City of West Palm Beach eGovPlus

Plan Review Details - Permit 06110152

Plan Review Stops For Permit 06110152

Review Stop	AD			ADDRESSING
Rev No	5	Status	P	Date	2007-12-19			Cont ID
Sent By	lursu			Date	2007-12-19	Time	16:48	Rev Time	0.00
Received By	lursu			Date	2007-12-19	Time	16:48	Sent To

Notes

2007-12-19 16:48:54	SITE ADDRESS IS CORRECT.

	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]

Review Stop	AD			ADDRESSING
Rev No	4	Status	F	Date	2007-11-05			Cont ID
Sent By	lursu			Date	2007-11-05	Time	09:17	Rev Time	0.00
Received By	lursu			Date	2007-11-05	Time	09:17	Sent To

Notes

2007-11-05 09:18:50	SEE COMMENTS DATED 08/28/07& 05/07/07.THE NEW SITE
	ADDRESS MUST BE DEPICTED ON THE PLANS AND PERMIT
	APPLICATION.

	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]

Review Stop	AD			ADDRESSING
Rev No	3	Status	F	Date	2007-08-28			Cont ID
Sent By	lursu			Date	2007-08-28	Time	16:43	Rev Time	0.00
Received By	lursu			Date	2007-08-28	Time	16:43	Sent To

Notes

2007-08-28 16:48:00	SEE COMMENTS DATED MAY 7,2007 .THE NEW STRUCTURE WILL
	BE ASSIGNED WITH A NEW SITE ADDRESS 821 N FLAGLER DR
	.THE REVISED PLANS AND APPLICATION MUST HAVE THE NEW
	ADDRESS REFLECTED ON THEM.

	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]

Review Stop	AD			ADDRESSING
Rev No	2	Status	F	Date	2007-05-07			Cont ID
Sent By	lursu			Date	2007-05-07	Time	14:05	Rev Time	0.00
Received By	lursu			Date	2007-05-07	Time	14:05	Sent To

Notes

2007-05-07 14:08:36	MULTIPLE BUILDINGS CAN NOT USE THE SAME ADDRESS
	NUMBER.EACH RESIDENCE/COMMERCIAL BUILDING MUST HAVE A
	UNIQUE ADDRESS .THE 911 EMERGENCY SERVICES ARE USING
	THESE SITE ADDRESSES TO LOCATE THESE BUILDINGS IN CASE
	OF AN EMERGENCY .BASED ON THIS STATEMENT EACH STRUCTURE
	MUST HAVE A UNIQUE ADDRESS .

	THE FOLLOWING ADDRESSES ARE PROPOSED FOR ALL BUILDINGS
	LOCATED ON THESE PARCELS:

	PCN = 74 43 43 15 21 004 0010
	PCN = 74 43 43 15 21 005 0070
	PCN = 74 43 43 15 20 009 0210
	PCN = 74 43 43 15 20 009 0110
	PCN = 74 43 43 15 20 009 0090

	PCN = 74 43 43 15 20 009 0070
	PCN = 74 43 43 15 20 009 0050
	PCN = 74 43 43 15 20 009 0070
	PCN = 74 43 43 15 20 002 0010
	PCN = 74 43 43 15 20 009 0020
	PCN = 74 43 43 15 20 002 0050

	- EXISTING MARY ALICE BUILDING - THE ADDRESS REMAINS AS
	807 N FLAGLER DR
	- MACHILIN THEATRE - NEW ADDRESS 815 N FALGLER DR
	- PROPOSED GYMNASIUM- 821 N FLAGLER DR
	- LEWIS HALL EAST - 801 N FLAGLERDR
	-LEWIS HALL WEST - 805 N FLAGLER DR
	- CASA MARIA - ADDRESS REMAINS AS 810 N OLIVE AVE

	FOR THESE PARCELS :
	PCN = 74 43 43 15 21 005 0011
	PCN = 74 43 43 15 21 005 0012
	PCN = 74 43 43 15 21 005 0013
	THE ADDRESSES REMAIN AS:
	- OFFICES FACING N OLIVE AVE- REMAINS AS 804 N OLIVE
	AVE
	- MONTESORRI CENTER - REMAINS AS 800 N OLIVE AVE

	THE UNITY OF TITLE MUST BE RECORDED FOR ALL THE PARCELS
	IN THE PROPERTY OF THE ROSARIAN ACADEMY. ALL THE
	REVISED SITE PLANS AND APLLICATION MUST CONTAIN THE NEW
	ADDRESS ASSIGNED.
	AN ADDRESS RANGE SIGN MUST BE INSTALLED AT THE MAIN
	ENTRANCE OF THE DEVELOPMENT.


	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]

Review Stop	AD			ADDRESSING
Rev No	1	Status	F	Date	2007-04-24			Cont ID
Sent By	lursu			Date	2007-04-24	Time	14:46	Rev Time	0.00
Received By	lursu			Date	2007-04-23	Time	14:23	Sent To

Notes

2007-04-24 14:50:57	A NEW SITE ADDRESS IS REQUIRED TO BE ASSIGNED TO THE
	NEW CONSTRUCTION.ALSO THE UNITY OF TITLE FOR ALL
	PARCELS INVOLVED IN THE PROJECT MUST BE RECEIVED BY
	THIS DEPARTMENT.PLEASE SUBMIT THE LAYOUT OF THIS
	PROJECT SO ALL THE EXISTING AND NEW BUILDINGS BE
	ASSIGNED WITH A NEW ADDRESS.THE MAIN BUILDING FACING N
	FLAGLER DR WILL MAINTAIN THE EXISTING ADDRESS 807 N
	FLAGLER DR .

	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	19	Status	P	Date	2009-08-03			Cont ID
Sent By	jwitmer			Date	2009-08-03	Time	16:58	Rev Time	0.50
Received By	jwitmer			Date	2009-08-03	Time	16:28	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	18	Status	P	Date	2009-07-14			Cont ID
Sent By	jwitmer			Date	2009-07-14	Time	14:35	Rev Time	0.55
Received By	jwitmer			Date	2009-07-14	Time	14:35	Sent To

Notes

2009-07-14 14:36:08	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: BILCO HATCH LOCAL APPROVAL

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	17	Status	F	Date	2009-06-15			Cont ID
Sent By	jwitmer			Date	2009-06-15	Time	08:28	Rev Time	1.55
Received By	jwitmer			Date	2009-06-15	Time	08:28	Sent To

Notes

2009-06-15 08:45:46	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819

	JUNE 15, 2009
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS TO THE ADMINISTRATIVE
	CODE
	ORIGINAL REVIEW
	REVISION REVIEW DATED; 10-06-08

	ACTION:DENIED

	1) SHEET A3.2.1 & A5.2.3

	A) REVISION# 4 OF THIS SHEET INDICATES THE CHANGE IN
	FILL MATERIAL FROM EARTHENED FILL TO A GEO FOAM TO
	LESSEN THE LATERAL LOAD OR PRESSURES ON THE STAIR
	WALLS. PLEASE PROVIDE DOCUMENTATION THAT THE FOAM WILL
	MEET THE REQUIREMENTS OF SUPPORTING 3000 PSF FOUNDATION
	NOTES SHEET S-5. SHEET A.5.2.3 DETAIL# 1 INDICATES SEE
	STRUCTURAL DRAWINGS. STRUCTURAL SHEET S-2.1 THE WEST
	END OF THE SECOND FLOOR SLAB HAS A CUT SECTION DETAIL
	3/ S-9. WHEN REVIEWING THIS DETAIL THE PLANS STILL
	INDICATE EARTHENED FILL NOT A GEO FOAM, THE NOTE ON
	THIS SHEET INDICATES CONCRETE STAIRS ON GRADE SEE
	TYPICAL DETAIL. S-6 . S-6 AGAIN INDICATES EARTHENED
	FILL WITH WIRE MESH W.F 6X6 /W1.4XW1.4 NOT A STRUCTURAL
	STEEL REINFORCED SLAB.

	B CHAPTER 26 DEALS WITH FOAM PLASTICS WHEN USED IN
	CONSTRUCTION OF STRUCTURES AND BUILDINGS. THERE IS NO
	SECTION THAT INDICATES THE USE OF FOAM AS A FILLER
	BENEATH SLABS BUT TO USE FOAM FOR THIS APPLICATION IT
	WILL NEED TO COMPLY WITH 2603.8. SUCH TESTING SHALL BE
	RELATED TO THE ACTUAL END-USE CONFIGURATION AND BE
	PERFORMED ON THE FINISHED MANUFACTURED FOAM PLASTIC
	ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED FOR USE.

	JUNE 15, 2008
	THE SUBMITTAL FOR GEO FOAM HAS NOT MET THE REQUIREMENTS
	OF 2603.8. THE 2004 NOR THE 2007 FBC DOES NOT RECONIZE
	THE ASTM D-6817 STANDARD. ALL CUT SHEETS INDICATE THE
	USE OF GEO FOAM IN GENERAL EARTHWORK APPLICATIONS,
	LEVEES, DIKES, BIRMS... NOT FOR WWITHIN BUILDINGS. THE
	GEO FOAM BROSHURE DOES INDICATE THAT IT IS COMBUSTIBLE!
	SECTION 603.1 DEALS WITH ALLOWED COMBUSTIBLES IN TYPE I
	OR II BUILDINGS, EXCEPTION 3 DEALS WITH PLASTICS (FOAM)
	IN ACCORDANCE WITH CHAPTER 26.

	TO ALLOW FOAM PLASTICS IN BUILDINGS THE FOLOWING MUST
	BE MET:
	2603.3 SURFACE-BURNING CHARACTERISTICS. UNLESS
	OTHERWISE INDICATED IN THIS SECTION, FOAM PLASTIC
	INSULATION AND FOAM PLASTIC CORES OF MANUFACTURED
	ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE
	THAN 75 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN
	450 WHERE TESTED IN THE MAXIMUM THICKNESS INTENDED FOR
	USE IN ACCORDANCE WITH ASTM E 84.

	EXCEPTION #4 IS WHEN FOAM PLASTIC IS USED IN
	INSTALATIONS GREATER THAN 4". FOAM PLASTIC INSULATION
	GREATER THAN 4 INCHES (102 MM) IN THICKNESS SHALL HAVE
	A MAXIMUM FLAME SPREAD INDEX OF 75 AND A
	SMOKE-DEVELOPED INDEX OF 450 WHERE TESTED AT A MINIMUM
	THICKNESS OF 4 INCHES (102 MM), PROVIDED THE END USE IS
	APPROVED IN ACCORDANCE WITH SECTION 2603.8 USING THE
	THICKNESS AND DENSITY INTENDED FOR USE.

	2603.8 SPECIAL APPROVAL.
	FOAM PLASTIC SHALL NOT BE REQUIRED TO COMPLY WITH THE
	REQUIREMENTS OF SECTIONS 2603.4 THROUGH 2603.7, WHERE
	SPECIFICALLY APPROVED BASED ON LARGE-SCALE TESTS SUCH
	AS, BUT NOT LIMITED TO, FM 4880, UL 1040, NFPA 286 OR
	UL 1715. SUCH TESTING SHALL BE RELATED TO THE ACTUAL
	END-USE CONFIGURATION AND BE PERFORMED ON THE FINISHED
	MANUFACTURED FOAM PLASTIC ASSEMBLY IN THE MAXIMUM
	THICKNESS INTENDED FOR USE. FOAM PLASTICS THAT ARE USED
	AS INTERIOR FINISH ON THE BASIS OF SPECIAL TESTS SHALL
	ALSO CONFORM TO THE FLAME SPREAD REQUIREMENTS OF
	CHAPTER 8. ASSEMBLIES TESTED SHALL INCLUDE SEAMS,
	JOINTS AND OTHER TYPICAL DETAILS USED IN THE
	INSTALLATION OF THE ASSEMBLY AND SHALL BE TESTED IN THE
	MANNER INTENDED FOR USE.

