENCE (C)
	FOR THE 14TH FLOOR AND IT IS IN CONFLICT WITH SEQUENCE
	(D) WHICH DOES CALL FOR THE 15TH AND 16TH FLOORS TO BE
	TREATED AS ONE ZONE.

	2. THE NARRATIVE/ANALYSIS CONTAINS SIMILAR CONFLICTING
	INFORMATION. ON PAGE 3, PARAGRAPH 4 INDICATES THAT THE
	16TH FLOOR WILL BE TREATED AS AN INDIVIDUAL SMOKE ZONE.
	PARAGRAPH 5 EXPLAINS THAT FLOORS 15 AND 16 ARE ONE
	ZONE.

	ONCE THE CONFLICTING INFORMATION IS REMOVED AND/OR
	CORRELATED IN THE NARRATIVE AND ON THE PLANS, THE
	ADJUSTMENTS BEING MADE TO TREAT FLOORS 15 AND 16 AS ONE
	SMOKE ZONE MAY BE IN ORDER, DEPENDIG ON HOW THESE
	COMMENTS ARE ADDRESSD. PLEASE MAKE THE NECESSARY
	CORRCTIONS AND CLARIFICATIONS, THEN RESUBMIT.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J. REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	12	Status	P	Date	2007-10-11			Cont ID
Sent By	rregueir			Date	2007-10-11	Time	08:34	Rev Time	0.00
Received By	rregueir			Date	2007-10-06	Time	15:33	Sent To

Notes

2007-10-11 08:43:32	************PROVISO**************

	1. H1.07 THRU H1.16: VAV BOX HAS BEEN ADDED TO HVAC
	SYSTEM TO CONDITION EXEC. VESTIBULE. THIS BOX DOES NOT
	HAVE AN EQUIPMENT DESIGNATION ON FLOOR PLAN. ALSO, THE
	VAV SCHEDULE ON H0.02 HAS NOT BEEN REVISED TO SHOW THIS
	NEW SIZE VAV. PLEASE REVISE BOTH PAGES, PROVIDING
	MISSING INFORMATION AND SHOWING COORDINATION BETWEEN
	FLOOR PLANS AND EQUIPMENT SCHEDULES. FBC 106.1.1,
	106.1.3

	2. H1.07 THRU H1.16: RISER 8 HORIZONTAL DUCTS ARE NOT
	SHOWN TO HAVE REQUIRED OPENING PROTECTIVES WHERE THEY
	PENETRATE THE SHAFT WALL AT EACH LEVEL. RATHER, THE FSD
	IS SHOWN AT A WALL ON THE OTHER SIDE OF THE SERVICE
	VESTIBULE. PLEASE REVISE PLANS TO SHOW HOW THE SHAFT
	RATING IS TO BE MAINTAINED IN ACCORDANCE WITH FBC,M
	607.5.5.1.

	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M		MECHANICAL (A/C)
Rev No	11	Status	Date	2007-09-15			Cont ID
Sent By	rregueir		Date	2007-09-15	Time	15:34	Rev Time	0.00
Received By	rregueir		Date	2007-09-15	Time	15:49	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	10	Status	P	Date	2007-07-30			Cont ID
Sent By	rregueir			Date	2007-07-30	Time	16:40	Rev Time	0.00
Received By	rregueir			Date	2007-07-28	Time	15:50	Sent To

Notes

2007-07-30 16:42:22	REVISED PAGES H0.01 THROUGH H2.04, WHICH IS THE ENTIRE
	MECHANICAL SET OF PLANS.

Review Stop	M			MECHANICAL (A/C)
Rev No	9	Status	F	Date	2007-07-02			Cont ID
Sent By	rregueir			Date	2007-07-02	Time	09:44	Rev Time	0.00
Received By	rregueir			Date	2007-06-30	Time	14:58	Sent To

Notes

2007-07-02 09:43:39	FBC 2004 CODE FAMILY W/2005 REVISIONS
	FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
	PREVIOUS REVIEW COMMENTS FOR THE PURPOSE OF
	CONTINUITY.

	1. OK

	2. REVISION 6 IS THE LAST REVISION THAT WAS STAMPED AND
	FILED AT THIS OFFICE, BUT THE SUBMITTED PLANS HAVE
	DELTAS FOR LATER REVISIONS WHICH ARE NOT CLEARLY MARKED
	(NO CLOUDS). PLEASE CLEARLY INDICATE ON PLANS EVERY
	CHANGE WHICH HAS TAKEN PLACE AFTER REVISION 6
	(11-10-06). ALSO, SF-2 ON FAN SCHEDULE INDICATES REMARK
	#1 APPLIES. HOWEVER, SF-2 DOES NOT OCCUR ON FLOORS 2,
	3, 4 AND 5 AS REMARK #1 STATES. IT IS ONLY ON THE 5TH
	FLOOR. SEF-1A AND SEF-1B DO NOT APPEAR ON FLOOR PLANS
	OR RISER DIAGRAM (H1.17 AND H2.04), RATHER, THERE IS
	ONLY ONE SEF 1 SHOWN. PLEASE CLARIFY AND COORDINATE
	FLOOR PLANS WITH SCHEDULES.

	3. PLEASE REMOVE THE ?18? MIN.? NOTATION FROM DETAIL
	25. IT MAY OR MAY NOT BE CODE COMPLIANT DEPENDING ON
	THE WIDTH OF THE EQUIPMENT. PERHAPS A NOTE REFERENCING
	DETAIL 50 ON H0.04 FOR REQUIRED EQUIPMENT HEIGHTS WOULD
	BE MORE APPROPRIATE. ALSO, NO INFORMATION OR DETAIL
	COULD BE FOUND IN REVISION 15 STRUCTURAL PLANS
	REGARDING WIND LOADS AS WAS INDICATED IN THE COMMENT
	RESPONSE LETTER.

	4. NO INFORMATION COULD BE FOUND ON REVISION 15
	STRUCTURAL PLANS REGARDING WIND LOADS OR ATTACHMENT
	DETAILS RELATED TO ROOFTOP DUCTWORK. ALSO, A NOTE
	REFERENCING DETAIL 50 FOR REQUIRED CLEARANCES WOULD BE
	APPROPRIATE.

	COMMENTS 5 THROUGH 8: OK

	9. THE12X16 DUCT WHICH WAS REVISED TO 18X8 IS STILL
	MISSING A FIRE DAMPER IN THE DUCT RUNNING FROM
	ELECTRICAL ROOM (105) INTO RETAIL 1 (106). PLEASE SHOW
	OPENING PROTECTIVE AS REQUIRED BY FBC,M 607.5.

	10. H1.06 THROUGH H1.16 STILL SHOW A NOTE STATING THAT
	A 2? CONDENSATE DRAIN IS TO BE ROUTED TO AND DISCHARGE
	INTO A FLOOR DRAIN. PLEASE CLARIFY AND COORDINATE WITH
	PLUMBING PLANS.

	COMMENTS 11 THROUGH 19: OK

	20.THE DUCT RELATED TO SF-2 FOR ELEVATOR LOBBIES
	TRAVELS FROM THE 5TH FLOOR DOWN TO THE 2ND FLOOR. AS
	SUCH, A SHAFT ENCLOSURE IS REQUIRED PER FBC 707.2. ALL
	SHAFT PENETRATIONS SHALL BE PROTECTED PER FBC,M
	607.5.5.1. THE INTAKE LOCATION FOR SF-2 SHALL BE
	LOCATED A MINIMUM OF 10 FEET FROM ANY HAZARDOUS OR
	NOXIOUS CONTAMINANT, SUCH AS VENTS, CHIMNEYS, PLUMBING
	VENTS, STREETS, ALLEYS, PARKING LOTS AND LOADING DOCKS?
	FBC,M 401.5.1

	COMMENTS 21 AND 22: OK

	23. PLEASE SEE COMMENT #20 RELATED TO ELEVATOR LOBBY
	VENTILATION.

	COMMENTS 24 THROUGH 31: OK

	32. PLEASE SEE COMMENT #20 REGARDING ELEVATOR LOBBY
	VENTILATION.

	33. SMOKE CONTROL SYSTEM:
	NOTE: THE ADDITION OF THE SMOKE CONTROL SYSTEM DOES NOT
	ONLY PROVIDE COMPLIANCE WITH FBC 909, IT ALSO PROVIDES
	COORDINATION WITH THE PERMIT SET OF FIRE ALARM PLANS
	WHICH HAVE CALLED FOR A SMOKE CONTROL PANEL WITH HOA IN
	THE FIRE COMMAND ROOM (SEE FA1.01) SINCE AT LEAST
	REVISION #6 (DATED 11-10-06). THE FOLLOWING ARE
	COMMENTS RELATED TO THE SMOKE CONTROL SYSTEM AS
	SUBMITTED:

	1) THE 3 COPIES OF THE SMOKE CONTROL SYSTEM NARRATIVE
	REPORT SHALL BE SIGNED AND SEALED BY THE DESIGNER(S) OF
	RECORD.
	2) SUBMITTAL OF THE SMOKE CONTROL NARRATIVE IS NOTED.
	HOWEVER, PLEASE INCLUDE SEQUENCE OF OPERATIONS AND
	CONTROL DETAILS ON HVAC AND FIRE ALARM PLANS AS NEEDED
	TO CLEARLY DEMONSTRATE THE SCOPE OF WORK REQUIRED FOR A
	FULLY FUNCTIONAL AND CODE COMPLIANT SMOKE CONTROL
	SYSTEM. FBC 106.1.1 AND 106.3.5.1.1

	A: FLOORS 6-16

	(B) STAIR PRESSURIZATION SHALL BE MINIMUM 0.15? WC AND
	A MAXIMUM OF 0.35? WC IN THE SHAFT RELATIVE TO THE
	BUILDING MEASURED WITH ALL STAIRWAY DOORS CLOSED UNDER
	MAXIMUM ANTICIPATED STACK PRESSURES. THE NOTE ON STAIR
	1 RELIEF DAMPER (H1.18) WILL ALSO NEED TO BE CORRECTED.
	STAIR 2 RELIEF DAMPER COULD NOT BE LOCATED ON PLANS. BY
	WHAT MEANS IS THE PRESSURE TO BE BALANCED IN THIS
	SHAFT?
	(D) PLEASE INDICATE IN SEQUENCE SPECIFICALLY WHICH FSD
	WILL OPEN WHEN ALL OTHER FSD?S WILL CLOSE.
	(F) PLEASE SEE COMMENT #2 REGARDING SEF-1 DESIGNATION
	ON EQUIPMENT SCHEDULE (H0.02).

	B: FIRST FLOOR MAIN LOBBY

	(B) PLEASE INDICATE IN SEQUENCE SPECIFICALLY WHICH FSD
	WILL OPEN WHEN ALL OTHER FSD?S WILL CLOSE. THERE IS NO
	FSD SHOWN ON SEF-2 DUCT WHERE IT EXITS THE SHAFT ON
	FLOOR PLAN (H1.01) OR RISER 9 DIAGRAM (H2.04). WHAT IS
	THE PURPOSE OF OPENING THE MOTORIZED DAMPER FOR SEF-1
	IN THIS PART OF THE SEQUENCE? IT ONLY SERVES THE UPPER
	FLOORS.
	(C) NO ASSOCIATED FSD IS SHOWN ON PLANS. SEF-2 ACCESS
	DOOR (H1.05), IS THERE A STEEL GIRDER OR BEAM WHICH
	WILL INTERFERE WITH ACCESS? SEF-2 DISCHARGES ADJACENT
	TO THE SIDE OF THE PARKING GARAGE WHICH IS OPEN TO THE
	OUTDOORS. WHAT WILL THE STATUS OF GARAGE EXHAUST FANS
	(PF-1 THROUGH PF-12 AND SF-1) BE WHEN SEF-2 IS ACTIVE
	(SINCE THAT LOCATION IS THE SOURCE OF MAKE-UP AIR FOR
	THESE FANS)? ARE THERE PROVISIONS TO ENSURE PF?S AND
	SF-1 WILL NOT DRAW SMOKE INTO PARKING GARAGE? SEF-2
	INTAKE ON H2.04 RISER DIAGRAM IS SHOWN ABOVE THE
	CEILING IN RETAIL 1 AREA. THIS DOES NOT CORRELATE WITH
	FLOOR PLAN AND IS NOT FUNCTIONAL FOR PROVIDING SMOKE
	CONTROL TO THE MAIN LOBBY AREA.
	(D) SEQUENCE INDICATES DOORS WILL OPEN FOR SMOKE
	EXHAUST MAKE-UP AIR, BUT PLAN SHOWS LOUVERS WITH
	MOTORIZED DAMPERS ABOVE THE DOORS ADDED IN THIS
	REVISION. IS THIS IN ADDITION TO THE LOBBY DOORS OR
	INSTEAD OF THEM? PLEASE CLARIFY. IF THE LOUVERS AND
	MOTORIZED DAMPER ARE TO BE USED, PLEASE ADJUST SEQUENCE
	ACCORDINGLY.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	8	Status	F	Date	2007-05-04			Cont ID
Sent By	rregueir			Date	2007-05-04	Time	07:08	Rev Time	0.00
Received By	rregueir			Date	2007-05-02	Time	18:58	Sent To	P

Notes

2007-05-03 15:55:16	--------------DENIED-----------------

	THE CHANGES SHOWN ON PLANS APPEAR TO ADEQUATELY ADDRESS
	THE OUTSTANDING CONDENSATE DISPOSAL ISSUES. HOWEVER,
	THE CONDENSATE CHANGES HAVE BEEN INCORPORATED ONTO THE
	SAME MECHANICAL PAGES WHICH WERE REJECTED DURING THE
	PREVIOUS MECHANICAL PLAN REVIEW WHICH WAS COMPLETED ON
	4/20/07. THESE PAGES CAN NOT BE APPROVED UNTILL ALL
	PLAN REVIEW COMMENTS RELATED TO THESE PAGES HAVE BEEN
	ADDRESSED. IF THE CONDENSATE CHANGES HAD BEEN
	INCORPORATED ONTO THE CURRENT PERMITTED SET OF PLANS,
	THE CONDENSATE CHANGES COULD HAVE BEEN APPROVED
	INDEPENDENT OF THE PREVIOUS REVISION WITH THE
	OUTSTANDING COMMENTS. AT THIS TIME YOU MAY EITHER
	RESUBMIT THE CONDENSATE CHANGES ON PLANS WHICH
	OTHERWISE MATCH THE CURRENT PERMITTED SET OF PLANS OR
	YOU MAY RESUBMIT THE CONDENSATE REVISIONS IN
	CONJUNCTION WITH RESPONSES TO THE OUTSTANDING
	COMMENTS.


	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:

	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	7	Status	F	Date	2007-04-20			Cont ID
Sent By	rregueir			Date	2007-04-20	Time	08:29	Rev Time	0.00
Received By	rregueir			Date	2007-04-16	Time	16:47	Sent To

Notes

2007-04-19 16:11:36	-------------------DENIED---------------------

	FBC 2004 CODE FAMILY W/2005 REVISIONS
	FBC CH 1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	-COMMENTS ARE ORGANIZED BY PAGE NUMBER UNLESS COMMENT
	APPLIES TO THE ENTIRE BUILDING.
	-15 PAGES WERE SUBMITTED AS A PACKAGE FOR THIS
	REVISION. THAT COMPRISES EVERY PAGE OF THE ORIGINAL
	PERMITTED SET OF PLANS.
	-EQUIPMENT CHANGES AS STATED ON REVISED PAGE H0.02 WILL
	REQUIRE REVISED ENERGY CALCULATIONS TO BE SUBMITTED
	WHEN THE FOLLOWING COMMENTS ARE ADDRESSED AND
	RESUBMITTED.
	-SUBMITTED PLANS (1 SET) HAVE BEEN MARKED WHEN
	PRACTICAL TO SHOW AREAS BEING ADDRESSED BY PLAN REVIEW
	COMMENTS.

	1. H0.01: THERE HAS BEEN A CHANGE TO THIS PAGE BUT THE
	CHANGED WAS NOT MARKED ON THE PLAN AS A REVISION.

	2. H0.02: THIS PAGE HAS BEEN MODIFIED BY REVISIONS 7
	AND 10, YET ONLY REVISION 10 HAS BEEN MARKED AS A
	CHANGE. THE LAST REVISION SUBMITTED TO THIS OFFICE
	RELATED TO THIS PAGE WAS REVISION 6 DATED 11/10/06. ANY
	CHANGES FROM THAT DATE FORWARD SHOULD BE CLEARLY MARKED
	TO FACILITATE AN ACCURATE REVIEW AS WELL AS TO MAINTAIN
	CONTINUITY OF CONSTRUCTION DOCUMENTS. FBC 106.1.3.

	3. H0.03 DETAIL 25: HEIGHT OF ROOFTOP EQUIPMENT IS TO
	BE DETERMINED BY FBC TABLE 1509.7. ALSO, PLEASE SHOW
	STRUCTURAL DATA (FROM STRUCTURAL ENGINEER) FOR ALL
	ROOFTOP EQUIPMENT WITH WIND LOAD CALCULATIONS PER FBC
	1603.1.4 ALONG WITH DETAILED INFORMATION RELATED TO
	ATTACHMENTS OF ALL EQUIPMENT TO STRUCTURE NEEDED TO
	MEET WIND LOAD REQUIREMENTS. THIS APPLIES TO ALL
	ROOFTOP AND OUTDOOR EQUIPMENT.

	4. H0.04: SEE ABOVE COMMENT REGARDING DETAIL 31,
	EXTERIOR DUCTWORK.

	5. H1.01 & H1.02: PLAN SHOWS SOME KIND OF SHAFT WALL IN
	MECHANICAL RM 204 FOR PAC 2 DUCTS TO REACH 1ST FLOOR.
	HOWEVER, REVISED PG A1.02 DOES NOT SHOW ANY SHAFT WALL.
	WHERE ARE THESE RATED PENETRATIONS TO TAKE PLACE? IF A
	SHAFT IS TO BE USED, OPENINGS MUST BE PROTECTED WHERE
	THE DUCTS ENTER AND LEAVE THE SHAFT. PLEASE CLARIFY AND
	COORDINATE WITH ARCHITECTURAL DRAWINGS. PERHAPS AN
	ENLARGED DRAWING OF MECHANICAL ROOMS WITH PLAN AND
	ELEVATION VIEWS ARE NEEDED TO CLEARLY SHOW THE SCOPE OF
	WORK. FBC,M 106.1.1.

	6. H1.01: PLEASE SHOW LOCATION OF ALL GRILLS/REGISTERS
	AS THEY ARE SHOWN ON REFLECTIVE CEILING PLAN TO SHOW
	HOW BALANCED RETURN IS TO BE ACHIEVED IN VARIOUS AREAS.
	FBC,M 601.4.

	7. H1.01: FRESH AIR INTAKE FOR THE LOADING DOCK SHALL
	BE A MINIMUM OF 10' AWAY FROM STREETS, ALLEYS, PARKING
	LOTS AND LOADING DOCKS PER FBC,M 401.5.1.

	8. H1.01 HP-3 IN LOADING DOCK: WHAT IS THE ELEVATION TO
	THE BOTTOM OF HEAT PUMP? APPLIANCES IN PUBLIC GARAGES
	OR OTHER AREAS FREQUENTED BY MOTOR VEHICLES EXCEEDING 6
	FEET IN HEIGHT SHALL BE INSTALLLED A MINIMUM OF 2 FEET
	HIGHER ABOVE THE FLOOR THAN THE HEIGHT OF THE TALLEST
	VEHICLE. FBC,M 304.5

	9. H1.01: 12X16 DUCT IS SHOWN PENETRATING RATED WALL AT
	RETAIL 1. PLEASE SHOW METHOD OF OPENING PROTECTIVE TO
	BE USED PER FBC,M 607.5.

	10. H1.01 THROUGH H1.18: A/C CONDENSATE SHALL NOT
	DISCHARGE INTO CITY WASTE WATER FACILITY PIPING PER
	W.P.B. MUNICIPAL CODE SEC 90-125(B)(5). PLUMBING PLANS
	EXAMINER MAY BE ABLE TO HELP IN DETERMINING THE BEST
	WAY TO DISPOSE OF CONDENSATE IN THE STORM WATER DRAIN
	SYSTEM.

	11. H1.01: WHAT IS THE SIZE OF EXHAUST DUCT BETWEEN
	CIF-6 AND THE 22X22 EXHAUST RISER DUCT? IS THERE ROOM
	FOR A 22" TALL DUCT TO CROSS THE DRIVEWAY? PLEASE SEE
	COMMENT 8 REGARDING VEHICLE HEIGHTS AND REQUIRED
	CLEARANCE.

	12. H1.02 STAIR 2: RISER 2 DUCT IN STAIR 2 IN 1ST FLOOR
	DOES NOT APPEAR TO BE IN A RATED ENCLOSURE AS IT IS ON
	OTHER FLOORS. THE RISER DIAGRAM SHOWS IT LEAVING THE
	SHAFT, TRAVELING THROUGH THE STAIRWAY AND INTO THE
	CEILING OF RETAIL 1. PLEASE CLARIFY.

	13. PLEASE SHOW HANGNG DETAIL FOR HORIZONTAL AHU'S AND
	HEAT PUMPS, SHOWING COMPLIANCE WITH FBC,M 307.2.3
	RELATED TO SECONDARY/AUXILIARY DRAIN PROTECTION.

	14. H1.02: LIFE SAFETY PLAN A0.22 SHOWS 1 HOUR RATED
	WALL BETWEEN STORAGE ROOM 205 AND ELEVATOR LOBBY. HOW
	WILL THIS OPENING BE PROTECTED? PLEASE SHOW COMPLIANCE
	WITH FBC,M 607.5.

	15. H1.02: ACCU'S IN GARAGE ARE ONLY PROTECTED FROM
	VEHICLE DAMAGE ON 2 SIDES. PLEASE SHOW PROTECTION ON 3
	SIDES. ALSO, WE HAVE STILL NOT RECEIVED DOCUMENTATION
	FROM THE EQUIPMENT MANUFACTURER REGARDING THE
	SUITABILITY OF ACCU'S BEING INSTALLED INDOORS. FBC,M
	304.5

	16. H1.02: WHAT IS THE HEIGHT TO THE BOTTOM OF PF-1 AND
	PF-2? APPLIANCES LOCATED IN PUBLIC GARAGES SHALL BE
	INSTALLED A MINIMUM OF 8 FEET ABOVE THE FLOOR OR 2'
	ABOVE THE HEIGHT OF ANY VEHICLE OVER 6' HIGH HAVING
	ACCESS TO THE GARAGE UNLESS PROTECTED FROM MOTOR
	VEHICLE IMPACT. FBC,M 304.5.

	17. H1.02: WHAT IS THE HEIGHT OF O.A. DUCT AND PIPING
	FROM RISERS 5 & 6 TO MECHANICAL RM 204? PLEASE NOTE:
	THESE RUN OVER A VAN ACCESSIBLE DISABLED PARKING
	SPACE.

	18. H1.02: R-1 RISER DUCT AT STAIR 1 IS SHWON OUTSIDE
	THE SHAFT ENCLOSURE. IS THIS TO BE FLAMEBAR DUCT?
	PLEASE CLARIFY PER FBC 106.1.1.

	19. H1.02 SECTION AA: IS IT THE INTENTION OF THE
	DESIGNER THAT PAC-2 SITS ON A BIG NEOPRENE PAD? IS THIS
	INTENDED TO BE A CONCRETE HOUSEKEEPING PAD? PLEASE
	CLARIFY PER FBC 106.1.1.

	20. H1.02: WHAT IS THE MEANS AND RATE OF MECHANICAL
	VENTILATIONFOR THE FOLLOWING AREAS:
	STORAGE 202
	SERVICE VESTIBULE 203
	ELECTRICAL RM 209
	STORAGE 205
	ELEVATOR LOBBIES - ALSO SEE FBC,M 404.3
	ELEVATOR MACHINE ROOM.
	NOTE: RECIRCULATION OF AIR FROM GARAGE IS PROHIBITED
	PER FBC,M 403.2.1(1).

	21. H1.02 AND ALL PARKING LEVELS: SF-1 SUPPLY FAN FOR
	PARKING GARAGE INTAKE IS LOCATED WITHIN THE PARKING
	GARAGE. OUTDOOR AIR IS REQUIRED PER FBC,M 403.2 AND CAN
	NOT BE DRAWN FROM WITHIN THE ENCLOSED PARKING GARAGE.
	SF-1 INTAKE OPENING SHALL BE LOCATED IN COMPLIANCE WITH
	FBC,M 401.5.1.