	PLEASE PROVIDE THE FLAME SPREAD AND SMOKE DEVELOPMENT
	IN COMPLIANCE WITH 2603.3 OR THE TESTING FOR
	LARGE-SCALE TEST IN COMPLIANCE WITH 2603.8.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	16	Status	P	Date	2009-04-07			Cont ID
Sent By	jwitmer			Date	2009-04-07	Time	11:08	Rev Time	1.77
Received By	jwitmer			Date	2009-04-07	Time	11:08	Sent To

Notes

2009-04-07 11:09:53	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVISION REVIEW: DATED 2/26/09
	ACTION: REVIEWED
	A.2.2.1
	A.2.2.2
	A.3.1.1
	A.3.1.2

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	15	Status	P	Date	2009-01-28			Cont ID
Sent By	jwitmer			Date	2009-01-28	Time	15:19	Rev Time	2.22
Received By	jwitmer			Date	2009-01-28	Time	15:19	Sent To

Notes

2009-01-28 16:02:35

ARCHITECTURAL & STRUCTURAL REVISIONS DATED 10-06-09

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	14	Status	F	Date	2009-01-27			Cont ID
Sent By	jwitmer			Date	2009-01-27	Time	08:45	Rev Time	0.77
Received By	jwitmer			Date	2009-01-27	Time	08:45	Sent To

Notes

2009-01-27 11:01:13	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVISION REVIEW DATED; 10-06-08
	ACTION:DENIED

	1) SHEET A3.2.1 & A5.2.3

	A) REVISION# 4 OF THIS SHEET INDICATES THE CHANGE IN
	FILL MATERIAL FROM EARTHENED FILL TO A GEO FOAM TO
	LESSEN THE LATERAL LOAD OR PRESSURES ON THE STAIR
	WALLS. PLEASE PROVIDE DOCUMENTATION THAT THE FOAM WILL
	MEET THE REQUIREMENTS OF SUPPORTING 3000 PSF FOUNDATION
	NOTES SHEET S-5. SHEET A.5.2.3 DETAIL# 1 INDICATES SEE
	STRUCTURAL DRAWINGS. STRUCTURAL SHEET S-2.1 THE WEST
	END OF THE SECOND FLOOR SLAB HAS A CUT SECTION DETAIL
	3/ S-9. WHEN REVIEWING THIS DETAIL THE PLANS STILL
	INDICATE EARTHENED FILL NOT A GEO FOAM, THE NOTE ON
	THIS SHEET INDICATES CONCRETE STAIRS ON GRADE SEE
	TYPICAL DETAIL. S-6 . S-6 AGAIN INDICATES EARTHENED
	FILL WITH WIRE MESH W.F 6X6 /W1.4XW1.4 NOT A STRUCTURAL
	STEEL REINFORCED SLAB.

	B CHAPTER 26 DEALS WITH FOAM PLASTICS WHEN USED IN
	CONSTRUCTION OF STRUCTURES AND BUILDINGS. THERE IS NO
	SECTION THAT INDICATES THE USE OF FOAM AS A FILLER
	BENEATH SLABS BUT TO USE FOAM FOR THIS APPLICATION IT
	WILL NEED TO COMPLY WITH 2603.8. SUCH TESTING SHALL BE
	RELATED TO THE ACTUAL END-USE CONFIGURATION AND BE
	PERFORMED ON THE FINISHED MANUFACTURED FOAM PLASTIC
	ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED FOR USE.

	2) SHEET A4.1.2

	A) CITY STAMPED SET OF PLANS INDICATES A REVISION# 2
	DATED 7/13/07 MUSIC CLASSROOM # 3 WHERE REVISION# 2
	INDICATES A LEVEL FLOOR. IN TTHE REVISION SET,
	REVISION# 3 WHERE THE CITY PLANS SHOW A FLAT FLOOR
	SURFACE THE NEW REVISION 3 SET SHOWS DASHED LINES UNDER
	REVISION# 2, WHAT APPEARS TO BE RAISED PLATFORM? THIS
	WAS AN ISSUE THAT I BELIEVE YOU WERE GOING TO THE STATE
	FOR A WAIVER TO THE STATE FOR VERTICAL ACCESSIBILITY,
	IF YOU RECEIVED THE WAIVER PLEASE PROVIDE A COPY, IF
	NOT REMOVE THE DASHED LINES AS IN THE ISSUED SET OF
	PLANS.VERTICAL ACCESSIBILITY 11-4.1.3(5).

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

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

	MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF
	FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.

	PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
	LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL
	ADDRESSES ARE PUBLIC RECORDS.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	13	Status	P	Date	2008-11-12			Cont ID
Sent By	jwitmer			Date	2008-11-12	Time	13:32	Rev Time	0.77
Received By	jwitmer			Date	2008-11-12	Time	13:32	Sent To

Notes

2008-11-12 13:37:02	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVIEW SHOP DRAWINGS
	ACTION:REVIEWED

	SUBMITTAL: STEEL SHOP DRAWINGS
	REPAIR OF J26
	REMOVAL OF EXTENSION LETTER
	REPAIR OF J7
	BRIDGING REPLACEMENTS FOR RTU'S AND DECK FIX
	REPAIRS OF T3, T4, T5 & T6.
	SHOP DRAWING FOR 1B5 SPLICE
	NUCOR VULCRAFT LAYOUT SHEET

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	12	Status	P	Date	2008-07-08			Cont ID
Sent By	jwitmer			Date	2008-07-08	Time	11:29	Rev Time	3.55
Received By	jwitmer			Date	2008-07-08	Time	11:29	Sent To

Notes

2008-07-08 11:41:35	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVISION
	ACTION: REVIEWED REVISION # 4 DATED 4/14/08

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	11	Status	P	Date	2008-06-30			Cont ID
Sent By	jwitmer			Date	2008-06-30	Time	11:38	Rev Time	1.11
Received By	jwitmer			Date	2008-06-30	Time	11:38	Sent To

Notes

2008-06-30 11:40:15	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVIEW
	ACTION:REVIEWED
	SUBMITTAL:
	SHORING 2ND FLOOR & 3RD FLOOR
	SHOP DRAWINGS MISC STEEL
	SHORING CERTIFICATION LETTER THIRD FLOOR

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	10	Status	P	Date	2008-06-02			Cont ID
Sent By	jwitmer			Date	2008-06-02	Time	14:27	Rev Time	2.22
Received By	jwitmer			Date	2008-06-02	Time	14:27	Sent To

Notes

2008-06-02 14:47:22	BAR JOIST SHOP DRAWINGS
	DECK PLACEMENT
	STEEL STAIRS AND
	MISCS STEEL

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	9	Status	F	Date	2008-05-06			Cont ID
Sent By	jwitmer			Date	2008-05-06	Time	09:47	Rev Time	0.55
Received By	jwitmer			Date	2008-05-06	Time	09:47	Sent To	PC

Notes

2008-05-06 09:53:59	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVIEW
	ACTION: DENIED

	SUBMITTAL:
	1) LETTER : SHORING LETTER FROM JOHN P. MCGREW, P.E.
	COPIED, NOT ORIGINAL SEAL NOR SIGNATURE
	2) LETTER : SHORING INSPECTION FROM JUAN A DIAZ, P.E.
	COPIED NOT ORINAL SEAL NORSIGNATURE
	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


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

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

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	8	Status	P	Date	2008-05-06			Cont ID
Sent By	jwitmer			Date	2008-05-06	Time	09:37	Rev Time	1.10
Received By	jwitmer			Date	2008-05-06	Time	09:37	Sent To	PC

Notes

2008-05-06 09:44:26	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	REVIEW
	ACTION: REVIEWED
	SUBMITTAL: STEEL SHOP DRAWINGS DIXIE METAL PRODUCTS
	STEEL BEAMS AND ACCESSORIES

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	7	Status	P	Date	2008-04-16			Cont ID
Sent By	jwitmer			Date	2008-04-16	Time	14:46	Rev Time	1.55
Received By	jwitmer			Date	2008-04-16	Time	14:46	Sent To

Notes

2008-04-16 14:54:30

STRUCTURAL STEEL SHOP DRAWINGS BEAMS & BOLT EMBEDS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	6	Status	P	Date	2008-02-21			Cont ID
Sent By	jwitmer			Date	2008-02-21	Time	11:43	Rev Time	1.33
Received By	jwitmer			Date	2008-02-21	Time	11:43	Sent To	PC

Notes

2008-02-21 11:45:01	SUBMITTALS:CONCRETE DESIGN MIX
	PRECAST LINTELS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	P	Date	2008-01-02			Cont ID
Sent By	jwitmer			Date	2008-01-02	Time	10:50	Rev Time	4.44
Received By	jwitmer			Date	2008-01-02	Time	10:50	Sent To	PC

Notes

2008-01-02 10:53:33	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 821 N FLAGLER DR
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819
	JAN. 02,2007
	FL BLD CODE= 2004 FLORIDA BUILDING CODE W/ 2007 FBC
	REVISIONS
	* WEST PALM BEACH AMENDMENTS


	ISSUED PERMIT:
	BUILDING PROVISOS:
	1) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
	ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
	MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
	ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
	AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
	APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
	AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
	INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
	NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
	STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
	ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
	WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
	REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE
	POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
	DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
	RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
	PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
	PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
	FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
	PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
	DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
	CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
	SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
	OF THE FINAL INSPECTION.

	2) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
	UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
	MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
	AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
	EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
	SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
	PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
	CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
	HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
	SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO
	THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
	SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
	SECTION 113 OF THIS CHAPTER.

	3) PRODUCT APPROVALS: C) ROOF HATCHES: THIS WILL BE A
	PROVISO, IF AT TIME OF CERTIFICATE OF COMPLETION THE
	MANUFACTURER HAS NOT RECEIVED EITHER STATE APPROVAL OR
	A MIAMI-DADE NOA A LOCAL PRODUCT APPROVAL WILL NEED TO
	BE ACHIEVED BEFORE C/O WILL BE ISSUED. 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.



	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	4	Status	F	Date	2007-11-05			Cont ID
Sent By	jwitmer			Date	2007-11-05	Time	12:47	Rev Time	3.33
Received By	jwitmer			Date	2007-11-05	Time	12:47	Sent To

Notes

2007-11-05 12:53:55	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 807 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	4THREVIEW
	ACTION: DENIED
	PLANS ARE CODE COMPLIANT, REQUIRES IMPACT FEES PAID
	BEFORE ISSUANCE.

	1) PLEASE CORRECT ADDDRESS ON PLANS OF THE NEW
	BUILDING, NO LONGER AN ADDITION SINCE THE CONCEPT OF A
	4 HR FIRE WALL.

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

	3) BUILDING PROVISO: 109.3.10 IMPACT OF CONSTRUCTION.

	4) BUILDING PROVISO: 109.3.10.1 HURRICANE PROTECTION.

	5) COMPLIED, SPECIAL INSPECTOR AGREEMENT, THANK YOU.

	6) COMPLIED, 3-SOILS REPORTS.

	7-30 COMPLIED.

	31) BUILDING PROVISO: (C)IF AT TIME OF CERTIFICATE OF
	COMPLETION THE MANUFACTURER HAS NOT RECEIVED EITHER
	STATE APPROVAL OR A MIAMI-DADE NOAA LOCAL PRODUCT
	APPROVAL WILL NEED TO BE ACHIEVED BEFORE C/O.

	32-35)COMPLIED.

	36)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.

	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	3	Status	F	Date	2007-09-04			Cont ID
Sent By	jwitmer			Date	2007-09-04	Time	15:59	Rev Time	12.00
Received By	jwitmer			Date	2007-09-04	Time	14:41	Sent To

Notes

2007-09-04 14:42:58	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 807 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	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 NUMBER, WITH
	A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
	SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
	FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
	YOUR ANTICIPATED COOPERATION.

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

	3) BUILDING PROVISO: 109.3.10 IMPACT OF CONSTRUCTION.

	4) BUILDING PROVISO: 109.3.10.1 HURRICANE PROTECTION.

	5) COMPLIED, SPECIAL INSPECTOR AGREEMENT, THANK YOU.

	6) COMPLIED, 3-SOILS REPORTS.

	7)SECOND REQUEST,FLOOD ELEVATION CERTIFICATE WILL
	BE REQUIRED BEFORE THE ISSUANCE OF THE CERTIFICATE OF
	OCCUPANCY. THE ISSUE WITH THE FLOOD ELEVATION
	CERTIFICATE IS IT WILL BE REQUIRED FOR THE "WHOLE
	BUILDING" BEING THAT THE PROPOSED, THE ADDITION IS OVER
	50% WORTH OF THE EXISTING BUILDING "SUBSTANTIAL
	IMPROVEMENTS" NEED TO BE MET UNDER W. P. B. CODE OF
	ORDNANCES
	CITY CODEARTICLE XVII FLOOD PREVENTION & CONTROL SEE
	ATTACHED DOCUMENT FOR COMPLIANCE. NOTE UNDER SECTION
	94-546(B)(2) NONRESIDENTIAL CONSTRUCTION COMPLIANCE
	THROUGH
	FLOOD PROOFING.SEE THE EXISTING MARGARET TIGHE
	MACHLIN THEATER FINISH FLOOR IS 5.13'N A VD 88. SEE
	CIVIL PLAN C-1.
	CITY CODE OF ORDNANCES
	94-546 (B)(2)NONRESIDENTIAL CONSTRUCTION.ALL NEW
	CONSTRUCTION
	OR SUBSTANTIAL IMPROVEMENT OF ANY COMMERCIAL,
	INDUSTRIAL OR OTHER NONRESIDENTIAL STRUCTURE SHALL
	EITHER HAVE THE LOWEST FLOOR, BASE FLOOD ELEVATION OR,
	TOGETHER WITH ATTENDANT UTILITY AND SANITARY
	FACILITIES, BE FLOOD PROOFED SO THAT BELOW SIX INCHES
	ABOVE THE FLOOD BASE LEVEL THE STRUCTURE IS WATERTIGHT,
	WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE PASSAGE OF
	WATER AND WITH STRUCTURAL COMPONENTS HAVING THE
	CAPABILITY OF RESISTING HYDROSTATIC AND HYDRODYNAMIC
	LOADS AND EFFECTS OF BUOYANCY. A REGISTERED
	PROFESSIONAL ENGINEER OR ARCHITECT SHALL CERTIFY THAT
	THE STANDARDS OF THIS SUBSECTION ARE SATISFIED. SUCH
	CERTIFICATION SHALL BE PROVIDED TO THE CITY ENGINEER.