	22. H1.02 AND ALL PARKING LEVELS: SF-1 ON FAN SCHEDULE
	IS SHOWN TO PRODUCE 5,000 CFM. DESIGNER'S CALCULATIONS
	SHOW 45,000 CFM OF VENTILATION REQUIRED. VENTILATION
	SUPPLY SYSTEMS SHALL BE DESIGNED TO DELIVER THE
	REQUIRED RATE OF SUPPLY AIR (45,000 CFM) TO THE
	OCCUPIED ZONE WITHIN THE OCCUPIED SPACE. THE AMOUNT OF
	SUPPLY AIR SHALL BE APPROXIMATELY EQUAL TO THE AMOUNT
	OF EXHAUST AIR PER FBC,M 403.1.

	23. H1.03: SEE REVIEW COMMENT 20 REGARDING
	VENTILATION.

	24. H1.03: SEE REVIEW COMMENT 16 REGARDING
	ELEVATION/PROTECTION OF GARAGE FANS.

	25. H1.03 & H1.05: PLEASE INDICATE ON PLANS WHETHER R-1
	RISER DUCT IS TO BE ENCLOSED IN A RETED ENCLOSURE OR
	CONSTRUCTED OF FLAMEBAR. FBC 106.1.1.

	26. H1.03: LIFE SAFETY PLAN A0.22 SHOWS STORAGE RM 304
	TO BE ONE-HOUR RATED AND 405 TO BE TWO-HOUR RATED.
	PLEASE SHOW HOW DUCT PENETRATIONS ARE TO BE PROTECTED
	PER FBC,M 607.5.

	27. H1.03: EMERGENCY ELECTRICAL RM 405: 400 CFM OF
	MAKE-UP AIR IS NEEDED FOR CIF-3. WHAT IS THE SOURCE?
	FBC 403.2.1.

	28. H1.05PLAN SHOWS DUCTS PENETRATING STORAGE RM 502 &
	504. PLEASE SHOW HOW DUCT PENETRATIONS ARE TO BE
	PROTECTED PER FBC,M 607.5.

	29. H1.05: PLEASE SHOW FIRE/SMOKE DAMPER WHERE R-4 DUCT
	LEAVES SHAFT PER FBC,M 607.5.5.1.

	30. H1.05: R-1 RISER DUCT SHOWS A FIRE DAMPER WHERE
	DUCT LEAVES THE SHAFT AND ENTERS ELECTRICAL ROOM. WHERE
	A FIRE DAMPER WILL INTERFERE WITH THE OPERATIONOF A
	REQUIRED SMOKE CONTROL SYSTEM (SUCH AS STAIRWELL
	PRESSURIZATION), APPROVED ALTERNATIVE PROTECTION SHALL
	BE UTILIZED. FBC,M 607.2.1

	31. H1.05: WHAT IS BOTTOM ELEVATION OF GARAGE FANS?
	PLEASE SEE REVIEW COMMENT 16 REGARDING
	ELEVATION/PROTECTION IN PUBLIC GARAGES.

	32. H1.05: PLEASE SEE REVIEW COMMENT 20 REGARDING
	VENTILATION.

	33. SMOKE CONTROL: BUILDINGS REQUIRED BY THIS CODE TO
	HAVE A SMOKE CONTROL SYSTEM SHALL HAVE SUCH SYSTEMS
	DESIGNED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS
	OF FBC SECTION 909 AND THE GENERALLY ACCEPTED AND
	WELL-ESTABLISHED PRINCIPLES OF ENGINEERING RELEVANT TO
	THE DESIGN. THE CONSTRUCTION DOCUMENTS SHALL INCLUDE
	SUFFICIENT INFORMATION AND DETAIL TO DESCRIBE
	ADEQUATELY THE ELEMENTS OF THE DESIGN NECESSARY FOR THE
	PROPER IMPLEMENTATION OF THE SMOKE CONTROL SYSTEMS.
	THESE DOCUMENTS SHALL BE ACCOMPANIED WITH SUFFICIENT
	INFORMATION AND ANALYSIS TO DEMONSTRATE COMPLIANCE WITH
	THESE PROVISIONS. FBC,M 513.2

	34. H1.01 THRU H1.05: PROVIDE SIZE OF CEILING ACCESS
	DOORS FOR HEAT PUMPS AND ACCU'S ABOVE HARD CEILINGS.
	SHOW COMPLIANCE WITH FBC,M 306.1.

	35. H1.06 HVAC ALTERNATE #1 NOTES: PLEASE CHOOSE A
	METHOD OF DUCT CONSTRUCTION AND SPECIFY PER FBC
	106.1.1. ALSO, FUTURE TENANT SUPPLY DUCT SHOULD EITHER
	BE INCLUDED IN THIS SCOPE OF WORK FOR REVIEW AS A
	REVISION OR SHOULD BE REMOVED FROM THIS PLAN AND BE
	SHOWN ON TENANT BUILD-OUT PLANS AT THE TIME OF
	APPLICATION.

	36. H1.06: THIS PLAN SHEET IS TITLED FOR 6TH FLOOR
	ONLY. THERE ARE INDICATIONS ON THIS SHEET OF WORK TO BE
	DONE ON OTHER FLOORS (7-14). THERE ARE SIGNIFICANT
	ARCHITECTURAL AND MECHANICAL DIFFERENCES ON THESE
	FLOORS. PLEASE PROVIDE SEPARATE PLANS FOR FLOORS WHEN
	THEY ARE NOT TYPICAL TO FACILITATE A COMPLETE REVIEW
	AND TO ALLOW FOR PROPER INSPECTION IN THE FUTURE. FBC
	106.1.1. THERE MAY BE ADDITIONAL COMMENTS ONCE THE
	PLANS FOR FLOORS 7-14 ARE SEPARATED FROM THIS SHEET.

	37. H1.06: FLEX RUNOUTS ARE LIMITED TO 3 FEET IN LENGTH
	ON H0.03 DETAIL. ALSO, THE VAV MANUFACTURER MAY HAVE
	LIMITS TO THE ALLOWABLE LENGTHS OF FLEX DUCT FOR MEDIUM
	PRESSURE SYSTEMS. PLEASE PROVIDE MANUFACTURER'S
	INSTRUCTIONS TO SHOW MAXIMUM ALLOWABLE LENGTH OF FLEX
	AND INCLUDE THAT INFORMATION IN THE VAV DETAIL ON
	H0.03.

	38. MECHANICAL RM 605: THIS ROOM IS A RETURN AIR
	PLENUM. RETURN AIR PLENUMS SHALL BE SEALED WITH AN
	APPROVED CONTINUOUS AIR BARRIER. AN OPEN FLOOR DRAIN
	CAN NOT BE LOCATED IN A RETURN AIR PLENUM. FBC CH
	13-410.1.ABC.3.7

	39. H1.06: WHAT TYPE OF COOKING OR HEATING APPLIANCES
	WILL BE IN CATERING RM 615? PLEASE VERIFY THAT THERE
	WILL BE NO APPLIANCES REQUIRING A HOOD IN ACCORDANCE
	WITH FBC,M 507.2.

	40. H1.06: EF-6 IS LOCATED IN A RETURN AIR PLENUM.
	EXHAUST DUCTS UNDER POSITIVE PRESSURE SHALL NOT BE
	LOCATED IN A PLENUM PER FBC,M 601.3.

	41. H1.06: CONFERENCE CENTER 613 IS RECEIVING 2500 CFM
	OF SUPPLY AIR. THERE IS ONE RETURN GRILL AND ONE
	TRANSFER DUCT. THE TRANSFER DUCT SIZING SCHEDULE ON
	H0.03 ONLY GIVES SIZES FOR TRANSFER DUCTS UP TO 1300
	CFM. PLEASE SHOW HOW BALANCED RETURN IS TO BE ACHIEVED
	IN THIS AREA PER FBC,M 601.4.

	42. H1.06: ALL WALLS AROUND ROOMS 613,614 AND 615 ARE
	SHOWN TO BE FIRE RATED TYPE 6A WALLS AS SHWON ON A2.06
	AND A0.31. PLEASE SHOW HOW DUCT PENETRATIONS ARE TO BE
	PROTECTED PER FBC,M 607.5.

	43. H1.15: PLEASE SEE REVIEW COMMENTS 35 AND 38 FOR
	CORRECTIONS NEEDED ON THIS PAGE.

	44. H1.16: PLEASE SEE REVIEW COMMENTS 35 AND 38 FOR
	CORRECTIONS NEEDED ON THIS PAGE.

	45. H1.15 AND H1.16: DRAWING NOTE #4 IS SHWON ON FLOOR
	PLAN BUT IS NOT EXPLAINED IN NOTES. PLEASE CORRECT. FBC
	106.1.1

	46. H1.17: OAF-1 DUCT AND HOISTWAY RELIEF LOUVERS ARE
	SHWON TO BE PENETRATING TWO-HOUR RATED WALLS. PLEASE
	SHOW OPENING PROTECTIVES PER FBC,M 607.5.

	47. H1.18: HOISTWAY VENT SHOWN PENETRATING TWO-HOUR
	RATED WALL. PLEASE SHOW OPENING PROTECTIVES PER FBC,M
	607.5.

	IF YOU HAVE ANY QUESTIONS ABOUT THIS REVIEW, PLEASE
	CONTACT:

	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	6	Status	P	Date	2007-02-27			Cont ID
Sent By	tgordon			Date	2007-02-27	Time	07:58	Rev Time	0.25
Received By	tgordon			Date	2007-02-27	Time	07:58	Sent To

Notes

2007-02-27 07:59:46

REVISION TO MECH. PLANS PAGE H0.03.

Review Stop	M			MECHANICAL (A/C)
Rev No	5	Status	P	Date	2006-12-11			Cont ID
Sent By	pkrauss			Date	2006-12-11	Time	09:31	Rev Time	0.00
Received By	pkrauss			Date	2006-12-11	Time	09:31	Sent To

Notes

2006-12-11 10:17:14	REVISION:

	SHEETS H0.02, H1.01 ARE APPROVED.THE RESPONSE LETTER
	SUBMITTED AHA CONSULTING ENGINEERS, INC. COMMENTS 1, 2,
	3, & 15 ARE ACCEPTABLE.

	PROVISO:
	PLEASE PROVIDE ADDTIONAL INFORMATION FOR THE
	FOLLOWING:
	H0.03 - DETAIL #26 CONDENSING UNIT MOUNTING DETAIL. THE
	DETAIL DOES NOT PROVIDE SPECIFIC INFORMATION FOR
	ANCHORING, IT ONLY PROVIDES A NOTE THAT THE UNIT LEGS
	ARE TO BE BOLTED TO CONCRETE PAD.PLEASE INDICATE BOLT
	SIZE.

	RESPONSE LETTER - COMMENT 6 WITH REGARDS TO THE
	CONDENSING UNITS LOCATED IN THE GARAGE AREA. RESPONSE
	INDICATES A MEMO FROM TRANE STATING THE INSTALLATION OF
	CONDENSING UNITS IN THE GARAGE IS ACCEPTABLE.THIS
	MEMO WAS NOT SUBMITTED TO THE CITY OF WEST PALM BEACH
	IN THE REVISION PACKAGE.

	RESPONSE LETTER COMMENT 7 & 8, CO SENSORS HAVE BEEN
	PROVIDED IN STORAGE AREAS THAT ARE TRANSFERING AIR FROM
	THE GARAGE FOR VENTILATION PURPOSES.THE GENERAL
	DRAWING NOTE ON SHEETS H1.02, H1.03, H1.05,IT STATES
	THE SENSORS ARE TO BE INSTALLED PER MANUFACTURER'S
	INSTRUCTION.PLEASE NOTE, CO SENSORS ARE TO BE SET TO
	ACTIVATE VENTILATION SYSTEM AT A MAXIMUM OF 25 PPM.

	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
	AT (561)805-6719 OR E-MAIL [email protected].

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	P	Date	2006-10-31			Cont ID
Sent By	pkrauss			Date	2006-10-31	Time	13:49	Rev Time	0.00
Received By	pkrauss			Date	2006-10-31	Time	13:48	Sent To

Notes

2006-10-31 14:00:46	PROVISO:
	THE FOLLOWING ITEMS ARE TO BE SUBMITTED AS REVISIONS

	RESPONSE TO COMMENT 1:PLAN SHEET H0.03 REVISED DETAIL
	25 FOR THE ACCU 1 & 2.

	PLEASE CLARIFYTHE CONCRETE SLABFOR THE CONDENSING
	UNIT ON THE ROOF TOP.PLEASE SPECIFY THE ROOF MATERIAL
	THIS SLAB WILL BE SETTING ON.IT APPEARS THESE UNITS
	ARE ACTUALLY INSTALLED IN THE GARAGE AREAS.