	8-12 COMPLIED.

	13) COMPLIED, NOTED THE EXISTING DROP OFF ZONE FOR THE
	ROSARIAN ACADEMY IS AT THE MARY ALICE FORTIN BUILDING.

	14-28)COMPLIED.

	29) 2ND REQUEST,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.

	30)2ND REQUEST, 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.

	31)2ND REQUEST,FL BLD CODE 1609.1.4: COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
	INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS FOLLOWS:A)
	EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRS ?OK

	B) EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRS
	FL 6224- OK

	C) ROOF HATCHES: THIS WILL BE A PROVISO, IF AT TIME OF
	CERTIFICATE OF COMPLETION THE MANUFACTURER HAS NOT
	RECEIVED EITHER STATE APPROVAL OR A MIAMI-DADE NOAA
	LOCAL PRODUCT APPROVAL WILL NEED TO BE ACHIEVED BEFORE
	C/O.

	D) FIXED WINDOWS-OK

	E) OPERABLE WINDOWS-OK

	F) SPANDREL GLASS-OK

	G) MULLIONS VERTICAL AND HORIZONTAL PART OF NOA.

	H) WALL LOUVERS- OK

	I) STRUCTURAL ANCHORS TRUSS ANCHORS-NO APPROVALS
	SUBMITTED

	J) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS
	MODIFIED
	ROOF TILE AND ASSEMBLIES. NOA 06-0606.06 ENTEGRA
	TILE PLEASE HIGHLIGHT THE METHOD OF ATTACHMENT FOUND ON
	PAGES 4 & 5.

	MODIFIED, THIS INFORMATION WILL BE NEEDED FOR A REVIEW
	OF ROOFING PRODUCTS:
	THIS FLAT ROOF (MODIFIED) IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	_XX__NOTE ROOF IS OVER 4 FEET FROM GRADE, THE ROOF
	TABLE 1609.6.2.1(4) SEE HEIGHT
	ADJUSTMENT FACTOR 1.12.
	___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _XX__
	CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM TO BE
	USED.
	PAGES 9-26, PLEASE HIGHLIGHT WHICH SYSTEM WILL
	BE INSTALLED.
	_XX__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
	2& 3__ .
	_XX__ THE SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD
	THE FASTENER RESISTANCE BE LESS THAN THATREQUIRED, AS
	DETERMINED BY THE BUILDING OFFICIAL, A REVISED FASTENER
	SPACING, PREPARED , SIGNED AND SEALED BY A FLORIDA
	REGISTERED PROFESSIONAL ENGINEER, REGISTERED
	ARCHITECT OR REGISTERED ROOFCONSULTANT MAY BE
	SUBMITTED.
	___THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
	ENHANCED FASTENING ALLOWED.

	32) 2ND REQUEST, W P B ADMINISTRATIVE 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.

	33-35) COMPLIED.

	36) 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.

	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	2	Status	F	Date	2007-06-09			Cont ID
Sent By	jwitmer			Date	2007-06-09	Time	07:57	Rev Time	9.00
Received By	jwitmer			Date	2007-06-09	Time	07:57	Sent To

Notes

2007-06-09 10:50:04

	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 807 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	2NDREVIEW
	ACTION: DENIED

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

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

	3) BUILDING PROVISO:
	THIS NOTE IS FOR THE CONTRACTOR FOR DURING
	CONSTRUCTION,
	BEING IN THE WPB ADMINISTRATIVE CODE IF THE CONTRACTOR
	DOESN'T COMPLY IT IS
	AN AVENUE THAT CAN BE USED FOR ENFORCEMENT.
	NOTE:109.3.10* IMPACT OF CONSTRUCTION.
	ALL CONSTRUCTION ACTIVITY REGULATED BY
	THIS CODE SHALL BE PERMORMED IN A MANNER
	SO AS NOT TO ADVERSELY IMPACT THE
	CONDITION OF ADJACENT PROPERTY, UNLESS
	SUCH ACTIVITY IS PERMITTED TO AFFECT
	SAID PROPERTY PURSUANT TO A CONSENT BY
	THE APPLICABLE PROPERTY OWNER, UNDER
	TERMS & CONDITIONS AGREEABLE TO THE
	APPLICABLE PROPERTY OWNER.THIS INCLUDES
	BUT IS NOT LIMITED TO THE CONTROL OF
	DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
	DEBRIS, AND THE STORAGE OF CONSTRUCTION
	MATERIALS. NEW CONSTRUCTION ACTIVITY
	SHALL NOT ADVERSELY IMPACT HISTORIC
	SURFACE WATER DRAINAGE FLOWS SERVING
	ADJACENT PROPERTIES, & MAY REQUIRE
	SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE
	POSITIVE PATTERNS OF THE AFFECTED SITES.ACCORDINGLY,
	DEVELOPERS, CONTRACTORS,
	AND OWNERS OF ALL NEW RESIDENTIAL
	DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
	PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
	ITEMS, ON EXISTING PROPERTIES RESULTING
	IN A DECREASE IN EXCESS OF 800SQ FT OF
	PERMEABLE LAND AREA ON ANY PARCELL SHALL
	AS A PERMIT CONDITION, PROVIDE A
	PROFESSIONALLY PREPARED DRAINAGE PLAN
	CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE
	IMPROVEMENT, A CERTIFICATE FROM A
	LICENSED ENGINEER SHALL BE SUBMITTED TO
	THE INSPECTOR IN ORDER TO RECEIVE
	APPROVAL OF THE FINAL INSPECTION.

	4 )BUILDING PROVISO:
	THIS NOTE IS FOR THE CONTRACTOR FOR DURING
	CONSTRUCTION,
	BEING IN THE WPB ADMINISTRATIVE CODE IF THE CONTRACTOR

	DOESN'T COMPLY IT IS AN AVENUE THAT CAN BE USED FOR
	ENFORCEMENT.
	NOTE: 109.3.10.1 HURICANE PROTECTION.
	IT SHALL BE UNLAWFUL FOR ANY PERSON TO
	ALLOW CONSTRUCTION RELATED MATERIALS
	EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION
	SITE FROM 24 HRS. AFTER A HURRICANE
	WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN
	LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
	EQUIPMENT AND DEBRIS SHALL BE EITHER
	REMOVED FROM THE CONSTRUCTION SITE OR
	SECURED IN SUCH A MANNER AS TO MINIMIZE
	THE DANGER OF SUCH CONSTRUCTION
	MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH
	WINDS. ANY PERSONS WHO FAILS TO COMPLY TO REMOVE OR
	SECURE THE CONSTRUCTION
	MATERIALS EQUIPMENT AND DEBRIS WITHIN
	24 HRS AFTER A HURRICANE WATCH HAS BEEN
	ISSUED SHALL BE SUBJECT TO A FINE NOT TO
	EXCEED $500.00. IN ADDITION TO THE ABOVE, A LICENSED
	CONTRACTOR WHO VIOLATES THIS SECTION
	SHALL BE SUBJECT TO DISCIPLINE PURSUANT
	TO SECTION 113 OF THIS CHAPTER.

	5) 2ND REQUESST,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.

	6) COMPLIED.

	7) FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED BEFORE
	THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. THE ISSUE
	WITH THE FLOOD ELEVATION CERTIFICATE IS IT WILL BE
	REQUIRED FOR THE "WHOLE BUILDING" BEING THAT THE
	PROPOSED, THE ADDITION IS OVER 50% WORTH OF THE
	EXISTING BUILDING "SUBSTANTIAL IMPROVEMENTS" NEED TO BE
	MET UNDER W. P. B. CODE OD ORDANCES
	CITY CODEARTICLE XVII FLOOD PREVENTION & CONTROL SEE
	ATTACHED DOCUMENT FOR COMPLIANCE. NOTE UNDER SECTION
	94-546(B)(2) NONRESIDENTIAL CONSTRUCTION COMPLIANCE
	THROUGH
	FLOOD PROOFING.SEE THE EXISTING MARGARET TIGHE
	MACHLIN THEATER FINISH FLOOR IS 5.13'N A VD 88. SEE
	CIVIL PLAN C-1. A COPY OF THE CITY ORDANCE IS
	ATTACHED.

	8) COMPLIED.

	9A) COMPLIED.

	9B) COMPLIED.

	10)COMPLIED.

	11)2ND EQUEST, THE DESIGN ATEMPTED TO CORRECT THE
	PROBLEMS WITH THE TOP LANDING FOUND ON SHEET A4.1.4 BY
	REROUTING THE EGRESS PATH BY MAKING THE EGRESS PATH
	TURN AROUND THE COLUMN. THIS HAS CREATED TWO NEW
	ISSUES:

	11A) TOP LANDING AND THE NEWLY CREATED TURN, PLEASE SEE
	11-4.8.4(3)THE KEY IS IF RAMPS CHANGE DIRECTION "AT
	LANDINGS" THE MINIMUM LANDING SIZE SHALL BE 60" X 60".

	11B) THE SECOND ISSUE IS THE HAND RAIL AND RETAINING
	WALL DO PASS BY THE TOP OF THE SLOPED PART OF THE RAMP
	BUT WITH THE CHANGE IN DIRECTION AT THETOP LANDING
	THE HANDRAIL DOES STOP BUT THERE IS NO PROTECTION FOR
	EDGE PROTECTION (11-4.8.7) ALLOWING PEOPLE TO SLIP OFF
	THE EDGE.

	12)COMPLIED.

	13) 13) 2ND REQUEST,AT THIS TIME I WOULD LIKE TO MAKE
	A COMMENT ON THE RESPONCE TO # 14, WE TOTALLY AGREE
	WITH THE FLORIDA ATTORNEY GENERAL ADVISORY LEGAL
	OPINION THAT CHURCHES ARE EXEMPT FORM NOT ONLY ADA BUT
	CHAPTER 11 FLORIDA ACCESSIBILITY CODE, WITH THE
	CLARIFYING STATMENTFL S S 553.505(1995BY CHAP 97-76
	RELIEVED BUILDINGS USED FOR THE COMMUNAL RELIGIOUS
	OBSERVANCES FROM THE ACCESSIBITY REQUIREMENTS OF THIS
	ACT . THIS DID NOT INCLUDE HOSPITALS, SCHOOLS OR
	PORTIONS OF CHUCHES THAT WOULD BE RENTED OUT TO THE
	GENERAL PUBLIC, ONLY THE SANCTUARY, THE PLACE OF
	WORSHIP. PLEASE SEE MEMO DATED 8/16/1998 FROM THE
	ASSISTANT GENERAL COUNSEL ALFRED O. BRAGG, III. A COPY
	IS ATTACHED.

	LS2.1.0 THIS PLAN INDICATES THE FIRST FLOOR LEVEL,
	PLANS DO NOT INDICATE WHAT GRADE LEVELS THIS SCHOOL
	WILL BE USED FOR ELEMENTARYM OR MIDDLE SCHOOLS ETC? IT
	COULD BE ASSUMED THAT THERE WILL BE A CHILD DROP OFF
	ZONE, NOT DEPICTED ON THIS PLAN, IF CHILDREN ARE TO BE
	DROPPED OFF THE DROP OFF ZONE SHALL COMPLY WITH :
	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.

	14)COMPLIED.

	15) COMPLIED.

	16) ENLARGED STAIR PLAN FOUND ON SHEET A4.1.3 THANK YOU
	FOR THE ENLARGED LAYOUT PER FLOOR, THE DOOR SWING OVER
	THE REQUIREDLANDING ON THE SECOND FLOOR,1009.4 SEE
	EXCEPTION# 2. DOORS OPENING ONTO A LANDING SHALL NOT
	REDUCE THE LANDING TO LESS THAN ONE-HALF THE REQUIRED
	WIDTH. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE
	THAN 7 INCHES (178 MM) INTO A LANDING.

	17) COMPLIED.

	18) COMPLIED.

	19) COMPLIED.

	20) 2ND REQUEST, SHEET A2.2.1 THE CLASSROOM# 3
	INDICATES THE USE OF VERTICAL RISERS, SHOW COMPLIANCE
	WITH VERTICAL ACCESSIBILITY TO ALL LEVELS OF THE
	RISERS?11-4.1.2 VERTICAL ACCESSIBILITY, NOTHING IN
	THIS CODE SHALL BE CONSTRUED TO RELIEVE THE OWNER OF
	ANY BUILDING, SSTRUCTURE OR FACILITY FROM THE DUTY TO
	PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE OR
	BELOW THE OCCUPIAABLE GRADE LEVEL. PLEAS SEE THE
	ATTACHED MEMO THAT RELIGIOUS SCHOOLS ARE NOT EXEMPT
	FORM CHAPTER 11 FLORIDA ACCESSIBILITY. THE OPTION NOT
	TO PROVIDE VERTICAL ACCESSIBLITY IS TO APPLY TO THE
	STATE DEPARTMENT OF COMMUNITY AFFAIRS FLORIDA BUILDING
	COMMISSION. A COPY IS ATTACHED.