	RESPONSE TO COMMENT 2:PLANS SHEET H0.03 REVISED
	DETAIL 26.THE RESPONSE INDICATES THE CURB WILL BE 18"
	HIGH.

	ACCORDING TO THE DETAIL THE 18" DEMINSION IS THE
	CLEARANCE BETWEEN THE ROOF SURFACE AND THE BOTTOM OF
	THE ACCU.IS THESE CURBS "PATE CURBS"WILL THE
	FLASHING HAVE TO EXTEND UNDERNEATH THE ACCU?PLEASE
	NOTE, THE CLEARANCE BETWEEN THE ROOF SURFACE AND THE
	BOTTOM OF ACCU IS DETERMINED BY THE WIDTH OF THE UNIT
	IN ACCORDANCE WITH 2004 FBE 1509.7.


	RESPONSE TO COMMENT 3:PLAN SHEET H1.01 INDICATES THE
	TERMINATION OF CIF-6 IS 10 FT ABOVE GRADE.

	PLEASE NOTE, THE EXHAUST FROM THIS IS FROM THE LOADING
	DOCK FOR THE REMOVAL OF CARBON MONOXIDE.PER 2004 FMC
	401.5.1HAZAROUS OR NOXIOUS CONTAMINANT SHALL BE LOCATED
	A MINIMUM OF 10 FROM OPENINGS.PER 501.2 AIR REMOVED
	BY EVERY MECHANICAL EXHAUST SHALL DISCHARGE OUTDOORS AT
	A POINT WHERE IT WILL NOT CAUSE A NUISANCE.BY
	DEFINITION A NUISANCE IS CONSIDERED THAT WHICH IS
	DETRIMENTAL TO HEALTH, WHICH CARBON MONOXIDE IS.


	RESPONSE TO COMMENT 4 & 5 WERE ADDRESSED.

	COMMENT 6 WAS NOT ADDRESSED:PLAN SHEET H1.02, H1.03,
	& H1.05, PLEASE INDICATE IF THE CONDENSING UNITS ARE
	LOCATED IN SIDE THE GARAGE AREA.PLEASE PROVIDE
	INSTALLATION INSTRUCTIONS INDICATING THIS IS ACCEPTABLE
	TO THE MANUFACTURER.


	COMMENT 7 & 8 WERE NOT ADDRESSED:VENTILATION FOR THE
	STORAGE AREAS - PER OUR CONVERSATION, CO SENSORS ARE TO
	BE INSTALLED INTO NON-HABITABLE SPACES WHEN THE MAKE-UP
	AIR BEING PROVIDED IS ACHIEVED THROUGH THE GARAGE
	SPACE.

	COMMENT 9 THROUGH 14 WERE ADDRESSED.

	PLEASE NOTE, ADDITIONAL PERMIT REQUIRED FOR THE FUEL
	TANK, FUEL PIPING AND GENERATOR.PLANS FOR THE FUEL
	TANK NEED APPROVAL FROM DERM.PLANS MAY BE SUBMITTED
	TO:
	THE ATTENTION OF CHIP GREEN
	3323 BELVEDERE RD. BUILDING #502
	WEST PALM BEACH, FL

	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
	AT (561)805-6719 OR E-MAIL [email protected].

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	F	Date	2006-10-26			Cont ID
Sent By	pkrauss			Date	2006-10-26	Time	14:52	Rev Time	0.00
Received By	pkrauss			Date	2006-10-26	Time	14:52	Sent To

Notes

2006-10-26 15:23:41	THANK YOU FOR THE RESPONSE LETTER (SEPT 26,2006)
	ADDRESSING COMMENTS FROM THE MECHANICAL PLAN REVIEW.
	PLEASE NOTE, FURTHER CLARIFICATION IS REQUIRED FOR THE
	FOLLOWING ITMES:

	RESPONSE TO COMMENT 1:PLAN SHEET H0.03 REVISED DETAIL
	25 FOR THE ACCU 1 & 2.

	PLEASE CLARIFYTHE CONCRETE SLABFOR THE CONDENSING
	UNIT ON THE ROOF TOP.PLEASE SPECIFY THE ROOF MATERIAL
	THIS SLAB WILL BE SETTING ON.IT APPEARS THESE UNITS
	ARE ACTUALLY INSTALLED IN THE GARAGE AREAS.


	RESPONSE TO COMMENT 2:PLANS SHEET H0.03 REVISED
	DETAIL 26.THE RESPONSE INDICATES THE CURB WILL BE 18"
	HIGH.

	ACCORDING TO THE DETAIL THE 18" DEMINSION IS THE
	CLEARANCE BETWEEN THE ROOF SURFACE AND THE BOTTOM OF
	THE ACCU.IS THESE CURBS "PATE CURBS"WILL THE
	FLASHING HAVE TO EXTEND UNDERNEATH THE ACCU?PLEASE
	NOTE, THE CLEARANCE BETWEEN THE ROOF SURFACE AND THE
	BOTTOM OF ACCU IS DETERMINED BY THE WIDTH OF THE UNIT
	IN ACCORDANCE WITH 2004 FBE 1509.7.


	RESPONSE TO COMMENT 3:PLAN SHEET H1.01 INDICATES THE
	TERMINATION OF CIF-6 IS 10 FT ABOVE GRADE.

	PLEASE NOTE, THE EXHAUST FROM THIS IS FROM THE LOADING
	DOCK FOR THE REMOVAL OF CARBON MONOXIDE.PER 2004 FMC
	401.5.1HAZAROUS OR NOXIOUS CONTAMINANT SHALL BE LOCATED
	A MINIMUM OF 10 FROM OPENINGS.PER 501.2 AIR REMOVED
	BY EVERY MECHANICAL EXHAUST SHALL DISCHARGE OUTDOORS AT
	A POINT WHERE IT WILL NOT CAUSE A NUISANCE.BY
	DEFINITION A NUISANCE IS CONSIDERED THAT WHICH IS
	DETRIMENTAL TO HEALTH, WHICH CARBON MONOXIDE IS.


	RESPONSE TO COMMENT 4 & 5 WERE ADDRESSED.

	COMMENT 6 WAS NOT ADDRESSED:PLAN SHEET H1.02, H1.03,
	& H1.05, PLEASE INDICATE IF THE CONDENSING UNITS ARE
	LOCATED IN SIDE THE GARAGE AREA.PLEASE PROVIDE
	INSTALLATION INSTRUCTIONS INDICATING THIS IS ACCEPTABLE
	TO THE MANUFACTURER.


	COMMENT 7 & 8 WERE NOT ADDRESSED:VENTILATION FOR THE
	STORAGE AREAS - PER OUR CONVERSATION, CO SENSORS ARE TO
	BE INSTALLED INTO NON-HABITABLE SPACES WHEN THE MAKE-UP
	AIR BEING PROVIDED IS ACHIEVED THROUGH THE GARAGE
	SPACE.

	COMMENT 9 THROUGH 14 WERE ADDRESSED.



	NEW COMMENTS:
	PLEASE NOTE, SMOKE, FIRE AND OR COMBINATION DAMPERS MAY
	BE REQUIRED IN THE FUTURE TENANT BUILDOUT DEPENING ON
	THE OCCUPANCIES.


	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
	AT (561)805-6719 OR E-MAIL [email protected].

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2006-09-21			Cont ID
Sent By	pkrauss			Date	2006-09-21	Time	10:02	Rev Time	0.00
Received By	pkrauss			Date	2006-09-20	Time	13:39	Sent To

Notes

2006-09-25 00:00:00	***** PLEASE KNOW AS OF 9/25/06
	MECHANICAL REVIEW NOTES NOT COMPLETE,
	PLANS MAY BE PICKED , HOWEVER PLEASE BE
	AWARE NOTES FOR MECHANICAL MAY FOLLOW.
2006-09-21 00:00:00	DENIED:
	1.PLAN SHEET H0.03 DETAIL 26 - ROOFTOP
	MOUNTING DETAIL FOR THE CONDENSING UNIT
	DOES NOT COMPLY WITH 2004 FBC 1509.7.

	2.PLAN SHEET H0.03 DETAIL 30 - CURB
	DETAIL DOES NOT SPECIFY HEIGHT OF THE
	CURB.PER 2004 FBC 1509.7, RAISED CURBS
	SHALL BE A MINIMUM OF 8" ABOVE THE ROOF
	SURFACE.

	3.H1.01 EXHAUST TERMINATION FROM CIF-6
	IS 5' X 3' LOUVER OVER A DOOR.PER 2004
	FMC 401.5.2 EXHAUST AIR SHALL BE LOCATED
	AS NOT TO CREATE A NUISANCE, AIR SHALL
	NOT BE DIRECTED ONTO WALKWAYS.

	4.PLAN SHEET H1.02, CO SENSORS ARE
	INDICATED, PLAN DOES NOT SPECIFY AT WHAT
	PARTS PER MILLION (PPM).PER 2004 FMC
	404.1, A MAXIMUM OF 25 PPM IS THE
	REQUIREMENT FOR THE ACTIVATION OF THE
	FANS.

	5.PLAN SHEET H1.02 PF-1 & 2 GARAGE
	EXHAUST, PLEASE CLARIFY AIR MAKE-UP FOR
	EACH FLOOR.PLEASE PROVIDE
	CALCULATIONS.CO SENSORS SHALL BE TIED
	TO THE EMERGENCY POWER.

	6.PLAN SHEET H1.02 PLEASE INDICATE IF
	THE CONDENSING UNITS ARE LOCATED INSIDE
	OR OUTDOORS.

	7.PLAN SHEET H1.03 CIF-3 EXHAUST FAN
	FROM STORAGE ROOM 304 TERMINATES INTO
	THE GARAGE INSTEAD OF THE OUTDOORS AS
	REQUIRED BY 2004 FMC 501.2

	8.PLAN SHEET H1.03, H1.05PLEASE
	CLARIFY STORAGE (RMS 302,402,502)
	MAKE-UP AIR FROM THE GARAGE AREA &
	EXHAUST TERMINATES INTO THE GARAGE AREA
	ALSO.

	9.PLAN SHEET H1.06 RM 614 INDICATES A
	6"X6" SUPPLY DUCT PENETRATING THE 1 HR
	PARTITION.PLEASE NOTE, DUCT SHALL
	COMPLY WITH THE EXCEPTIONS IN FMC
	607.5.3 OF THE 2004 CODE OR INSTALL A
	FIRE DAMPER.PLEASE CLARIFY.

	9.PLAN SHEET H1.17 INDICATES 4 FT
	STEEL DUNNAGE, PLEASE PROVIDE DETAIL OF
	THE SUPPORT ANCHORING TO THE ROOF,
	CLEARANCE BETWEEN THE ROOF SURFACE AND
	SUPORT RAIL, AND THE ACHORING OF SPRING
	ISOLATORS TO THE STEEL.

	11. PLAN SHEET H1.18 & DETAIL 26 ON PLAN
	SHEET H0.03.SUPPORTS FOR ACCU1
	& ACCU2 ON SLEEPERS.PER 2004 FBC
	1509.7ROOF MOUNTED EQUIPMENT WHERE
	ROOFING MATERIALS ARE UNDERNEATH THE
	EQUIPMENT A ROOF STAND IS REQUIRED IN
	ACCORDANCE WITH TABLE 1509.PLEASE SHOW
	THE ANCHORING DETAILS.

	12. PLEASE PROVIDE SUBMITTALS FOR
	EQUIPMENT.

	13. PROVIDE INFORMATION ABOUT THE
	EMERGENCY GENERATOR.PLEASE INDICATE
	FUEL TYPE & STORAGE.PROVIDE
	VENTILATION INFORMATION SHOULD THE
	GENERATOR BE LOCATED INSIDE THE
	BUILDING.

	14. PLANS ARE TO BE SIGNED, SEALED, AND
	DATED BY THE ENGINEER IN ACCORDANCE WITH
	FS 471.025 & FAC 61G15-23.002.

	IF YOU HAVE ANY QUESTIONS, PLEASE
	CONTACT PATTY KRAUSS AT (561)805-6719 OR
	EMAIL [email protected].

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	N	Date	2006-06-15			Cont ID
Sent By	dpalmer			Date	2006-06-15	Time	12:03	Rev Time
Received By	dpalmer			Date		Time		Sent To

Notes

2006-06-15 00:00:00	****** NOTE ********

	AS DIRECTED BY NEIL MELICK BUILDING
	OFFICAL: MS. LYNN HARRIS REPRESENTING
	CITY PLACE OFFICE LLC HAS REQUESTED
	PLANS TO BE REMOVED FROM THEPLAN
	REVIEW PROCESS.
	WHEN PLANS COME BACK IN FOR REVIEW, IT
	WILL BE 1ST RESUB NO FEE. DV PALMER.