	21) 2ND REQUEST, SHEET A2.2.1 CLOSET 224E IS MISSING
	THE 18" ON THE PULL SIDE OF DOOR. 11-4.13.6 MANEUVERING
	CLEARENCES AT DOORS. MINIMUM MANEUVERING CLEARANCES 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 CLEARANCES SHALL BE CLEAR & LEVEL.
	OPENINGS MORE THAN 24" IN DEPTH SHALL COMPLY WITH
	SECTIONS 11-4.2.1AND 11-4.3.3. SEE FIGURE
	11-24(E).EXCEPTION: DOORS NOT REQUIRING FULL USER
	PASSAGE, SUCH AS SHALLOW CLOSETS, MAY HAVE THE CLEAR
	OPENINGS REDUCED TO 20 ".

	22) 2ND REQUEST, SHEET A2.2.1CLASSROOM# 2 (DRAMA) DOOR
	A/232A ALSO IS MISSING THE 18" ON THE PULL SIDE OF
	DOOR.11-4.13.6 MANEUVERING CLEARENCES AT DOORS. MINIMUM
	MANEUVERING CLEARANCES 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 CLEARANCES
	SHALL BE CLEAR & LEVEL.
	THE RESPONSE SHEET INDICATES THAT A FIRE EXTINGUISHER
	IS ON THE ADJACENT WALL SEE SECTION11-4.4 21 11-4.4.1
	GENERAL. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE,
	TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES
	AND 80 INCHES (685 MM AND 2030 MM) ABOVE THE FINISHED
	FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM)
	INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES
	[SEE FIGURE 8 (A)]. OBJECTS MOUNTED WITH THEIR LEADING
	EDGES AT OR BELOW 27 INCHES (685 MM) ABOVE THE FINISHED
	FLOOR MAY PROTRUDE ANY AMOUNT [SEE FIGURE 8 (A) AND
	FIGURE 8 (B)]. FREE-STANDING OBJECTS MOUNTED ON POSTS
	OR PYLONS MAY OVERHANG 12 IN (305 MM) MAXIMUM FROM 27
	INCHES TO 80 INCHES (685 MM TO 2030 MM) ABOVE THE
	GROUND OR FINISHED FLOOR [SEE FIGURE 8 (C) AND FIGURE 8
	(D)]. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR
	WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE [SEE
	FIGURE 8 (E)].

	23)2ND REQUEST, SHEET A2.2.1 GYMNASIUM DOES INDICATE
	DISSABLED SEATING ON THE MAIN FLOOR BUT NO SEATING
	ABOVE THE MAIN FLOOR, MISSING VERTICAL ACCESSIBILITY.
	11-4.1.2 VERTICAL ACCESSIBILITY, NOTHING IN THIS CODE
	SHALL BE CONSTRUED TO RELIEVE THE OWNER OF ANY
	BUILDING, STRUCTURE OR FACILITY FROM THE DUTY TO
	PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE OR
	BELOW THE OCCUPIAABLE GRADE LEVEL. 11-4.33.3 GIVES AN
	EXCEPTION IF THE FLOOR HAS A SLOPED FLOOR GREATER THAN
	5%. THE GYMNASIUM FLOOR HAS NO SLOPE. THE OWNER MAY
	WANT TO APPLY TO THE STATE FOR A VARIANCE TO THE
	VERTICAL ACCESSIBLITY REQUIREMENTS.RESPONSE
	INDICATES REFRENENCE TO FLORIDA ATTORNEY GENERAL
	STATEMENT ON CHURCHES. WE TOTALLY AGREE WITH THE
	FLORIDA ATTORNEY GENERAL ADVISORY LEGAL OPINION THAT
	CHURCHES ARE EXEMPT FORM NOT ONLY ADA BUT CHAPTER 11
	FLORIDA ACCESSIBILITY CODE, WITH THE CLARIFYING
	STATMENTFL S S 553.505(1995BY CHAP 97-76 RELIEVED
	BUILDINGS USED FOR THE COMMUNAL RELIGIOUS OBSERVANCES
	FROM THE ACCESSIBITY REQUIREMENTS OF THIS ACT . THIS
	DID NOT INCLUDE HOSPITALS, SCHOOLS OR PORTIONS OF
	CHUCHES THAT WOULD BE RENTED OUT TO THE GENERAL PUBLIC,
	ONLY THE SANCTUARY, THE PLACE OF WORSHIP. PLEASE SEE
	MEMO DATED 8/16/1998 FROM THE ASSISTANT GENERAL COUNSEL
	ALFRED O. BRAGG, III. A COPY IS ATTACHED.
	THE OPTION NOT TO PROVIDE VERTICAL ACCESSIBLITY IS TO
	APPLY TO THE STATE DEPARTMENT OF COMMUNITY AFFAIRS
	FLORIDA BUILDING COMMISSION. A COPY IS ATTACHED.

	24)2ND REQUEST,SHEET A3.2.1 DETAIL# 3,A 5.1.3
	DETAIL# 2 & S-8 DETAIL# 3 ALL INDICATETHAT THERE IS 2
	LAYERS OF SHEATHING ON TOP OF METAL DECK CONTNECTED TO
	METAL TRUSSES.
	IN ALL CASES THERE IS NO MENTION AS TO WHAT TYPE OF
	MATERIAL WILL MAKE UP THE 2 LAYERS OF ROOF SHEATHING?
	106.2.1*. ADDITIONAL INFORMATION REQUIRED.NOTED THE
	RESPONSE:SEE SPECIFICATIONS SECTION 06160-
	SHEATHING, WITHOUT THE PRODUCT APPROVALS THAT ARE TO BE
	SUPPLIED BY THE CONTRACTOR, WE DO NOT KNOW IF ONE OD
	THE DENSE DECK PRODUCTS CAN BE USED, SECOND IF IT WILL
	ALLOW THE ENHANCEDFASTENING THAT WILL BE NEEDED ON
	ZONES 2 & 3 AND THE THIRD AREA OF CONCERN WAS THERE ARE
	2 LAYERS OF SHEATHING , I'M ONLY ASSUMING THIS SECOND
	LAYER WOULD BETHE
	ROOF INSULATION SINCE THE PLANS DO NOT SHOW IT AT A
	LOWER LEVEL. AGAIN THE ROOFING REPORT AND THE SUBSYSTEM
	THAT HAS NOT YET BEEN IDENTIED WILL INDICATE THESE
	UNKNOWNS. SEE ROOFING ASSEMBLIES LISTED UNDER COMMENT
	(31I).

	25)2ND REQUEST,SHEET A5.1.1:PLANS INDICATE ON THE
	EXTERIOR OF THE BUILDING MOULDINGS AT VARIOUS AREAS,
	PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE TYPE OF
	MOULDING AND ATTACHMENT. 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.
	POLYURETHANE- ETYMOLOGY: INTERNATIONAL SCIENTIFIC
	VOCABULARY : ANY OF VARIOUS POLYMERS THAT CONTAIN NHCOO
	LINKAGES AND ARE USED ESPECIALLY IN FLEXIBLE AND RIGID
	FOAMS, ELASTOMERS, AND RESINS (AS FOR COATINGS)PLEASE
	SEE WE NEED TO SEE A REPORT THAT THIS PRODUCT MEETS THE
	TEST OF NONCOMBUSTIBILITY AND FOR WIND, (2) SEPERATE
	REPORTS.
	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.

	25B)2ND REQUEST, BAR JOIST ALSO INDICATE SPRAY ON
	FIREPROOFING, PLEASE PROVIDE THE MANUFACTURER'S
	ADDITIONAL INFORMATION AS TO THE PRODUCT INFORMATION,
	106.2.1*
	TABLE 601 BUILDING ELEMENT RATINGS FOR A TYPE IIA
	BUILDING.

	25C)2ND REQUEST, PLANS ALSO INDICATE THE USE OF 12"
	BLOCK WITH FOAM IN PLACE INFORMATION, PLEASE PROVIDE
	PRODUCT INFORMATION, 106.2.1*. RESPONSE INDICATES SEE
	SPECS 7215. PLEASE PROVIDE THE MANUFSTURER'S COMPLIANCE
	WITH 1.4 SEEFETY PRECAUTIONS MEETING THE REQUIREMENTS
	OF ASTM C 930. ALSO PROVIDE AT WHAT DENSITY THE FOAM
	WILL BE USED TO PROVIDE WHAT R-FACTOR. ALSO PROVIDE THE
	FIRE PROTECTION CHARACTERISTICS OF BEING EEITHER SELF
	EXTINGUISHING OR NON-COMBUSTIBLE.

	26)2ND REQUEST,A5.2.1 PLEASE PROVIDE A CROSS
	SECTION OF THE SPANDREL GLASS AND SLAB DETAIL PROVIDING
	INFORMATION AS TO FIRE RATING AND MATERIALS USED TO DO
	SO. PLEASE ALSOPROVIDE THE UL LISTING FOR THIS
	HORIZONTAL FLOOR ASSEMBLY. 711.3 FIRE RESISTANCE
	RATING. THE RESPONSE DOES PROVIDE A NEW DETAIL , DETAIL
	27/ A6.1.2 BUT THERE IS NO FIRE ASSMBLY LISTING
	PROVIDED.

	27)COMPLIED.

	28)COMPLIED.

	29) 2ND REQUEST,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.

	30)2ND REQUEST, 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

	31)2ND REQUEST,FL BLD CODE 1609.1.4: COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
	INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS FOLLOWS:A)
	EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRSB)
	EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRSC)
	ROOF HATCHES
	D) FIXED WINDOWS
	E) OPERTABLE WINDOWS
	F) SPANDREL GLASS
	G) MULLIONS VERTICAL AND HORIZONTAL
	H) WALL LOUVERS
	I) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS
	MODIFIED,
	J) STRUCTURAL ANCHORS TRUSS ANCHORS
	ROOF TILE AND ASSEMBLIES.
	THIS INFORMATION WILL BE NEEDED FOR A REVIEW OF ROOFING
	PRODUCTS:
	THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	___ CONTRACTOR DID NOT PROVIDE THE MEAN

	ROOF HEIGHT.

	___ CONTRACTOR DID NOT INDICATE THE ROOF
	PITCH.

	___ CONTRACTOR FAILED TO INDICATE WHICH
	SYSTEM TO BE USED.

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

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

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

	32) 2ND REQUEST, 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.

	33) COMPLIED.

	34) COMPLIED.

	35)2ND REQUEST,A9.1.1500 SERIES CONCRETE MASONARY
	UNITS VARIOUS SHEETS INDICATE THE BLOCK TO BE PART OF A
	RATED ASSEMBLY, BUT THERE IS NO INFORMATION HOW THE 1
	HR RATING WILL BE MAINTAINED WHEN ADJOINING TO PAN
	DECK? SECTION 713.1 FIRE RESISTANT JOINT SYSTEMS PLEASE
	PROVIDE THE U L LISTING.

	713.1 GENERAL. JOINTS INSTALLED IN OR BETWEEN
	FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING
	ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL
	BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM
	DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME
	PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE
	RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH
	IT IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS SHALL BE
	TESTED IN ACCORDANCE WITH SECTION 713.3 . THE VOID
	CREATED AT THE INTERSECTION OF A FLOOR/CEILING ASSEMBLY
	AND AN EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE
	PROTECTED IN ACCORDANCE WITH SECTION 713.4 .

	713.3 FIRE TEST CRITERIA.

	FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
	ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E 1966
	OR UL 2079. NONSYMMETRICAL WALL JOINT SYSTEMS SHALL BE
	TESTED WITH BOTH FACES EXPOSED TO THE FURNACE, AND THE
	ASSIGNED FIRE-RESISTANCE RATING SHALL BE THE SHORTEST
	DURATION OBTAINED FROM THE TWO TESTS. WHEN EVIDENCE IS
	FURNISHED TO SHOW THAT THE WALL WAS TESTED WITH THE
	LEAST FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE,
	SUBJECT TO ACCEPTANCE OF THE BUILDING OFFICIAL, THE
	WALL NEED NOT BE SUBJECTED TO TESTS FROM THE OPPOSITE
	SIDE.
	EXCEPTION: FOR EXTERIOR WALLS WITH A HORIZONTAL FIRE
	SEPARATION DISTANCE GREATER THAN 5 FEET (1524 MM), THE
	JOINT SYSTEM SHALL BE REQUIRED TO BE TESTED FOR
	INTERIOR FIRE EXPOSURE ONLY.

	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 .

	36) 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.

	37)THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL
	BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM
	'THE SITE'.A 'UNITY OF TITLE' SHALL BE RECORDED AT
	THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED
	'UNITY OF OF TITLE' DOCUMENT SO THAT FBC TABLE 601
	BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT
	APPLICABLE.