Review Stop	P			PLUMBING
Rev No	28	Status	P	Date	2008-05-15			Cont ID
Sent By	kstevens			Date	2008-05-15	Time	09:15	Rev Time	0.00
Received By	kstevens			Date	2008-05-15	Time	09:15	Sent To

Notes

2008-05-15 09:51:58	REVISIONS OK--SHTS P0.4A (NEW) - P1.09 - P1.10 -
	P1.11

Review Stop	P		PLUMBING
Rev No	27	Status	Date		Cont ID
Sent By			Date	Time	Rev Time	0.00
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	26	Status	P	Date	2008-05-02			Cont ID
Sent By	kstevens			Date	2008-05-02	Time	10:40	Rev Time	0.00
Received By	kstevens			Date	2008-04-30	Time	14:52	Sent To

Notes

2008-05-02 10:42:13	SUBMITTALS OK --THROUGH PENETRATION FIRESTOP SYSTEMS
	C-AJ-1427, C-AJ-2214, W-J-2110 & C-AJ-3164

Review Stop	P			PLUMBING
Rev No	25	Status	P	Date	2008-04-23			Cont ID
Sent By	kstevens			Date	2008-04-23	Time	13:02	Rev Time	0.00
Received By	kstevens			Date	2008-04-23	Time	13:02	Sent To

Notes

2008-04-23 14:03:13	REVISIONS APPROVED--SHTS P1.01 & P1.02.--SHT
	P1.02 NOTE FROM MARCH 17, 2008 REVISION AS FOLLOWS(
	REVISIONS REQUIRED FOR ALL CONDENSATE, STORM, SANITARY
	RISERS TO REFLECT THE CHANGES SHOWN ON ALL APPLICABLE
	SHEETS). NOT ADDRESSED.

Review Stop	P			PLUMBING
Rev No	24	Status	F	Date	2008-04-23			Cont ID
Sent By	kstevens			Date	2008-04-23	Time	12:41	Rev Time	0.00
Received By	kstevens			Date	2008-04-23	Time	12:41	Sent To

Notes

2008-04-23 12:44:16	REVISION DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. SHT P0.4A REV. #38 NOT APPROVED AS IT DOES NOT
	REFLECT THE REVISION #38 SUBMITTTED FOR THE FLOOR PLAN
	SHT P1.11.

	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	23	Status	P	Date	2008-04-23			Cont ID
Sent By	kstevens			Date	2008-04-23	Time	12:40	Rev Time	0.00
Received By	kstevens			Date	2008-04-23	Time	12:40	Sent To

Notes

2008-04-23 12:41:21

REVISION OK --SHT P1.11

Review Stop	P			PLUMBING
Rev No	22	Status	P	Date	2008-04-12			Cont ID
Sent By	kstevens			Date	2008-04-12	Time	09:33	Rev Time	0.00
Received By	kstevens			Date	2008-04-12	Time	09:33	Sent To

Notes

2008-04-12 09:33:58

REVISION OK--SHTS L-4 & L-5 IRRIGATION.

Review Stop	P			PLUMBING
Rev No	21	Status	F	Date	2008-03-25			Cont ID
Sent By	kstevens			Date	2008-03-25	Time	16:05	Rev Time	0.00
Received By	kstevens			Date	2008-03-25	Time	16:05	Sent To

Notes

2008-03-25 16:35:30	REVISION DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES.

	1. IRRIGATION SHEETS SUBMITTED FOR REVISIONS ARE SHTS
	L-4 & L-5. IRRIGATION SHEETS REVIEWED AND ON RECORD ARE
	SHTS L-3 & L-4. PLEASE CLARIFY. SECTION 106.1.2.

	2. SHTS L-4 & L-5. THE SIGNATURE OF THE LANDSCAPE
	ARCHITECT DOES NOT REFLECT THE SIGNATURE OF THE THE
	PLANS ON FILE. PLEASE SUBMIT A SIGNED, SEALED NOTORIZED
	LETTER INDICATING THE LEGAL SIGNATURE OF THE DESIGN
	PROFESSIONAL. ONE SET OF IRRIGATION REVISIONS HAS BEEN
	RETAINED BY THIS OFFICE. FAC 61G1-16.003,
	61G1-16.004(6) & FAC 481.306.

	3. SHTS L-4 & L-5 THE PREVIOUS REVISIONS INDICATED ON
	THE REVIEWED SET OF PLAN WERE NUMBERS 1, 2 & 4.
	REVISION NUMBERS SUBMITTED THIS REVISION ARE 5, 6, 12,
	22, 33 & 37, NONE OF THE REVISIONS WERE CLOUDED, OR
	NUMBERED FOR REVIEW. PLEASE INDICATE THE LOCATION OF
	EACHREVISION SUBMITTED WITH A CLOUD AND SHOW THE
	REVISION NUMBER FOR EACH REVISION SUBMITTED. 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	20	Status	F	Date	2008-03-18			Cont ID
Sent By	kstevens			Date	2008-03-18	Time	08:22	Rev Time	0.00
Received By	kstevens			Date	2008-03-18	Time	08:22	Sent To

Notes

2008-03-18 08:23:54	DENIED
	REFERENCE: FBC-2004 PLUMBING

	1. SHT P1.01 A VENT IS REQUIRED FOR THE FLOOR DRAIN.
	SECTION 901.2.1 & TABLE 906.1.

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
	WITH A DESCRIPTION OF THE REVISION MADE,
	IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
	ALL VOID SHEETS FROM ALL PLANS AND PLACE
	ONE SET OF THEM LOOSELY ON TOP OF THE
	COLLATED PLANS TO BE REVIEWED.
	THANK YOU FOR YOUR ANTICIPATED COOPERATION.

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

Review Stop	P			PLUMBING
Rev No	19	Status	P	Date	2008-03-18			Cont ID
Sent By	kstevens			Date	2008-03-18	Time	08:18	Rev Time	0.00
Received By	kstevens			Date	2008-03-17	Time	15:45	Sent To

Notes

2008-03-18 08:21:52	REVISIONS APPROVED--SHTS PU1.01, P1.02, P1,05,
	P1.06, P1.08, P1.15, P1.16, P1.17.--REVISIONS
	REQUIRED FOR ALL CONDENSATE, STORM, SANITARY RISERS TO
	REFLECT THE CHANGES SHOWN ON ALL APPLICABLE SHEETS.--
	REVISION 32 FOUND ON SHTS P1.08, P1.16 & P1.17 NOT
	FOUND, NOT APPROVED.

Review Stop	P			PLUMBING
Rev No	18	Status	F	Date	2008-02-12			Cont ID
Sent By	kstevens			Date	2008-02-12	Time	10:24	Rev Time	0.00
Received By	kstevens			Date	2008-02-12	Time	10:24	Sent To

Notes

2008-02-12 10:30:52	REVISION DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. NEW SHT P0.4A RISER DIAGRAM DOES NOT REFLECT THE
	FLOOR PLAN. RISER 3" DN AT COLUMN LINE K-3 NOT SHOWN,
	RISER 3" DN NEAR COLUMN LINE K1-L/2-3 NOT SHOWN, RISER
	3" DN AT COLUMN LINE L-8 NOT SHOWN & 4" DN NEAR COLUMN
	LINE K1-4/7-8 NOT SHOWN. ISOMETRIC FOR THE 12TH FLOOR
	ALSO SHOWS THE 14TH FLOOR. PLEASE CLARIFY. SEE COMMENT
	NUMBER 3 FROM PREVIOUS REVISION REVIEW DATED 12/17/07.

	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	17	Status	P	Date	2008-02-12			Cont ID
Sent By	kstevens			Date	2008-02-12	Time	10:23	Rev Time	0.00
Received By	kstevens			Date	2008-02-12	Time	10:23	Sent To

Notes

2008-02-12 10:24:41

REVISION OK--NEW SHEET P1.11

Review Stop	P			PLUMBING
Rev No	16	Status	N	Date	2007-12-17			Cont ID
Sent By	dpalmer			Date	2008-01-03	Time	10:14	Rev Time	0.00
Received By	kstevens			Date	2007-12-17	Time	17:29	Sent To	B1

Notes

2007-12-17 17:29:56

SUBMITTAL FOR WATER WALL OK

Review Stop	P			PLUMBING
Rev No	15	Status	F	Date	2007-12-17			Cont ID
Sent By	kstevens			Date	2007-12-17	Time	14:44	Rev Time	0.00
Received By	kstevens			Date	2007-12-17	Time	14:44	Sent To

Notes

2007-12-17 17:18:30	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. SHT P1.08 SANITARY PIPING ON THE REVISION IS UNCLEAR
	AS TO ITS INTENT. SOME AREAS STATE "EXISTING PHASE 1 4"
	SANITARY THAT IS NOT SHOWN ON PREVIOUS SHEETS. THERE IS
	PIPING THAT IS INDICATED AS RUNNING IN THE 11TH FLOOR
	CEILING BUT IS INDICATED AS "3IN WASTE DN (FD)AT
	TENANT'S 12 FLOOR. IF PIPING IS IN THE 11TH FLOOR,
	WOULDNT IT BE UP TO THE 12TH FLOOR? SOME RISERS NOT
	IDENTIFIED OR PIPE SIZES NOT SHOWN. NOTES INDICATE 4"
	DOWN TO TENANT'S 10TH FLOOR CEILINGAND PLUG FOR
	FUTURE EXTENTION. THESE LINES SHALL CONNECT TO THE
	SANITARY RISER AT THE TIME OF PIPE INSTALLATION.AREA
	AT JUNCTION OF COL K/4 SHOWS A THREE INCH LINE THAT IS
	INDICATED AS 3" W CAPPED FOR FUTURE,SHOWS A CAP THEN
	EXTENDS ON 1-1/2" STRAIGHT AND 3" OFF TO THE LEFT. ONE
	LINE SHOWS A NOTE 4"S DOWN, PLUG 6" ABOVE TENANT'S 12TH
	FLOOR. IF PIPING IS ON THE 11TH FLOOR THAN IT SHOULD BE
	SHOWN AS 4"S "UP" NOT DOWN. PLEASE CLARIFY.SECTION
	106.1.1.

	2.THIS REVISION IS ONLY SHOWN ON THE 11TH FLOOR, AND
	AS SUCH ONLY THE 11TH FLOOR SHALL BE REVISIED. PLEASE
	SUBMIT A REVISION FOR THE 11TH FLOOR ONLY ON A NEW
	SHEET, (MAYBE P1.08B). THAT WILL CLEAR UP ALL CONFUSION
	THAT HAVING INFORMATION FOR FOUR OTHER FLOORS THAT IS
	SHOWN ON SHT P1.08. SECTION 106.1.1.

	3. SUBMIT A SANITARY RISER DIAGRAM THAT REFLECT THE
	CHANGES ON THE 11TH FLOOR. THIS SHALL SHOW THE
	CONNECTION ON THE 10TH FLOOR AND THE FUTURE PIPING UP
	THRU THE 12TH FLOOR AS WELL. SECTION 106.3.5.1.3.

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

Review Stop	P			PLUMBING
Rev No	14	Status	P	Date	2007-12-06			Cont ID
Sent By	kstevens			Date	2007-12-06	Time	18:48	Rev Time	0.00
Received By	kstevens			Date	2007-12-06	Time	18:48	Sent To

Notes

2007-12-06 18:49:12

REVISIONS OK - SHTS P0.2, P1.01 & P1.17

Review Stop	P			PLUMBING
Rev No	13	Status	P	Date	2007-12-06			Cont ID
Sent By	kstevens			Date	2007-12-06	Time	18:48	Rev Time	0.00
Received By	kstevens			Date	2007-12-06	Time	18:47	Sent To

Notes

2007-12-06 18:50:14

REVISIONS OK - SHTS P1.06, P1.07, P1.08 & P1.09

Review Stop	P			PLUMBING
Rev No	12	Status	P	Date	2007-09-10			Cont ID
Sent By	kstevens			Date	2007-09-10	Time	10:22	Rev Time	0.00
Received By	kstevens			Date	2007-09-10	Time	10:22	Sent To

Notes

2007-09-10 10:24:37	REVISIONS OK - SHTS P0.4, P1.01, P1.02, P1.03, P1.04,
	P1.05, P1.06, P1.15, P1.16. REVISION #16

Review Stop	P			PLUMBING
Rev No	11	Status	F	Date	2007-09-10			Cont ID
Sent By	kstevens			Date	2007-09-10	Time	10:13	Rev Time	0.00
Received By	kstevens			Date	2007-09-10	Time	10:13	Sent To

Notes

2007-09-10 10:21:25	REVISIONS DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. SHT P1.01 RWL NOTE BY COL. LINE 1/F.9 INDICATES 3"
	RWL UP TO CANOPY DRAIN & 3" COND. DOWN. PLEASE CLARIFY
	AS CONDENSATE SHALL DRAIN OUT OF THE BUILDING
	SEPARATELY FROM THE STORM WATER. SECTION 106.1.1.

	2. SHT P1.01 4" DRAIN NEAR COL. LINE 5/H IS NOT
	INDICATED WITH A CLOUD, NOR DOES IT HAVE A REVISION
	NUMBER. ALSO THIS DRAIN LINE IS NOT INDICATED ON THE
	UNDERGROUND PIPING. PLEASE INDICATE WHERE THIS NEW
	DRAIN LINE CONNECTS TO THE UNDERGROUND BUILDING DRAIN
	LINE. SECTION 106.1.2. PLEASE CLOUD AND NUMBER ALL
	REVISIONS.

	3. SHT P1.17 NOTE INDICATES A FLOOR DRAIN FOR INDIRECT
	WASTE. FLOOR DRAINS ARE NOT APPROVED INDIRECT WASTE
	RECEPTORS. A FLOOR SINK WILL BE REQUIRED PER SECTION
	802.3. PLEASE CHANGE NOTE.

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

Review Stop	P			PLUMBING
Rev No	10	Status	P	Date	2007-08-23			Cont ID
Sent By	kstevens			Date	2007-08-23	Time	18:15	Rev Time	0.00
Received By	kstevens			Date	2007-08-23	Time	18:15	Sent To

Notes

2007-08-23 18:16:00

	REVISION OK - IRRIGATION SHEETS L-4 & L-5

	P E R M I TR E Q U I R E D

Review Stop	P			PLUMBING
Rev No	9	Status	P	Date	2007-06-08			Cont ID
Sent By	pschmitz			Date	2007-06-08	Time	11:45	Rev Time	0.00
Received By	pschmitz			Date	2007-06-08	Time	11:41	Sent To

Notes

2007-06-08 11:43:42	PROVISO
	CONTACTED MR DAVID ALLEN
	DELETED REFERENCE TO SCREEN AND CLAMP ON RELIEF VENT
	TYPICAL.

Review Stop	P			PLUMBING
Rev No	8	Status	F	Date	2007-05-07			Cont ID
Sent By	pschmitz			Date	2007-05-07	Time	15:32	Rev Time	0.00
Received By	pschmitz			Date	2007-05-07	Time	15:32	Sent To

Notes

2007-05-07 15:33:27	5-7-07PES REVISIONS REVIEWIN PROGRESS.

	PAUL SCHMITZ
	FBC2001 FUEL GAS CODEPLAN REVIEW

	FBC 2001 PLUMBING CODEPLAN REVIEW
	FBC 2001 FL ACESSIBILITY CODE PLAN
	REVIEW

	REVISION DATED 5-2-07 DENIED

	1)ALL PLUMBING COMMENTS DENIED, EXCEPT REFERENCE TO
	DOMESTIC WATER RISER, HYDRA-RESTER ( SHOCK ABSORBER)
	SHT PO.3

	2) MEET WITH MR DAVID ALLEN, PE.
	PLANS TO REFELECT A SEPERATE CONDENSATE DRAINAGE
	SYSTEM.
	TERMINATING OUT SIDE THE BUILDING, CONNECTINGTO THE
	STORM WATER DRAIN, WITH A RELIEF 6" ABOVE GRADE.

	END OF COMMENTS, QUESTIOINS 561-805-6692

Review Stop	P			PLUMBING
Rev No	7	Status	F	Date	2007-03-24			Cont ID
Sent By	pschmitz			Date	2007-03-24	Time	14:12	Rev Time	0.00
Received By	pschmitz			Date	2007-03-24	Time	06:38	Sent To

Notes

2007-03-24 14:11:42	PAUL SCHMITZ
	[email protected] FBC 2004 PLUMBING
	CODE PLAN REVIEW
	FBC2004 FUEL GAS CODEPLAN REVIEW
	FBC 2004 CH 11, FL ACESSIBILITY CODE
	AMENDMENTS TO THE FLORIDA BUILDING CODE

	CHAPT.1, ADMINISTRATION, 2004 EDITION


	REVISION DENIED

	1) SHTS L-3, L-4IRRIGATION: NOT INCLUDED WITH THIS
	SET OF PLANS.

	2) CIVIL PLANS, SHTS I, THROUGH 14 SHOW LOCATION OF
	STORM DRAIN TIE IN.

	CONTINUE NOTES 3-26-07.DECIDED TO COME IN 3-25-07 TO
	COMPLETE REVIEW NOTES.

	3) SHT H2.01 FLOW DIAGRAM, REFERENCE TO COLD WATER FILL
	NO BACK FLOW PREVENTER.

	4) SHT P0.1, DETAIL EWH-1,2 EXPANSION TANK ON COLD
	WATER, "QUESTION IF THIS SHOULD BE ON THE HOT WATER
	LINE"

	5) SHT P0.3(1) WATER RISER : HYDRA-RESTER, SIOUX
	CHIEF, PROVIDE MFG TABLE FOR SIZE AND LOCATION AND WERE
	REQUIRED.
	604.9 WATER HAMMER.
	THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM
	SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER
	HAMMER. A WATER-HAMMER ARRESTOR SHALL BE INSTALLED
	WHERE QUICK-CLOSING VALVES ARE UTILIZED. WATER-HAMMER
	ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
	MANUFACTURER?S SPECIFICATIONS. WATER-HAMMER ARRESTORS
	SHALL CONFORM TO ASSE 1010.

	6 A)SHT P0.1 AND PUI.01 PROVIDE CALCULATIONS FOR THE
	SIZE OFOIL,SAND INTERCEPTOR.
	B)PROVIDE CALCULATIONS FOR THE SIZING OF THE GW
	SYSTEM,
	C) LOCATIION OF TD'C AND TD'B

	7) SHT P0.02 CAR WASH: SHOW LOCATION OF THE DRAIN AND
	CONNECTION TO OIL SEPERATOR.
	1003.4 OIL SEPARATORS REQUIRED.
	AT REPAIR GARAGES, CARWASHING FACILITIES WITH ENGINE OR
	UNDERCARRIAGE CLEANING CAPABILITY AND AT FACTORIES
	WHERE OILY AND FLAMMABLE LIQUID WASTES ARE PRODUCED,
	SEPARATORS SHALL BE INSTALLED INTO WHICH ALL
	OIL-BEARING, GREASE-BEARING OR FLAMMABLE WASTES SHALL
	BE DISCHARGED BEFORE EMPTYING IN THE BUILDING DRAINAGE
	SYSTEM OR OTHER POINT OF DISPOSAL.
	1003.4.1 SEPARATION OF LIQUIDS.
	A MIXTURE OF TREATED OR UNTREATED LIGHT AND HEAVY
	LIQUIDS WITH VARIOUS SPECIFIC GRAVITIES SHALL BE
	SEPARATED IN AN APPROVED RECEPTACLE.
	1003.4.2 OIL SEPARATOR DESIGN.
	OIL SEPARATORS SHALL BE DESIGNED IN ACCORDANCE WITH
	SECTIONS 1003.4.2.1 AND 1003.4.2.2.
	1003.4.2.1 GENERAL DESIGN REQUIREMENTS.
	OIL SEPARATORS SHALL HAVE A DEPTH OF NOT LESS THAN 2
	FEET (610 MM) BELOW THE INVERT OF THE DISCHARGE DRAIN.
	THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS
	THAN AN 18-INCH (457 MM) WATER SEAL.

	8) SHT P0.3 DRAIN WASTE & VENT ISOMETRIC, DOES NOT SHOW
	THE TIE IN OF THE UGW SYSTEM,TO SANITARY SYSTEM.

	9) SHT P0.4 LOWER SANITARY WASTE & VENT RISER DIAGRAM:
	INDIRECT WASTE CONNECTION FROM AHU, SEE SHT H0.03
	DETAIL (24)
	NOT APPROVED TO SANITARY SYSTEM, SEPERATE SYSTEM
	REQUIRED.TERMINATE TO STORM, OUT SIDE OF THE
	BUILDING. DRY WELL OR PLANTER.

	10) SHTS P1.05, P1.15, P1.16, P1.17PRIMARY ROOF
	DRAINS: PROVIDE THE CALCIULATIONS FOR THS SIZING OF THE
	ROOF DRAINAGE SYSTEM, BASED ON THE FOLLOWING CODE
	SECTIONS
	1101.7 ROOF DESIGN.
	ROOFS SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH
	OF WATER THAT WILL POND THEREON AS DETERMINED BY THE
	RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
	SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION
	WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING
	THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF
	DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED.
	SEE TA\BLES 1106.2 AND 1106.3
	1106.4 VERTICAL WALLS.
	IN SIZING ROOF DRAINS AND STORM DRAINAGE PIPING,
	ONE-HALF OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS
	RAINWATER TO THE ROOF SHALL BE ADDED TO THE PROJECTED
	ROOF AREA FOR INCLUSION IN CALCULATING THE REQUIRED
	SIZE OF VERTICAL CONDUCTORS, LEADERS AND HORIZONTAL
	STORM DRAINAGE PIPING.
	1106.5 PARAPET WALL SCUPPER LOCATION.

	11) SHTS P1.05, P1.15, P1.16, P1.17 SECONDARY DRAINS:
	PROVIDE THE CALCIULATIONS FOR THS SIZING OF THE
	SECONDARY ROOF DRAINAGE SYSTEM, BASED ON THE FOLLOWING
	CODE SECTIONS.
	1106.4 VERTICAL WALLS.
	IN SIZING ROOF DRAINS AND STORM DRAINAGE PIPING,
	ONE-HALF OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS
	RAINWATER TO THE ROOF SHALL BE ADDED TO THE PROJECTED
	ROOF AREA FOR INCLUSION IN CALCULATING THE REQUIRED
	SIZE OF VERTICAL CONDUCTORS, LEADERS AND HORIZONTAL
	STORM DRAINAGE PIPING.
	1106.5 PARAPET WALL SCUPPER LOCATION.
	SECTION 1107
	SECONDARY (EMERGENCY) ROOF DRAINS
	1107.1 SECONDARY DRAINAGE REQUIRED.
	SECONDARY (EMERGENCY) ROOF DRAINS OR SCUPPERS SHALL BE
	PROVIDED WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS
	ABOVE THE ROOF IN SUCH A MANNER THAT WATER WILL BE
	ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY
	REASON.
	1107.2 SEPARATE SYSTEMS REQUIRED.
	SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT
	OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.
	DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION WHICH
	WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR
	MAINTENANCE PERSONNEL.
	1107.3 SIZING OF SECONDARY DRAINS.
	SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED
	IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL
	RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES
	1106.2, 1106.3 AND 1106.6. SCUPPERS SHALL BE SIZED TO
	PREVENT THE DEPTH OF PONDING WATER FROM EXCEEDING THAT
	FOR WHICH THE ROOF WAS DESIGNED AS DETERMINED BY
	SECTION 1101.7. SCUPPERS SHALL NOT HAVE AN OPENING
	DIMENSION OF LESS THAN 4 INCHES (102 MM). THE FLOW
	THROUGH THE PRIMARY SYSTEM SHALL NOT BE CONSIDERED WHEN
	SIZING THE SECONDARY ROOF DRAIN SYSTEM.

	END OF COMMENTS, QUESTIONS 561-805-6692

Review Stop	P			PLUMBING
Rev No	6	Status	N	Date	2007-03-17			Cont ID
Sent By	pschmitz			Date	2007-03-17	Time	10:40	Rev Time	0.00
Received By	pschmitz			Date	2007-03-17	Time	09:33	Sent To

Notes

2007-03-17 10:46:58

E- MAILED R BROWN AS TO WHY THERE IS A HOLD.