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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2006-12-04			Cont ID
Sent By	jwitmer			Date	2006-12-04	Time	13:46	Rev Time	8.88
Received By	jwitmer			Date	2006-12-04	Time	13:46	Sent To

Notes

2006-12-04 16:24:25


	BUILDING PLAN REVIEW
	PERMIT: 06110152
	ADD: 807 N. FLAGLER DR.
	CONT: ANDERSON-MOORE
	TEL: (561)662-1819


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

	1STREVIEW
	ACTION: DENIED

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

	2) FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED
	WITH THE CLERK OF THE COURT BEFORE A
	PERMIT WILL BE ISSUED. NOTE: 713.13(2)
	IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS

	NOT ACTUALLY COMMENCED
	WITHIN 90 DAYS AFTER THE RECORDING
	THEREOF, SUCH NOTICE IS NULL & VOID.

	3) NOTE:109.3.10* IMPACT OF CONSTRUCTION.
	ALL CONSTRUCTION ACTIVITY REGULATED BY
	THIS CODE SHALL BE PERMORMED IN A MANNER
	SO AS NOT TO ADVERSELY IMPACT THE
	CONDITION OF ADJACENT PROPERTY, UNLESS
	SUCH ACTIVITY IS PERMITTED TO AFFECT
	SAID PROPERTY PURSUANT TO A CONSENT BY
	THE APPLICABLE PROPERTY OWNER, UNDER
	TERMS & CONDITIONS AGREEABLE TO THE
	APPLICABLE PROPERTY OWNER.THIS INCLUDES
	BUT IS NOT LIMITED TO THE CONTROL OF
	DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
	DEBRIS, AND THE STORAGE OF CONSTRUCTION
	MATERIALS. NEW CONSTRUCTION ACTIVITY
	SHALL NOT ADVERSELY IMPACT HISTORIC
	SURFACE WATER DRAINAGE FLOWS SERVING
	ADJACENT PROPERTIES, & MAY REQUIRE
	SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE
	POSITIVE PATTERNS OF THE AFFECTED SITES.ACCORDINGLY,
	DEVELOPERS, CONTRACTORS,
	AND OWNERS OF ALL NEW RESIDENTIAL
	DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
	PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
	ITEMS, ON EXISTING PROPERTIES RESULTING
	IN A DECREASE IN EXCESS OF 800SQ FT OF
	PERMEABLE LAND AREA ON ANY PARCELL SHALL
	AS A PERMIT CONDITION, PROVIDE A
	PROFESSIONALLY PREPARED DRAINAGE PLAN
	CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE
	IMPROVEMENT, A CERTIFICATE FROM A
	LICENSED ENGINEER SHALL BE SUBMITTED TO
	THE INSPECTOR IN ORDER TO RECEIVE
	APPROVAL OF THE FINAL INSPECTION.

	4) NOTE: 109.3.10.1 HURICANE PROTECTION.
	IT SHALL BE UNLAWFUL FOR ANY PERSON TO
	ALLOW CONSTRUCTION RELATED MATERIALS
	EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION
	SITE FROM 24 HRS. AFTER A HURRICANE
	WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN
	LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
	EQUIPMENT AND DEBRIS SHALL BE EITHER
	REMOVED FROM THE CONSTRUCTION SITE OR
	SECURED IN SUCH A MANNER AS TO MINIMIZE
	THE DANGER OF SUCH CONSTRUCTION
	MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH
	WINDS.
	ANY PERSONS WHO FAILS TO COMPLY TO
	REMOVE OR SECURE THE CONSTRUCTION
	MATERIALS EQUIPMENT AND DEBRIS WITHIN
	24 HRS AFTER A HURRICANE WATCH HAS BEEN
	ISSUED SHALL BE SUBJECT TO A FINE NOT TO
	EXCEED $500.00.
	IN ADDITION TO THE ABOVE, A LICENSED
	CONTRACTOR WHO VIOLATES THIS SECTION
	SHALL BE SUBJECT TO DISCIPLINE PURSUANT
	TO SECTION 113 OF THIS CHAPTER.

	5)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.

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

	7) PROVIDE FLOOD ZONE ELEVATION
	CERTIFICATE FOR NEW CONSTRUTION WITH
	BASE FLOOD ELEVATION, CITY CODE REQUIRES
	AN ADDITIONAL 6".

	8)SHEET LS2.1.0 THE EXISTING AUDITORIUM (SOUTHWEST
	CORNER) 4 SETS OF DOUBLE DOORS
	2 SETS SAY NO EXITS THERE IS NO EXIT SIGNS LOCATED AT
	THE OTHER
	REMAINING DOORWAY.IF IN FACT THE 2 REMAINING
	DOORWAYS ARE THE REQUIRED EXITS
	THE ISSUE IS THE SOUTH PAIR OF DOORS, AS AN ACCESSIBLE
	MEANS OFEGRESS.THERE
	APPEARS TO BE A NEW RETAINING WALL AND STAAIRWAY.
	PLEASE PROVIDE THE DIMENSION
	FROM THE CORNER OF THE BUILDING TO THE END OF THE
	HORIZONTAL PROJECTION OF THE STAIR
	HANDRAIL?
	1020.2 WIDTH. THE WIDTH OF EXIT PASSAGEWAYS SHALL BE
	DETERMINED AS SPECIFIED IN
	SECTION 1005.1 BUT SUCH WIDTH SHALL NOT BE LESS THAN 44
	INCHES (1118 MM), EXCEPT
	THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT LOAD OF LESS
	THAN 50 SHALL NOT BE LESS
	THAN 36 INCHES (914 MM) IN WIDTH.

	9A) SHEET LS2.1.0 STAIR# 4 VERSES THE CORRIDOR DIRECTLY
	TO THE NORTH. THE CORRIDOR
	INDICATES THERE WILL BE AN OCCUPANT LOAD OF 203, BUT
	SCALES OUT TO BE APPROXIMATELY 4.5' NOT THE MINIMUM
	REQUIRED 72".
	1016.2 EXCEPTION# 4.SEVENTY-TWO INCHES (1829 MM) IN
	GROUP E WITH A
	CORRIDOR HAVING A REQUIRED CAPACITY OF 100 OR MORE.
	NOTE THE ENLARGED EXISTING AUDITORIUM FLOOR EGRESS PLAN
	DOES NOT HAVE A SCALE TO REFRENCE TOO.

	9B) SHEET LS2.10 FIRST FLOOR LOBBY INDICATES AN
	OCCUPANT LOAD, BUT THE ENTRY NOR THE ELEVATOR LOBBY DO
	NOT SHOW AN OCCUPANT LOAD, THE SAME HOLDS TRUE FOR THE
	2ND FLOOR ELEVATOR LOBBY,
	CAN BE CONSIDERED A PREFUNCTION AREA. TAKE OUT THE
	REQUIRED EGRESS PATH AND ASIGN AN
	OCCUPANT LOAD TO THE REMAINING AREA.TABLE 1004.1.2.
	THIS MAY REQUIRE ADDITIONAL EXITS TABLE 1018.1 AND THE
	AMOUNT OF ACCESSIBLE ENTRANCES.

	10)LS2.1.0 & A4.1.4 FIRST FLOOR ENTRY RAMP, THE
	INTERMEDIATE LANDING
	DOES NOT MEET THE REQUIRED MINIMUM LANDING SIZE.
	11-4.8.4(3) IF RAMPS
	CHANGE DIRECTION AT LANDINGS, THE MINIMUM LANDING SIZE
	SHALL BE 60" X 60".

	11)A4.1.4 FIRST FLOOR ENTRY RAMP THERE IS A COLUMN AT
	THE TOP
	OF THE LANDING WITH A CLEAR MEASUREMENT OF 3'-0".
	11-4.8.3. CLEAR WIDTH. THE MINIMUM
	CLEAR WIDTH OF A RAMP SHALL BE 36".
	EXCEPTION: RAMPS THAT ARE PART OF A
	REQUIRED MEANS OF EGRESS SHALL NOT BE
	LESS THAN 44 INCHES WIDE.

	12) A4.1.4 RAMP WITH HANDRAILS SHOWS A DIMENSION OF
	3'-7 1/4" OVER ALL WHERE AS
	11-4.8.3 REQUIRES A 44" CLEAR WIDTH, SEE FIGURE 17 44"
	IS TAKEN BETWEEN THE HANDRAILS.

	13) LS2.1.0 THIS PLAN INDICATES THE FIRST FLOOR LEVEL,
	PLANS DO NOT INDICATE
	WHAT GRADE LEVELS THIS SCHOOL WILL BE USED FOR
	ELEMENTARYM OR MIDDLE
	SCHOOLS ETC? IT COULD BE ASSUMED THAT THERE WILL BE A
	CHILD DROP OFF ZONE,
	NOT DEPICTED ON THIS PLAN, IF CHILDREN ARE TO BE
	DROPPED OFF THE DROP OFF
	ZONE SHALL COMPLY WITH : 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.

	14) SHEET LS2.1.0 INDICATES THE USE OF DISSABLED
	PARKING IN THE GARAGE, NO INFORMATION ON "VAN
	ACCESSIBLE "
	PARKING.
	11-4.6.4 SIGNAGE.
	EACH ACCESSIBLE PARKING SPACE MUST BE PROMINENTLY
	OUTLINED WITH BLUE PAINT, AND
	MUST BE REPAINTED AS NECESSARY, TO BE CLEARLY
	DISTINGUISHABLE AS A PARKING SPACE
	DESIGNATED FOR PERSONS WHO HAVE DISABILITIES AND MUST
	BE POSTED WITH A PERMANENT
	ABOVE-GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF
	ACCESSIBILITY, MEETING THE
	REQUIREMENTS OF COLOR AND DESIGN APPROVED BY THE
	DEPARTMENT OF TRANSPORTATION, OF
	SECTION 11-4.30.7 AND THE CAPTION ?PARKING BY DISABLED
	PERMIT ONLY.? SUCH
	SIGN ERECTED AFTER OCTOBER 1, 1996, MUST INDICATE THE
	PENALTY FOR ILLEGAL USE OF THE SPACE.
	VAN ACCESSIBLE PARKING SPACES LOCATED WITHIN A PARKING
	STRUCTURE SHALL HAVE AN
	ADDITIONAL SIGN READING ?VAN ACCESSIBLE? MOUNTED BELOW
	THE SYMBOL OF ACCESSIBILITY.
	SUCH SIGNS SHALL BE LOCATED SO THEY CANNOT BE OBSCURED
	BY A VEHICLE PARKED IN THE SPACE.

	15) SIGNAGE REQUIEMENTS: 11-4.1.2(7) (7)BUILDING
	SIGNAGE. SIGNS WHICH DESIGNATE
	PERMANENT ROOMS AND SPACES SHALL COMPLY WITH SECTIONS
	11-4.30.1 , 11-4.30.4 ,
	11-4.30.5 AND 11-4.30.6 . OTHER SIGNS WHICH PROVIDE
	DIRECTION TO, OR INFORMATION ABOUT,
	FUNCTIONAL SPACES OF THE BUILDING SHALL COMPLY WITH
	SECTIONS 11-4.30.1 , 11-4.30.2 ,
	11-4.30.3 , AND 11-4.30.5 . ELEMENTS AND SPACES OF
	ACCESSIBLE FACILITIES WHICH SHALL
	BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF
	ACCESSIBILITY AND WHICH SHALL COMPLY WITH
	SECTION 11-4.30.7 ARE:
	(A)PARKING SPACES DESIGNATED AS RESERVED FOR
	INDIVIDUALS WITH DISABILITIES;
	(B)ACCESSIBLE PASSENGER LOADING ZONES;
	(C) ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE
	(INACCESSIBLE ENTRANCES

	16)PLEASE IDENTIFY ON EITHER LIFE SAFETY OR
	ACHITECTURAL PLAN A CUT SECTION
	THROUGH THE STAIRWELLS TO TIE TO THE SECTIONS ON
	A5.2.1/ A5.2.2.

	17) SHEET A5.2.1 STAIR WELL DETAIL# 2 IS MISSING THE
	1'-0" HORIZONTAL EXTENSION ,
	EVEN THOUGH THERE ISA NOTE INDICATING SUCH!
	11-4.9.4(2)

	18)SHEET A5.2.1/ A5.2.2 BOTH INDICATE STEEL STAIRS
	,PLEASE NOTE
	OPEN RISERS ARE NOT PERMITTED. 11-4.9.2.

	19) A2.1.1 PLEASE PROVIDE SIGNAGE IN STAIR TOWER# 1 AS
	TO WHICH DOOR
	LEADS YOU TO THE EXTERIOR OF THE BUILDING AND NOT BACK
	INTO THE PARKING GARAGE.
	PLEASE PROVIDE THE SAME SIGNAGE FOR STAIR TOWER# 2.

	20)SHEET A2.2.1 THE CLASSROOM# 3 INDICATES THE USE OF
	VERTICAL RISERS, SHOW COMPLIANCE WITH VERTICAL
	ACCESSIBILITY TO ALL LEVELS OF THE RISERS?11-4.1.2
	VERTICAL ACCESSIBILITY,
	NOTHING IN THIS CODE SHALL BE CONSTRUED
	TO RELIEVE THE OWNER OF ANY BUILDING,
	SSTRUCTURE OR FACILITY FROM THE DUTY TO
	PROVIDE VERTICAL ACCESSIBILITY TO ALL
	LEVELS ABOVE OR BELOW THE OCCUPIAABLE
	GRADE LEVEL.

	21) SHEET A2.2.1 CLOSET 224E IS MISSING THE 18" ON THE
	PULL SIDE OF DOOR.
	11-4.13.6 MANEUVERING CLEARENCES
	AT DOORS. MINIMUM MANEUVERING CLEARANCES
	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 CLEARANCES SHALL BE
	CLEAR & LEVEL.

	22) SHEET A2.2.1CLASSROOM# 3 (DRAMA) DOOR A/232A ALSO
	IS
	MISSING THE 18" ON THE PULL SIDE OF DOOR.11-4.13.6
	MANEUVERING CLEARENCES
	AT DOORS. MINIMUM MANEUVERING CLEARANCES
	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 CLEARANCES SHALL BE
	CLEAR & LEVEL.

	23) SHEET A2.2.1 GYMNASIUM DOES INDICATE DISSABLED
	SEATING ON THE MAIN FLOOR BUT NO
	SEATING ABOVE THE MAIN FLOOR, MISSING VERTICAL
	ACCESSIBILITY.
	11-4.1.2 VERTICAL ACCESSIBILITY,
	NOTHING IN THIS CODE SHALL BE CONSTRUED
	TO RELIEVE THE OWNER OF ANY BUILDING,
	SSTRUCTURE OR FACILITY FROM THE DUTY TO
	PROVIDE VERTICAL ACCESSIBILITY TO ALL
	LEVELS ABOVE OR BELOW THE OCCUPIAABLE
	GRADE LEVEL. 11-4.33.3 GIVES AN EXCEPTION IF THE FLOOR
	HAS A
	SLOPED FLOOR GREATER THAN 5%. THE GYMNASIUM FLOOR HAS
	NO SLOPE.
	THE OWNER MAY WANT TO APPLY TO THE STATE FOR A
	VARIANCE

	TO THE VERTICAL ACCESSIBLITY
	REQUIREMENTS.

	24)SHEET A3.2.1 DETAIL# 3,A 5.1.3DETAIL# 2 & S-8
	DETAIL# 3 ALL INDICATE
	THAT THERE IS 2 LAYERS OF SHEATHING ON TOP OF METAL
	DECK CONTNECTED TO METAL TRUSSES.
	IN ALL CASES THERE IS NO MENTION AS TO WHAT TYPE OF
	MATERIAL WILL MAKE UP THE 2
	LAYERS OF ROOF SHEATHING? 106.2.1*. ADDITIONAL
	INFORMATION REQUIRED.

	25)SHEET A5.1.1:
	25A) PLANS INDICATE ON THE EXTERIOR OF THE BUILDING
	MOULDINGS AT VARIOUS AREAS, PLEASE PROVIDE ADDITIONAL
	INFORMATION AS TO THE TYPE OF MOULDING AND ATTACHMENT.
	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.

	25B)BAR JOIST ALSO INDICATE SPRAY ON FIREPROOFING,
	PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE PRODUCT
	INFORMATION, 106.2.1*

	25C)PLANS ALSO INDICATE THE USE OF 12" BLOCK WITH
	FOAM IN PLACE INFORMATION, PLEASE PROVIDE PRODUCT
	INFORMATION, 106.2.1*.

	26)A5.2.1 PLEASE PROVIDE A CROSS SECTION OF THE
	SPANDREL GLASS AND SLAB DETAIL
	PROVIDING INFORMATION AS TO FIRE RATING AND MATERIALS
	USED TO DO SO. PLEASE ALSO
	PROVIDE THE UL LISTING FOR THIS HORIZONTAL FLOOR
	ASSEMBLY. 711.3 FIRE RESISTANCE RATING.

	27)SHEET A5.2.3STAIR DETAIL# 1. PLANS INDICATE THE
	CENTER HANDRAILS BUT NOT THE OUTER GUARDRAILS.1012.1.

	28)A7.2.1 DOOR SCHEDULE INDICATES DOOR RATINGS AS "B"
	RATINGS, PLEASE
	SEE TABLE 715.3 DOOR RATINGS ARE INDICATIED IN HRS. B
	LABEL DOORS COULD HAVE A 1 HR RATING

	29)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.

	30)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

	31)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) EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRSB)
	EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRSC)
	ROOF HATCHES
	D) FIXED WINDOWS
	E) OPERTABLE WINDOWS
	F) SPANDREL GLASS
	G) MULLIONS VERTICAL AND HORIZONTAL
	H) WALL LOUVERS
	I) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS
	MODIFIED,
	J) STRUCTURAL ANCHORS TRUSS ANCHORS
	ROOF TILE AND ASSEMBLIES.
	THIS INFORMATION WILL BE NEEDED FOR A REVIEW OF ROOFING
	PRODUCTS:
	THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	___ CONTRACTOR DID NOT PROVIDE THE MEAN

	ROOF HEIGHT.

	___ CONTRACTOR DID NOT INDICATE THE ROOF
	PITCH.

	___ CONTRACTOR FAILED TO INDICATE WHICH
	SYSTEM TO BE USED.

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

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

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

	32) )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.

	33) S-3.1 DISCREPANCY, TRUSS ANCHOR SCHEDULE THE VALUE

	FOR THE ANCHORS IS REVERSED, PLEASE SEE ATTACHED SHEET
	FROM SIMPSON STRONGTIE.

	34)SHEET LS2.2.0 & LS2.3.0 PLEASE PROVIDE
	DOCUMENTATION OR COMPLIANCE WITH:
	1025.4.1 EVERY ROOM OR SPACE GREATER THAN 250 SQUARE
	FEET (23.2 M 2 ) IN EDUCATIONAL
	OCCUPANCIES USED FOR CLASSROOM OR OTHER EDUCATIONAL
	PURPOSES OR NORMALLY SUBJECT TO
	STUDENT OCCUPANCY AND EVERY ROOM OR SPACE NORMALLY
	SUBJECT TO CLIENT OCCUPANCY,
	OTHER THAN BATHROOMS, IN GROUP D OCCUPANCIES SHALL HAVE
	NOT LESS THAN ONE OUTSIDE
	WINDOW FOR EMERGENCY RESCUE THAT COMPLIES WITH THE
	FOLLOWING:
	1.SUCH WINDOWS SHALL BE OPENABLE FROM THE INSIDE
	WITHOUT THE USE OF TOOLS AND SHALL
	PROVIDE A CLEAR OPENING OF NOT LESS THAN 20 INCHES (508
	MM) IN WIDTH, 24 INCHES
	(610 MM) IN HEIGHT, AND 5.7 SQUARE FEET (0.53 M 2 ) IN
	AREA.
	2.THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN
	44 INCHES (1118 MM) ABOVE
	THE FLOOR, AND ANY LATCHING DEVICE SHALL BE CAPABLE OF
	BEING OPERATED FROM NOT MORE
	THAN 54 INCHES (1372 MM) ABOVE THE FINISHED FLOOR.

	35)A9.1.1 500 SERIES CONCRETE MASONARY UNITS VARIOUS
	SHEETS
	INDICATE THE BLOCK TO BE PART OF A RATED ASSEMBLY, 1
	HR

	BUT THERE IS NO INFORMATION HOW THE 1 HR RATING WILL BE
	MAINTAINED
	WHEN ADJOINING TO PAN DECK? SECTION 713.1 FIRE
	RESISTANT JOINT SYSTEMS

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

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

Review Stop	E			ELECTRICAL
Rev No	9	Status	F	Date	2009-04-03			Cont ID
Sent By	dpalmer			Date	2009-04-03	Time	15:04	Rev Time	0.00
Received By	dpalmer			Date	2009-04-03	Time	15:04	Sent To

Notes

2009-04-03 15:04:28	TEMPORARY DENIED


	1) NOTE: CALLED AND SPOKE WITH ROSE.
	NEED TO COORDINATE ALL SETS INTO COMPLETE SETS WITH ALL
	NEW SHEETS INSERTED. ANY MISSING SHEETS NEED TO BE
	PLACED INTO SETS.

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

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

Review Stop	E			ELECTRICAL
Rev No	8	Status	P	Date	2008-08-14			Cont ID
Sent By	dpalmer			Date	2008-08-14	Time	09:02	Rev Time	0.00
Received By	dpalmer			Date	2008-08-14	Time	09:02	Sent To	PC

Notes

2008-08-14 09:05:51	THIS NEW BUILDING SHALL HAVE NOTHAVE ANY SYSTEMS FROM
	THE EXISTING THEATRE BUILDIING. PLANS INDICATE A 4HR
	FIRE WALL AND ALL SHALL BE SEPARATE INCLUDING LOW
	VOLTAGE, FIRE SPRINKLERS ETC

	SHEET 5.1 STILL INDICATES MAIN 2 OF 2 FOR CALCULATIONS.

Review Stop	E			ELECTRICAL
Rev No	7	Status	F	Date	2009-02-13			Cont ID
Sent By	dpalmer			Date	2009-02-13	Time	14:12	Rev Time	0.00
Received By	dpalmer			Date	2009-02-13	Time	14:12	Sent To

Notes

2009-02-13 14:13:04	DENIED REVIEW

	REVISIONS


	1) NOTE: PLEASE GO THROUGH AND COORDINATE ALL CHANGES
	AND REVISIONS.

	FOR EXAMPLE: SHEET E4.1 NOW HAS EQUIPMENT AND MAINS IN
	THE MAIN ELECTRICAL ROOM REMOVED HOWEVER THE POWER
	PLANS STILL SHOW THIS EQUIPMENT AND OTHER EQUIPMENT. IF
	THIS EQUIPMENT AND OTHERS ARE NO LONGER LOCATED IN THIS
	ROOM PLEASE SUBMIT PLANS FOR NEW LOCATION(S).
	110.26,240.24, 230.71,230.71 ETC

	FOR EXAMPLE: PLEASE SEE RISER AS MAIN IS STILL NOTED AS
	MAIN 2 OF 2. THIS WOULD BE MAIN ONE IF THIS IS STILL A
	SEPARATE BUILDING AS STATED IN PREVIOUS REVIEWS AND
	REVISIONS.
	230.2E

	FOR EXAMPLE: RISER NOW SHOWS A REVISION WITH THE
	ADDITION OF A NEW PANEL L2AB HOWEVER THE RISER SHOWS
	THIS PANEL BEING FED FROM DP2A. IF YOU GO TO THE
	PANEL DP2A YOU WILL NOT FIND ANY SUCH PANEL.

	** PLEASE COORDINATE ALL OF THE ABOVE.
	215.5,230,240,220 ETC

	2) NOTE: PLEASE REMOVE DESIGNATION OF IT ROOM FROM ALL
	SHEETS AS THIS DOES NOT MEET 645.4. PLEASE ALSO INCLUDE
	NOTE WHICH WILL STATE:
	THIS IS NOT AN IT ROOM WIRING METHODS PER NEC 645 NOT
	PERMITTED. (OR WORDS TO THAT AFFECT).



	** NOT ALL NOTES PROVIDED ON SHEETS SUBMITTED DENOTING
	CHANGES MATCH WITH PLANS.



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

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


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

Review Stop	E			ELECTRICAL
Rev No	6	Status	F	Date	2008-07-17			Cont ID
Sent By	dpalmer			Date	2008-07-17	Time	08:55	Rev Time	0.00
Received By	dpalmer			Date	2008-07-17	Time	08:54	Sent To

Notes

2008-07-17 08:55:45	DENIEDREVISIONS


	1) NOTE:PLEASE PROVIDE WHERE THE MAIN ONE OF ONE
	WENT. PLEASE KNOW ALL MAINS SHALL BE GROUPED PER
	230.72.
	THE EXISTING ELECTRICAL ROOM SERVICE EQUIPMENT IS NO
	LONGER ON PLANS YET THIS BUILDING IS PART OF THE NEW
	BUILDING.
	IT IS UNCLEAR WHAT THE INTENT IS AND WHERE ELECTRICAL
	SERVICE EQUIPMENT IS.
	230.70,230.2,230.71,230.72, 230.76, 230.79

	** CALLED WAS PLACED TO ENGINEER, AS OF REVIEW NOTES
	WAITING FOR RETURN CALL.

	2) NOTE: REVISED EENRGY CALCULATIONS NOT REVIEWED. NEED
	TO SUBMI WITH ANY OTHER CHANGES DURING PROJECT BEFORE
	FINAL.



	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	5	Status	P	Date	2007-11-09			Cont ID
Sent By	dpalmer			Date	2007-11-09	Time	16:54	Rev Time	0.00
Received By	dpalmer			Date	2007-11-09	Time	16:54	Sent To

Notes

2007-11-09 16:56:12	PASSED WITH CONDITIONS.

	ENERGY CALCULATIONS PENDING MECH REVIEW. ELEC OK.