Review Stop	P			PLUMBING
Rev No	5	Status	P	Date	2007-03-17			Cont ID
Sent By	pschmitz			Date	2007-02-24	Time	09:32	Rev Time	0.00
Received By	pschmitz			Date	2007-02-24	Time	11:07	Sent To

Notes

2007-02-24 11:09:12

SHT. PU1.01 FILED WITH OFFICE COPY

Review Stop	P			PLUMBING
Rev No	4	Status	F	Date	2006-12-09			Cont ID
Sent By	pschmitz			Date	2006-12-09	Time	13:59	Rev Time	0.00
Received By	pschmitz			Date	2006-12-09	Time	13:46	Sent To

Notes

2006-12-09 13:53:52
	PAUL SCHMITZ [email protected]
	FBC 2004 PLUMBING CODE PLAN REVIEW
	FBC2004 FUEL GAS CODEPLAN REVIEW
	FBC 2004 CH 11, FL ACESSIBILITY CODE
	AMENDMENTS TO THE FLORIDA BUILDING CODE
	CHAPT.1, ADMINISTRATION, 2004 EDITION

	(1)REVISION SHT PO.2APPROVED

	(2) REVISIONSHT PU1.01 DENIED
	SHT PU1.01NUMBE THEDART, CLOUD REVISION.

	END OF COMMENTS, QUESTIONS 561-805-6692

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2006-10-21			Cont ID
Sent By	pschmitz			Date	2006-10-21	Time	09:41	Rev Time	0.00
Received By	pschmitz			Date	2006-10-21	Time	09:41	Sent To

Notes

2006-10-21 11:43:43

RE-SUB

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2006-07-30			Cont ID
Sent By	pschmitz			Date	2006-07-30	Time	15:19	Rev Time	0.00
Received By	pschmitz			Date	2006-07-30	Time	15:19	Sent To

Notes

2006-07-30 00:00:00	PAUL SCHMITZ
	[email protected]
	FBC 2004 PLUMBING CODE PLAN REVIEW
	FBC2004 FUEL GAS CODEPLAN REVIEW
	FBC 2004 CH 11, FL ACESSIBILITY CODE
	AMENDMENTS TO THE FLORIDA BUILDING CODE
	CHAPT.1, ADMINISTRATION, 2004 EDITION

	UNSAT

	1)PLEASE SEE ELECTRICAL PLAN REVIEW
	COMMENTS, WITH RESPECT TO DESIGN
	PROFESSIONAL, SIGNED AND SEALED PLANS
	AND MISSING LICENSE INFORMATION.
	2) PLEASE SEE ANY POSSIBLE COMMENTS FROM
	OTHER TRADES WHICH MAY AFFECT PLUMBING
	PLANS.

	3) SHT L-5 IRRIGATION NOTES REFERENCE TO
	PVB. SEC. 608 PROTECTION OF WATER SUPPLY
	AND TABLE 608.1 RPBFP IS REQUIRED FOR
	THIS DEGREE OF HAZARD WITH BACK PSI.

	4)SHT A1.06 SECTION 403
	MINIMUM PLUMBING FACILITIES
	403.1 MINIMUM NUMBER OF FIXTURES.
	PLUMBING FIXTURES SHALL BE PROVIDED FOR
	THE TYPE OF OCCUPANCY AND IN THE MINIMUM
	NUMBER SHOWN IN TABLE 403.1. TYPES OF
	OCCUPANCIES NOT SHOWN IN TABLE 403.1
	SHALL BE CONSIDERED INDIVIDUALLY BY THE
	CODE OFFICIAL. THE NUMBER OF OCCUPANTS
	SHALL BE DETERMINED BY THE FLORIDA
	BUILDING CODE, BUILDING. OCCUPANCY
	CLASSIFICATION SHALL BE DETERMINED IN
	ACCORDANCE WITH THE FLORIDA BUILDING
	CODE, BUILDING.

	5) SHT.A8.71DETAIL 8 TOILET RM ELV.
	SHOW MOUNTING HEIGTHFOR LAV'S FROM FF

	6)SHT P0.1OIL TRAP DIAGRAM:
	CONTACT W P BEACHWATERPLANT LAB
	SUPERVISOR,INDUSTRIAL COORDINATOR.
	LYNN MASSON
	OFFICE 561-822-2271
	E-MAIL [email protected]

	7)SHT P0.3, P0.4 SANITARY WASTE, VENT
	STACKS.SECTION 914
	RELIEF VENTS?STACKS OF MORE THAN
	10 BRANCH INTERVALS
	914.1 WHERE REQUIRED.
	SOIL AND WASTE STACKS IN BUILDINGS
	HAVING MORE THAN 10 BRANCH INTERVALS
	SHALL BE PROVIDED WITH A RELIEF VENT AT
	EACH TENTH INTERVAL INSTALLED, BEGINNING
	WITH THE TOP FLOOR.
	914.2 SIZE AND CONNECTION.
	THE SIZE OF THE RELIEF VENT SHALL BE
	EQUAL TO THE SIZE OF THE VENT STACK TO
	WHICH IT CONNECTS. THE LOWER END OF EACH
	RELIEF VENT SHALL CONNECT TO THE SOIL OR
	WASTE STACK THROUGH A WYE BELOW THE
	HORIZONTAL BRANCH SERVING THE FLOOR, AND
	THE UPPER END SHALL CONNECT TO THE VENT
	STACK THROUGH A WYE NOT LESS THAN 3 FEET
	(914 MM) ABOVE THE FLOOR.

	8) SHT P0.4STACK "G", "H"
	SECTION 903.3 VENT TERMINATION.
	EVERY VENT STACK OR STACK VENT SHALL
	EXTEND OUTDOORS AND TERMINATE TO THE
	OPEN AIR.

	9) 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.

	10)PLEASE COMPLETELY REMOVE ANY
	OLD/VOIDED SHEETS FROM SETS AND ONLY
	INSERT NEW REVISED SHEETS INTO COMPLETE
	SETS FOR REVIEW AND STAMPING.

	END OF COMMENTS, QUESTIIONS 561-805-6692

Review Stop	P			PLUMBING
Rev No	1	Status	N	Date	2006-06-15			Cont ID
Sent By	dpalmer			Date	2006-06-15	Time	12:04	Rev Time	0.00
Received By	pschmitz			Date	2006-07-15	Time	15:19	Sent To

Notes

2006-06-15 00:00:00	****** NOTE ********

	AS DIRECTED BY NEIL MELICK BUILDING
	OFFICAL: MS. LYNN HARRIS REPRESENTING
	CITY PLACE OFFICE LLC HAS REQUESTED
	PLANS TO BE REMOVED FROM THEPLAN
	REVIEW PROCESS.
	WHEN PLANS COME BACK IN FOR REVIEW, IT
	WILL BE 1ST RESUB NO FEE. DV PALMER.

Review Stop	Z			ZONING
Rev No	15	Status	F	Date	2008-05-08			Cont ID
Sent By	choops			Date	2008-05-08	Time	14:51	Rev Time	0.00
Received By	choops			Date	2008-05-08	Time	14:51	Sent To

Notes

2008-05-08 14:54:14	***FAILED - SUBMITTAL #03450-020 - SIGN CONNECTION
	DETAILS***


	1)AS SIGNAGE IS NOT INCLUDED UNDER THE SCOPE OF WORK
	FOR THIS PERMIT, A SEPARATE PERMIT SHALL BE APPLIED FOR
	REGARDING ALL SIGNAGE.


	QUESTIONS/COMMENTS, CONTACT CHRIS HOOPS,
	ZONING TECHNICIAN (561)805-6720

Review Stop	Z			ZONING
Rev No	14	Status	P	Date	2008-05-05			Cont ID
Sent By	eschneid			Date	2008-05-05	Time	17:34	Rev Time	0.00
Received By	eschneid			Date	2008-05-05	Time	17:34	Sent To

Notes

2008-05-05 17:35:22	REVISION #43

	PASSED

	PLEASE PROVIDE THE PLANNING AND ZONING DEPARTMENT WITH
	4 COPIES OF THIS APPROVED REVISION (MAY BE PHOTO
	COPIES) FOR OUR FILE.

Review Stop	Z			ZONING
Rev No	13	Status	P	Date	2008-03-26			Cont ID
Sent By	eschneid			Date	2008-03-26	Time	14:09	Rev Time	0.00
Received By	eschneid			Date	2008-03-26	Time	14:09	Sent To

Notes

2008-03-26 14:10:53	PASSED REVISED SHEETS A1.02, A1.03, A1.04 AND A1.05 TO
	REFLECT SMALL PARKING SPACES RELOCATED TO THE WEST END
	OF THE MIDDLE PARKING ROW TO REPLACE THOSE LOST TO THE
	REDESIGNED EXHAUST VENTS.

Review Stop	Z			ZONING
Rev No	12	Status	P	Date	2008-03-20			Cont ID
Sent By	eschneid			Date	2008-03-20	Time	17:52	Rev Time	0.00
Received By	eschneid			Date	2008-03-20	Time	17:52	Sent To

Notes

2008-03-20 18:00:30	PASSED W/PROVISOREVISION NO. 37

	1) PROVISO - NEW ROYAL PALMS SHALL MATCH THE HEIGHT OF
	THE ADJACENT ROYAL PALMS ALONG OKEECHOBEE BLVD.THE
	PLANT LIST HAS BEEN REDLINED TO STATE THIS.

	2) NOTE - THE VINE WIRE TRELLIS IS ON THE B-BLOCK
	PARCEL, SO IT SHALL BE APPROVED UNDER A SEPARATE
	PERMIT.

	3) NOTE - ALL SIGNS SHALL BE APPROVED UNDER A SEPARATE
	PERMIT.

	CONTACT ERIC SCHNEIDER @ 822-1435.

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Rev No	11	Status	F	Date	2008-03-20			Cont ID
Sent By	eschneid			Date	2008-03-20	Time	18:02	Rev Time	0.00
Received By	eschneid			Date	2008-03-19	Time	12:31	Sent To

Notes

2008-03-20 18:03:36

REVISION #37 - SEE NEXT REVIEW STOP.

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Rev No	10	Status	F	Date	2008-01-22			Cont ID
Sent By	eschneid			Date	2008-01-22	Time	11:58	Rev Time	0.00
Received By	eschneid			Date	2008-01-22	Time	11:58	Sent To

Notes

2008-01-22 12:20:02	FAILED

	1) SHEET A0.21 DOES NOT MATCH THE CURRENT CONDITIONS -
	BUILDING (CLEAVLAND CLINIC REVISIONS), THE LOCATION OF
	THE WATERMAIN, AND THE ADJACENT B-DECK GARAGE CHANGES.

	2) CIVIL PLANS DO NOT AGREE WITH THE LANDSCAPE PLANS -
	THE RELOCATED ROYAL PALM, INC. HARDSCAPE CHANGES AND
	THE SITE PLAN - THE LOCATION OF THE NEW SIGN.

	3) THE LANDSCAPE PLAN DOES NOT MATCH THE JUNE 27, 2007
	VERSION, APPROVED AS PART OF A MINOR AMENDMENT.ROYAL
	PALM HAS BEEN RELOCATED.

	4) THE IRRIGATION PLAN HAS NOT BEEN UPDATED TO REFLECT
	THE MOVED ROYAL PALM OR THE NEW SIGN LOCATION.

	5) THE FREE STANDING SIGN (HEIGHT AND LOCATION) HAVE
	NOT YET BEEN APPROVED BY THE CITY COMMISSION.NOTES
	SHALL BE ADDED THAT THE SIGNS ARE TO BE APPROVED UNDER
	SEPARATE PERMIT.

	6) SHEETS A1.02, A1.03, A1.04 AND A1.05 SHOW CHANGES TO
	THE SMALL SPACES IN THE SOUTHWEST CORNER OF THE PARKING
	GARAGE (SPACES NOW 8 FEET WIDE).PROVIDE 4 COPIES OF
	THIS PLAN TO THE PLANNING AND ZONING DEPARTMENT SO THAT
	THE DEPARTMENT'S RECORDS MAY BE UPDATED ACCORDINGLY.

	7) SHEET C-12 SHALL CORRECTLY SHOW THE BUILDING
	FOOTPRINT ALONG OKEECHOBEE.THERE IS A PORTION SHOW IN
	THE EASEMENT AND ACROSS THE PROPERTY LINE.THE
	EASEMENT INFORMATION SHALL BE COMBINED WITH THE NEW
	LANDSCAPE LAYOUT AND SIGNAGE LOCATIONS TO VERIFY THAT
	THERE ARE NOT CONFLICTS.

	8) THE LANDSCAPE PLAN SHOWS THE SIDEWALK ARCING AROUND
	SOME EXISTING LIGHT POLES ON THE EAST SIDE OF THE
	DRIVEWAY, BUT THIS IS NOT SHOWN ON THE CIVIL OR SITE
	PLANS.ALL PLANS NEED TO SHOW THE SAME CONDITIONS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

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Rev No	9	Status	F	Date	2007-10-12			Cont ID
Sent By	eschneid			Date	2007-10-12	Time	15:36	Rev Time	0.00
Received By	eschneid			Date	2007-10-12	Time	15:36	Sent To	I

Notes

2007-10-12 15:38:06	FAILED

	1) FREE STANDING SIGNAGE REQUIRES APPROVAL OF A MAJOR
	PLANNED DEVELOPMENT AMENDMENT.

	2) SIGN PACKAGE AMENDMENT HAS BEEN DISCUSSED WITH LYNDA
	HARRIS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

Review Stop	Z			ZONING
Rev No	8	Status	P	Date	2007-07-16			Cont ID
Sent By	eschneid			Date	2007-07-16	Time	16:33	Rev Time	0.00
Received By	eschneid			Date	2007-07-16	Time	16:32	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	7	Status	F	Date	2007-03-28			Cont ID
Sent By	eschneid			Date	2007-03-28	Time	17:50	Rev Time	0.00
Received By	eschneid			Date	2007-03-28	Time	17:50	Sent To

Notes

2007-03-28 17:52:39	FAILED

	1) THE CORNICE LINE HAS CHANGED FROM THE APPROVED PLANS
	ALONG THE TOP OF THE 5TH LEVEL.PLANNING STAFF WILL
	NOT SUPPORT A CHANGE TO THE APPROVED CORNICE LINE.

	2) THE LANDSCAPE AND FRONT PLAZA AREA HAS CHANGED FROM
	THE APPROVED PLANS (MINOR AMENDMENT ON MARCH 8, 2007).
	PLANNING STAFF WILL NOT SUPPORT THE CHANGE AS
	PRESENTED.
	A. THE PLANTER BOX MAY NOT ENCROACH PAST THE PROPERTY
	LINE.
	B. THE LOCATION OF THE ROYAL PALMS, INCLUDING THE
	REMOVAL FROM ONE IN FRONT OF THE BUILDING, IS NOT
	SUPPORTED.RECOMMEND MEETING WITH THE LANDSCAPE
	ARCHITECT TO DISCUSS OPTIONS.
	C. THE FINAL LAYOUT WILL NEED TO BE APPROVED THROUGH A
	MINOR AMENDMENT.
	D. 30 FOOT OF GREYWOOD (NOT 20 FEET) WAS APPROVED FOR
	THE ROYAL PALMS SO AS TO MATCH EXISTING ALONG
	OKEECHOBEE BOULEVARD.
	E. THE GAS LINE RUNNING PARALLEL TO OKEECHOBEE
	BOULEVARD SHALL BE SHOWN ON THE LANDSCAPE PLANS.
	F. PROVIDE INFORMATION TO VERIFY THE DISTANCE THE ROOTS
	ARE REQUIRED TO BE FROM THE GAS LINE.
	G. TREES SHALL BE PLANTED IN STRUCTURAL SOIL.

	3) CIVIL PLANS DO NOT MATCH THE REVISIONS ON THE SITE
	AND LANDSCAPE PLANS.CIVIL PLANS DO MATCH LATEST
	ZONING APPROVED PLANS.

	4) PARKING LEVELS DO NOT MEET THE PLANS APPROVED BY THE
	MINOR AMENDMENT ON MARCH 8, 2007.THESE PLANS WERE
	SIGNED AND SEALED BY PAUL TWITTY ON FEBRUARY 19, 2007,
	AND REFERRED TO AS REVISION 7 - SHEETS A1.02, A1.03 AND
	A1.04 AND REVISION 11 - SHEETS A0.20 AND A1.05.

	5) SITE PLAN DOES NOT MATCH LATEST ZONING APPROVAL.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

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Rev No	6	Status	F	Date	2007-02-13			Cont ID
Sent By	eschneid			Date	2007-02-13	Time	15:45	Rev Time	0.00
Received By	eschneid			Date	2007-02-13	Time	15:45	Sent To

Notes

2007-02-13 16:55:12	FAILED

	1) PARKING SPACE NUMBERS SHALL BE CORRECTLY LABELED ON
	SHEET A1.05.

	A. REGULAR PARKING SPACE COUNT NUMBERS JUMP FROM 127 TO
	130 (MISSING NUMBER 128 & 129) AT THE NORTHEAST CORNER
	OF THE GARAGE.

	B. REGULAR PARKING SPACE NUMBERS 89, 90, 91, 92 AND 93
	ARE NOT SHOWN.STAFF ASSUMES THEY ARE ON THE RAMP
	UNDER SPACES 132 TO 135.PLEASE PROVIDE A SHEET
	SHOWING THESE SPACES.

	C. THE SMALL PARKING SPACES ON THE RAMP UP FROM LEVEL 4
	TO 5 ARE NOT LABELED AND COUNTED (STAFF ASSUMES THESE
	ARE IN FRONT OF THE SUPPORT BEAMS AT "L' AND "K").
	PLEASE PROVIDE A SHEET SHOWING THESE SPACES.

	2) THE REVISED PARKING COUNT WILL AFFECT THE REQUIRED
	SMALL SPACE WAIVER THAT IS PART OF THE MINOR AMENDMENT
	THAT HAS BEEN SUBMITTED BUT NOT YET APPROVED.

	3) THE UPDATED SHEETS (REVISED TO REFLECT THE COMMENTS
	ABOVE) HAVE NOT BEEN SUBMITTED TO THE PLANNING AND
	ZONING DEPARTMENT FOR INCLUSION IN THE PENDING MINOR
	AMENDMENT.

	CONTACT ERIC SCHNEIDER (561) 822-1435.

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Rev No	5	Status	F	Date	2006-12-08			Cont ID
Sent By	eschneid			Date	2006-12-07	Time	17:38	Rev Time	0.00
Received By	eschneid			Date	2006-12-07	Time	17:37	Sent To

Notes

2006-12-07 17:45:23	FAILED

	1) THE PARKING TABLE ON SHEET A0.20 DOES NOT ACURATELY
	STATE THE NUMBER OF COMPACT AND REGULAR SPACES WITHIN
	THE BUILDING.I COUNT 118 COMPACT SPACES AND 136
	REGULAR SPACES.RECOMMENDED THAT THE PARKING SPACES BE
	MARKED WITH A NUMBER.

	2) THE REVISED PARKING COUNT WILL AFFECT THE REQUIRED
	SMALL SPACE WAIVER THAT IS PART OF THE MINOR AMENDMENT
	APPROVAL.

	3) THE UPDATED SHEETS WERE NEVER SUBMITTED TO THE
	PLANNING AND ZONING DEPARTMENT FOR INCLUSION IN THE
	PENDING MINOR AMENDMENT.

	CONTACT ERIC SCHNEIDER (561) 822-1435.

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Rev No	4	Status	P	Date	2006-10-31			Cont ID
Sent By	eschneid			Date	2006-10-31	Time	12:18	Rev Time	0.00
Received By	eschneid			Date	2006-10-31	Time	12:17	Sent To

Notes

2006-10-31 12:21:57	PASSED WITH PROVISO

	1) SHEETS A1.02 THROUGH A1.05 SHALL BE REVISED AS BELOW
	AND THE REVISED SHEETS SHALL BE SUBMITTED TO THE
	CONSTRUCTION SERVICES DEPARTMENT NO LATER THAN NOVEMBER
	30, 2006.

	A) PARKING SPACESSHALL BE SHOWN AS DOUBLE STRIPED OR
	A NOTE SHALL BE ADDED ON EACH SHEET THAT THE SPACES
	WILL BE STRIPED IN ACCORDANCE WITH THE DETAILS ON SHEET
	A5.62.

	B) SHOW 24 FOOT WIDE DRIVE AISLES AND THE ADJACENT
	PARKING SHALL BE ADJUSTED ACCORDINGLY AND LABLED AS
	SMALL SPACES.

	C) THE PARKING TABLE ON SHEET A0.20 SHALL BE REVISED TO
	REFLECT THE NEW SMALL SPACE COUNT.

	2) THE SHEETS REFERENCED ABOVE SHALL BE SUBMITTED TO
	THE PLANNING DEPARTMENT FOR INCLUSION IN THE PENDING
	MINOR AMENDMENT.

	ERIC SCHNEIDER (561) 822-1435.

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	2006-10-30			Cont ID
Sent By	eschneid			Date	2006-10-30	Time	10:22	Rev Time	0.00
Received By	eschneid			Date	2006-10-27	Time	16:28	Sent To

Notes

2006-10-30 10:32:41	FAILED

	1) SHEET A0.21 "CODE COMPLIANCE SITE PLAN" DOES NOT
	MATCH THE BUILDING FOOTPRINT ON THE CIVIL, SITE AND
	LANDSCAPE PLANS.

	2) PARKING SPACES ON SHEETS A1.02 THOUGH A1.05 SHALL BE
	SHOWN AS DOUBLE STRIPED OR A NOTE SHALL BE ADDED ON
	EACH SHEET THAT THE SPACES WILL BE STRIPED IN
	ACCORDANCE WITH THE DETAILS ON SHEET A5.62.

	3) SHEETS A1.02 THROUGH A1.05 SHALL BE REVISED TO SHOW
	24 FOOT WIDE DRIVE AISLES AND THE ADJACENT PARKING
	SHALL BE ADJUSTED ACCORDINGLY AND LABLED AS SMALL
	SPACES.

	4) THE CHART ON SHEET A0.20 SHALL BE REVISED TO REFLECT
	THE NEW SMALL SPACE COUNT.

	5) THE SHEETS REFERENCED IN 3 AND 4 ABOVE SHALL BE
	SUBMITTED TO THE PLANNING DEPARTMENT FOR INCLUSION IN
	THE PENDING MINOR AMENDMENT.

	ERIC SCHNEIDER (561) 822-1435.

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Rev No	2	Status	F	Date	2006-07-20			Cont ID
Sent By	eschneid			Date	2006-07-20	Time	17:38	Rev Time	0.00
Received By	eschneid			Date	2006-07-20	Time	17:38	Sent To

Notes

2006-07-20 00:00:00	1) A MEETING INCLUDING THE PLANNING AND
	ZONING DEPARTMENT WAS NOT HELD TO
	DISCUSS VEHICULAR CIRCULATION PER
	RESOLUTION NO. 414-05 CONDITION.

	2) THE BUILDING LOCATION, DRIVEWAY
	WIDTHS AND LANDSCAPE AREAS DO NOT MATCH
	ON THE CIVIL PLANS AND THE APPROVED SITE
	AND LANDSCAPE PLANS.SHOW DIMENSION
	LINES ON ALL PLANS.

	3) A SITE DATA TABLE LISTING SQUARE
	FOOTAGES OF USE, PARKING COUNTS, ETC.
	WAS NOT PROVIDED.

	4) PROVIDE A PARKING DETAIL MEETING CITY
	OF WEST PALM BEACH REQUIREMENTS.

	5) DIMENSION LINES ARE REQUIRED FOR THE
	PARKING SPACES AND AISLES.

	6) IT APPEARS THERE IS A
	DISPROPORTIONATE NUMBER OF SMALL PARKING
	SPACES IN THE BUILDING.CITY ALLOWS A
	MAXIMUM OF 30%.IT DOES NOT SEEM THAT
	40+% OF A PARKING GARAGE AS COMPACT
	SPACES LENDS ITSELF WELL TO CLASS A
	OFFICE.

	7) A MINOR AMENDMENT IS REQUIRED FOR THE
	REVISED LANDSCAPE PLANS.STAFF WOULD
	LIKE TO SEE MORE THAN 6 ROYAL PALMS
	ALONG OKEECHOBEE (8 ARE ON THE APPROVED
	PLAN).

	8) HOW WILL THE DUMPSTERS BE RELOCATED
	IN THE REVISED SERVICE YARD?

	CONTACT ERIC SCHNEIDER @ (561)822-1435.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2008-02-27			Cont ID
Sent By	dpalmer			Date	2006-06-15	Time	12:04	Rev Time
Received By	jleahy			Date		Time		Sent To

Notes

2006-06-15 00:00:00	****** NOTE ********

	AS DIRECTED BY NEIL MELICK BUILDING
	OFFICAL: MS. LYNN HARRIS REPRESENTING
	CITY PLACE OFFICE LLC HAS REQUESTED
	PLANS TO BE REMOVED FROM THEPLAN
	REVIEW PROCESS.
	WHEN PLANS COME BACK IN FOR REVIEW, IT
	WILL BE 1ST RESUB NO FEE. DV PALMER.