	** ADDRESS IS STILL NEEDED TO BE CHNAGED ON ALL
	DOCUMENTS ON TITLE BLOCKS TO 821 N FLAGLER.

Review Stop	E			ELECTRICAL
Rev No	4	Status	F	Date	2007-11-03			Cont ID
Sent By	dpalmer			Date	2007-11-03	Time	10:45	Rev Time	0.00
Received By	dpalmer			Date	2007-11-02	Time	16:49	Sent To

Notes

2007-11-03 10:45:15
	DENIED 4TH REVIEW


	1) NOTE: PLEASE SEE THE ENERGY CALCULATIONS AS
	SUBMITTED ARE IN NEED OF COMPLIANCE WITH THE FBC
	CHAPTER 13.
	PLEASE SEE THE VERSION AS NOW SUBMITTED IS INCORRECT
	FOR THE PERMIT APPLIED DATE. THIS PROJECT WAS SUBMITTED
	UNDER THE 2004 FBC BEFORE THE DECEMBER 8TH, 2006
	CHANGES THEREFORE THE VERSION AS ADOPTED SHOULD BE
	2.11. THE VERSION WHICH IS NOW BEING SUBMITTED FOR THE
	FIRST TIME IS 2.5 WHICH WAS NOT ADOPTED UNTIL DECEMBER
	8TH, 2006.
	13-415.1.A, 13- 400.3.A

	2) NOTE: PLEASE SEE THAT THERE WERE COMMENTS DATED
	8/28/07 FROM THE ADDRESSING REVIEW WHICH STATES THE NEW
	ADDRESS WILL BE ASSIGNED AS 821 N. FLAGLER AND THAT ALL
	DOCUMENTS, PLANS PERMIT APPLICATION WOULD NEED TO BE
	REVISED ACCORDINGLY. THIS WAS NOT DONE. THIS WAS NOT ON
	ELECTRICAL REVIEW COMMENTS AS THE CHANGE OF ADDRESS WAS
	NOT KNOWN. THIS IS BEING CONFIRMED WITH THE ADDRESSING
	REVIEWER BEFORE CHANGES ARE TO BE MADE TO ALL SHEETS.
	THE NEW ELECTRICAL SERVICE RE-FEEDS THE EXISTING
	BUILDING WHICH FACES FLAGLER.
	IF THE ADDRESS IS CONFIRMED AS 821, THEN THESE CHANGES
	CAN BE DONE BY PRINTING/CHANGING NUMERICAL DESIGNATIONS
	ON PLANS. THIS IS ALL TO BE CONFIRMED.

	** PLEASE ADDRESS COMMENT NUMBER #1 ABOVE. PLEASE KNOW
	THE ELECTRICAL PLANS ARE OK, AND ALL THREE SETS HAVE
	BEEN STAMPED.
	THE NEW REVISED ENERGY CALCULATIONS UNDER THE 2.11
	VERSION ARE YET TO BE REVIEWED.

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

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

Review Stop	E			ELECTRICAL
Rev No	3	Status	F	Date	2007-08-26			Cont ID
Sent By	dpalmer			Date	2007-08-26	Time	13:30	Rev Time	0.00
Received By	dpalmer			Date	2007-08-25	Time	19:13	Sent To

Notes

2007-08-26 13:30:52	2007-08-26 13:30:52

	* DENIED 3RD REVIEW*


	ROSARIAN ACADEMY


	** PLEASE SEE THERE ARE STILL ITEMS FROM THE PREVIOUS
	TWO REVIEWS WHICH ARE IN NEED OF ADDRESSING. THERE ARE
	SOME NEW COMMENTS FOR COORDINATION AS SOME ITEMS HAVE
	BEEN REVISED ON PLANS OR ARE NOW SHOWN FOR REVIEW.

	** PLEASE SEE THERE ARE TWO NEW COMMENTS WHICH WERE NOT
	ON PREVIOUS REVIEW. THESE ARE MINOR IN NATURE WHICH
	COULD BE REDLINED HOWEVER AS PLANS ARE GOING BACK FOR
	CORRECTIONS PLEASE ADJUST AT THIS TIME.


	1) NOTE: IMPORTANT
	PLEASE SEE THAT ONE SET CONTAINS SOME REDLINES FOR
	AREAS FOR SOME OF THE NOTES BELOW. THIS REVIEWER IS
	REQUESTING FOR DESIGN PROFESSIONAL(S) RESPONSIBLE FOR
	ELECTRICAL PLANS AND DESIGN CALL TO SET UP A MEETING TO
	GO OVER COMMENTS AND PLANS BEFORE PLANS ARE
	RE-SUBMITTED. PLEASE KNOW IT MAY HELP TO DO THIS ONCE
	ALL REVIEWS ARE DONE. IF THERE ARE ANY COMMENTS FROM
	OTHER TRADES WHICH MAY AFFECT THE ELECTRICAL PLANS OR
	DESIGN THESE WOULD BENEFIT THE ELECTRICAL DESIGN TEAM
	TO OBTAIN ANY POSSIBLE COMMENTS BEFORE THE MEETING IS
	HELD.

	2) NOTE: PLEASE SEE THE RESPONSE LETTER FROM DESIGN
	TEAM WHICH STATES THE REVIEWER'S COMMENTS AND THEN
	PLACES A RESPONSE FROM THE DESIGN TEAM DIRECTLY BELOW.
	PLEASE BE SURE WHEN QUOTING THE REVIEWER'S COMMENTS
	TO TRANSCRIBE AS THE NOTES WERE WRITTEN. ANY CHANGES IN
	THE REVIEWER'S COMMENTS MAY LEAD TO SOME CONFUSION OF
	PARTIES INVOLVED READING THESE NOTES AND RESPONSES.
	*PLEASE SEE FOR EXAMPLE COMMENT #4 WHICH WAS TYPED AND
	MIXED IN WITH WHAT APPEARS TO BE MECHANICAL REVIEW
	NOTES BEING STATED AS THIS REVIEWERS PREVIOUS REVIEW
	COMMENT.
	IT IS UNDERSTOOD BY THIS REVIEWER THAT THIS SEEMS TO BE
	A MISPRINT OF NOTES AND IS ONLY NOTED.

	3) NOTE:PLEASE SEE THE PREVIOUS REVIEW NOTE #1 GAVE
	SPECIFICALLY THE RELATED CODES NEEDING TO BE STATED AND
	REFERENCED ON PLANS. PLEASE SEE THE LIFE SAFETY CODE IS
	STILL BEING SHOWN UNDER THE 2000 EDITION. THIS SHOULD
	BE THE 2003 NFPA-101 LIFE SAFETY CODE.
	IF THIS WERE ONE OF THE MINOR COMMENTS IT WOULD HAVE
	BEEN REDLINED ON PLANS HOWEVER AS THE PLANS ARE COMING
	BACK FOR OTHER CORRECTIONS, PLEASE ADJUST AT THIS
	TIME.

	4) NOTE: PLEASE SEE THAT COMPLIANCE WITH THE FBC
	CHAPTER 13 HAS NOT YET BEEN MET.
	PLEASE SEE THERE ARE SEVERAL ITEMS AND AREAS WHICH ARE
	STILL IN NEED OF ADDRESSING/CLARIFICATION/CORRECTIONS
	AND COORDINATION OF INFORMATION ON PLANS WITH THAT OF
	SUPPORTING DOCUMENTS. IT WILL BE THE ATTEMPT OF THIS
	REVIEWER TO TYPE AS MANY ITEMS IN DETAIL AS POSSIBLE
	HOWEVER MANY OF THESE ITEMS BEING NOTED BELOW WILL BE
	IN GENERAL AS THERE ARE SEVERAL LOCATIONS ON PLANS
	WHICH ARE IN QUESTION.THE DETAILS FOR EACH AND EVERY
	LOCATION WILL BE GONE OVER IN A MEETING AND WITH THE
	REDLINED PLANS.

	A) PLEASE SEE AS STATED IN THE TWO PREVIOUS REVIEWS:
	PLEASE BE SURE TO CORRELATE ALL LIGHTING ON PLANS WITH
	THE SUBMITTED ENERGY CALCULATIONS AS SUBMITTED. PLEASE
	SEE THERE ARE ITEMS ON PLANS WHICH ARE STILL NOT BEING
	ENTERED IN THE INPUT DATA REPORT. THE INPUT DATA
	REPORT IN NOTES WILL BE NOTED AS IDR IN THE REST OF THE
	COMMENTS;
	PLEASE SEE THE LC IN THE COMMENTS BELOW WILL BE
	ABBREVIATION FOR LIGHTING CONTACTOR:

	PLEASE SEE AS STATED ON THE PREVIOUS REVIEWS, NO
	EXTERIOR LIGHTING IS BEING ENTERED IN THE IDR. THE
	SUMMARY SHEETS DO NOT SHOW ANY EITHER. HOW IS THIS
	POSSIBLE WHEN THE PLANS CLEARLY SHOW A SUBSTANTIAL
	AMOUNT OF EXTERIOR LIGHTING? PLEASE SEE
	13-415.2.ABC.1.3, 13-415.0, 13-415.2, 13-415.1.A.

	B) PLEASE ALSO SEE THE METHOD OF CONTROL FOR EXTERIOR
	LIGHTING PER 13-415.1.ABC.1.4. THERE ARE SOME AREAS
	WHICH MAY FALL UNDER LIGHTING EXCEPTION FOR SECURITY
	HOWEVER MOST OF THESE ARE BEING SHOWN THROUGH A
	LIGHTING CONTACTOR (LC) OF SOME KIND WITH OUT ANY
	INFORMATION FOR PHOTO-SENSOR, ASTRONOMICAL TIME CLOCKS.
	MORE INFORMATION IS NEEDED AND WILL BE GONE OVER.

	C) PLEASE SEE WEST EXTERIOR LIGHTS ON SHEET E2.2.1,
	WHICH SHOWS 7 D FIXTURES IN SHADED NOTATION AND
	ANOTHER D FIXTURE WITHOUT BEING SHADED. PLEAS SEE
	THIS AREA FOR EXAMPLE IS BEING NOTED BY THE KEY NOTES
	TO BE WIRED THROUGH THE LIGHTING CONTACTOR. IF THE DARK
	SHADED FIXTURES ARE ACTUALLY DE FIXTURES AS SHOWN ON
	THE REST OF THE PLANS, THEN THIS WOULD PLACE ONLY ONE
	FIXTURE ON THE LC AND THE REST TO BE WIRED AHEAD OF THE
	LC. THIS WOULD LEAVE ALL OF THE FIXTURES ON ALL THE
	TIME. PLEASE SEE THAT IT IS KNOWN AND OK TO LEAVE SOME
	FIXTURES ON FOR SECURITY AND/OR 24HRSHOWEVER IT IS
	UNCLEAR WHAT IS BEING SHOWN IN THIS AREA OF DESIGN.
	THIS WILL NEED TO BE GONE OVER IN MEETING.
	(THIS WILL AFFECT THE EMERGENCY LIGHTING COMMENTS
	ALSO)

	D) PLEASE SEE MANY AREAS ON LIGHTING PLANS CONTAIN *KEY
	NOTES* (#2, #3 ETC) WHICH CALL FOR NOTES WHICH STATES
	LIGHTING TO BE CONTROLLED THROUGH LC YET WHEN LOOKING
	AT THE LC ON SHEETS THESE SPECIFY AN OVER RIDE SWITCH
	OF SOME KIND WHICH DOES NOT GIVE ANY INFORMATION ON THE
	REQUIRED OVER RIDE MAXIMUM TIMES. PLEASE SEE EACH OF
	THESE MOMENTARY SWITCHES ON THE LC IS NOTED WITH
	ANOTHER KEY NOTE #1. THIS NOTE AT THE BOTTOM OF EACH LC
	SCHEDULE MENTIONS TO SEE SHEET E2.1 FOR LOCATIONS OF
	ALL OF THESE OVER RIDE LOCATIONS.

	*(NOTE: THIS IS SPELLED AS LWAATIONS* (MISPRINT) ON
	MANY OF THESE NOTES AND IS BEING ASSUMED THIS IS FOR
	LOCATIONS) PLEASE SEE FOR EXAMPLE LC-1A, LC-1B AND
	OTHERS ON LIGHTING SHEETS. THE FAILURE COMMENT IS NOT
	BASED ON THE SPELLING OF THIS WORD.)**

	PLEASE SEE THAT THE FIRST ITEM IS THAT THE REQUIREMENTS
	OF 13-415.1ABC.1.1 AND 13-415.1.ABC.1.2 IS THAT THE
	OVER RIDES ARE LOCATED SO THAT THE OCCUPANT CAN READILY
	SEE THE LIGHTING BEING CONTROLLED. THERE IS AN
	EXCEPTION FOR PILOT LIGHTS HOWEVER PLEASE SEE SOME
	AREAS CONTAIN KEY NOTES FOR LIGHTING TO BE THROUGH LC
	AND PLANS ALSO SHOWS A SO. HOW IS THE SO (OCCUPANCY
	SWITCH/DEVICE) GOING TO WIRED INTO THIS AS THE LC DOES
	NOT DETAIL THIS AND HOW WILL THE OCCUPANT BE ABLE TO
	OVER RIDE THE LIGHTING IN THE AREAS.
	PLEASE SEE HALLWAYS AND CORRIDORS E2.2.1, E2.1.2,
	E2.2.2 ETC.
	PLEASE SEE KEY NOTE #3 ON SHEETS E2.1.1 AND E2.1.2
	WHICH MENTIONS TO SEE LC-1C ON SHEET E2.1.1, YET THIS
	LC DETAIL IS ON E2.1.2. (MISPRINT)?
	PLEASE CLARIFY HOW THESE LC MOMENTARY SWITCHES AS NOTED
	WILL MEET THE SECTIONS AS NOTEDFOR OVER RIDES,
	MAXIMUM TIMES, AND LOCATIONS FOR CONTROLS.
	PLEASE CLARIFY THE OCCUPANCY TYPE DEVICES WHICH ARE
	BEING SHOWN IN HALL, CORRIDOR LOCATIONS WHICH IF A WALL
	TYPE OCCUPANCY SENSOR TYPE DEVICE WILL NOT COVER SOME
	AREAS FOR THE OCCUPANT IF THE LC IS TURNED TO THE OFF
	POSITION.
	PLEASE KNOW THERE ARE SEVERAL AREAS AND ITEMS WHICH ARE
	REDLINED ON PLANS AND WILL NEED TO BE GONE OVER IN A
	MEETING.

	E) PLEASE SEE CLASSROOM #4 WHICH INDICATES PER THE
	SYMBOLS ON PLANS AND SYMBOLS ON LEGEND THAT THESE
	DEVICES ARE STANDARD SWITCHES. PLEASE CLARIFY HOW THESE
	MEET 13-415.1.ABC.1.2, AND .1.1.
	PLEASE SEE THESE ARE REDLINED ON PLANS ON ONE SET. THIS
	IS ON SHEET E2.2.2

	F) PLEASE COORDINATE THE IDR WITH THE FIXTURE LEGEND
	FOR TYPES OF FIXTURES AND WATTAGES. SOME OF THE NUMBERS
	ON THE IDR AND THE PLANS/FIXTURE LEGEND DO NOT
	CORRELATE AT THIS TIME.
	13-415.1.A,
	FBC 106.1.2

	5) NOTE: PLEASE SEE THE TWO PREVIOUS REVIEWS REQUESTED
	FOR COMPLETED PHOTO-METRICS FOR NORMAL AND EMERGENCY
	EGRESS PATHS OUT AND AWAY FROM BUILDING UNDER **NORMAL
	AND EMERGENCY* CONDITIONS.
	THE REVIEWS ALSO REQUESTED FOR THE LIGHT FIXTURES WHICH
	IS PLACED ON THE LIGHTING PLANS TO COORDINATE WITH THE
	LIGHT FIXTURES ON THE PHOTO-METRICS SHEETS.
	MOST OF THESE ARE DONE AND SUBMITTED HOWEVER NOT ALL.

	A) PLEASE SEE SHEET E1.2.1 WHICH SHOWS THE TABLE WHICH
	THE DESIGNATIONS FOR THE STAIRS 1, 2 AND WEST STAIRS
	ARE NOT SHOWN ON TABLES FOR NORMAL LEVELS AS REQUIRED.
	PLEASE SEE THE LEVELS UNDER NORMAL FOR STAIR 1 AND 2
	SEEM LOW AND THE STAIRS ON WEST SIDE DO NOT INDICATE
	ANY LEVELS UNDER NORMAL.

	B) PLEASE SEE SHEET E1.2.2 EAST SIDE FIRST FLOOR EXIT
	AREA AS NO LEVELS ARE SHOWN UNDER NORMAL?

	C) PLEASE SEE SHEET E1.2.1E AS THE WEST EXIT AREA FOR
	EM TYPE FIXTURES DOES NOT CORRELATE WITH THE FIXTURE
	DESIGNATIONS ON THE LIGHTING PLANS SHEET E2.2.1 FOR
	THIS SAME AREA.(CORRIDOR/OUTSIDE AREA).

	D) PLEASE SEE SHEET E1.3.1 FOR AREA ON WEST SIDE DOES
	NOT INCLUDE STAIRS EITHER. THE NORMAL LIGHTING LEVELS
	FOR EGRESS STAIRS NEEDS TO BE SHOWN ON THIS SHEET OR
	SHEET NOTED ABOVE IN PART A OF THIS COMMENT NUMBER
	5.

	** PLEASE SEE AS WITH COMMENT ABOVE (#4) WITH RESPECT
	TO CONTROLS OF LIGHTING FOR CHAPTER 13 AND THOSE ITEMS
	REQUIRED IN THIS COMMENT FOR LIFE SAFETY CODE IS
	REDLINED ON PLANS AND WILL NEED TO BE GONE OVER IN
	MEETING TO BE HELD.

	6) NOTE: PLEASE BE SURE THE OWNER AGENT IS SIGNED ON
	THE ENERGY CALCULATIONS.
	13-103.1.1.1.

	7) NOTE: ( NEW NOTE)PLEASE SEE THE CLASSROOM #4 AND
	SOME OTHER REDLINED LOCATIONS ON PLANS WHICH A LIGHTING
	FIXTURE IS BEING SHOWN IN STORAGE CLOSETS WHICH DO NOT
	MEET 410.8 FOR MINIMUM CLEARANCES.
	PLEASE SEE THIS NOTE IS FOR THE SMALLER CLOSETS AND FOR
	MINIMUM AREAS FROM FIXTURES FROM COMBUSTIBLES AND
	EASILY IGNITABLE MATERIALS.
	THESE WERE REDLINED ON SHEETS.
	THIS COMMENT WAS NOT MADE ON PREVIOUS REVIEW AND MISSED
	BY THIS REVIEWER.
	THIS IS STILL A CODE RELATED AND SAFETY ISSUE AND
	SHOULD BE ADDRESSED AT THIS TIME AS PLANS ARE BEING
	REVISED FOR OTHER COMMENTS.

	8) NOTE: (NEW NOTE) PLEASE SEE THE DESIGNATIONS ON
	RISER FOR CIRCUITING OF PANELS DP3A, DP2A, DP1A, DP1B,
	DP2B WHICH ARE ALL DESIGNATED TO SBA, WHEN THE MAIN
	SWITCH BOARD DESIGNATION IS SSA.
	THIS WAS MISSING ON THE PREVIOUS REVIEW BY THIS REVIEW
	EVEN THOUGH THIS WAS SHOWN THE SAME.
	THESE LOCATIONS ARE REDLINED ON PLANS.
	IF SHEET DOES NOT NEED TO BE REVISED FOR ANY OTHER
	COMMENTS, THEN THIS ITEM CANE BE REDLINED ON SHEETS AS
	IS. (MISPRINT)

	9) NOTE: PLEASE SEE THE PREVIOUS REVIEW GAVE NOTICE TO
	FS 553.80(2)(B) WITH RESPECT TO REPEAT COMMENTS FOR
	CODE COMPLIANCE.
	THESE WILL BE GONE OVER IN A PEER REVIEW WITH THE
	ASSISTANT BUILDING OFFICIAL AS ITEMS FROM THE FIRST AND
	SECOND REVIEW FOR CODE COMPLIANCE HAS NOT BEEN MET. THE
	PLANS HOWEVER HAVE BEEN REVISED EACH TIME TO PARTIALLY
	ADDRESS COMMENTS.
	THE 4X FEE FOR PLAN REVIEW HAS NOT BEEN ASSESSED AT
	THIS TIME. THIS WILL BE UNDER FURTHER REVIEW. **ONE
	COPY OF ELECTRICAL PLANS AND ENERGY CALCULATIONS WILL
	BE RETAINED BY THIS OFFICE.

	AS STATED IN THE TWO PREVIOUS REVIEWS:
	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.
	TO DATE THIS PROJECT HAS NOT BEEN GONE OVER WITH THE
	DESIGN TEAM.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]
2007-08-26 07:50:47	2007-08-26 07:50:47
	REVIEW IN PROGRESS
2007-08-25 20:01:33	2007-08-25 20:01:33
	PLANS IN ELECTRIC FOR REVIEW.
	REVIEW TO COMMENCE ON 8/26/07

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2007-04-21			Cont ID
Sent By	dpalmer			Date	2007-04-21	Time	12:51	Rev Time	0.00
Received By	dpalmer			Date	2007-04-21	Time	07:57	Sent To

Notes

2007-04-21 12:53:12	2007-04-21 12:53:12

	UNSAT 2ND REVIEW

	** PLEASE SEE ANY REFERENCES TO THE FBC CHAPTER 1 ARE
	THE ADMINISTRATIVE SECTION AS ADOPTED BY THE CITY OF
	WEST PALM BEACH.

	** PLEASE SEE THERE ARE MANY ITEMS FROM THE PREVIOUS
	REVIEW WHICH ARE STILL IN NEED OF ADDRESSING ALONG WITH
	SOME NEW COMMENTS AS WELL AS COMMENT WHICH COULD NOT BE
	MADE YET AS THE PLANS SUBMITTED CONTAIN SOME MISSING
	SHEETS ETC. PLEASE SEE NOTES BELOW WHICH WILL FURTHER
	EXPLAIN.
	** SOME OF THE COMMENTS BELOW ARE NOT RELEVANT TO KAMM
	CONSULTING.

	** PLEASE SEE THAT ONE SET CONTAINS SOME REDLINES FOR
	AREAS FOR SOME OF THE NOTES.

	1) NOTE: PLEASE BE SURE ALL PLANS REFLECT THE FOLLOWING
	CODES AT A MINIMUM.
	2002 NFPA-70, 2003 NFPA-101, 2002 NFPA-72
	THIS IS REQUIRED ON THE ARCHITECTURAL SHEETS AS WELL.
	THE ELECTRICAL SHEETS WERE CORRECTED WITH THE UPDATED
	CODE INFORMATION..

	2) NOTE: PLEASE SEE THAT COMPLIANCE WITH THE FBC
	CHAPTER 13 HAS NOT YET BEEN MET. PLEASE SEE THE
	RESPONSE LETTER ONLY RESPONDED TO THE FIRST SENTENCE OF
	THE PREVIOUS NOTES AND THE REST OF THE NOTE #2 FROM
	PREVIOUS REVIEW WAS LEFT.

	A) PLEASE SEE THAT THE PREVIOUS REVIEW NOTE WILL BE
	LEFT AS IS AND NEW EXPLANATORY NOTES ARE LISTED AS
	FOLLOWS.

	B) PLEASE SEE SOME OF THE CIRCUITING SHOWN ON PLANS
	WHICH INDICATE CONTROLS THROUGH THE LCPS ARE NOT LISTED
	ON THE LCPS OR DO NOT CORRELATE. PLEASE SEE THAT
	CIRCUIT/CONTROL DESIGNATIONS ARE SHOWN AS AB ON ONE AND
	BA ON ANOTHER.

	C) PLEASE SEE THERE ARE STILL DEVICES AND SYMBOLS ON
	PLANS WHICH ARE NOT LISTED ON THE SYMBOL LEGEND FOR
	OVER RIDE DEVICES ON THE SYMBOL LEGEND FOR ELECTRICAL
	DEVICES.

	D) PLEASE SEE THAT THE LEGEND FOR OVER RIDE DEVICES DO
	NOT INDICATE ANY MAXIMUM TIME FOR PERMITTED OVER RIDES
	AS REQUIRED.

	E) PLEASE SEE THAT MANY AREAS LIKE HALLWAYS, BATHROOMS
	AND OTHER AREAS ETC CONTAIN AN SO AND SW TYPE
	DEVICES WHICH WILL NOT PROVIDE COVERAGE FOR LIGHTING
	CONTROL FOR LIFE SAFETY OR NORMAL OVER RIDE CONTROL.
	PLEASE SEE SOME HALLS WHICH CONTAIN THIS DEVICE AT ONE
	END OF THE HALL OR ON ONE SIDE WITH WALLS ETC BLOCKING
	ANY DETECTION FROM OTHER AREAS FOR OVER RIDE. PLEASE
	SEE SK DEVICE WHICH IS NOT LISTED FOR CONTROL OR WHAT
	TYPE OF OPERATION.

	F) PLEASE SEE ROOMS AND AREAS WHICH DO CONTAIN FLOOR TO
	CEILING HEIGHT PARTITIONS OR WALLS WHICH THESE ROOMS
	ARE SEPARATE AND NO OVER RIDE DEVICES ARE SHOWN ON
	PLANS.

	G) PLEASE THE COMPLETE REVIEW FOR LIGHTING AS SHOWN ON
	PLANS AND LIGHTING ON FIXTURE LEGEND AND LIGHTING ON
	ENERGY CALCULATIONS CAN NOT BE REVIEWED AS THE ENERGY
	CALCULATIONS DO NOT CORRELATE WITH PLANS FOR LIGHTING
	OR WITH FIXTURE LEGEND FOR TYPES OF FIXTURES, NUMBER OF
	FIXTURES, AND WATTAGE ON FIXTURES.

	H) PLEASE SEE THE TYPE OF CONTROLS FOR LIGHTING DOES
	NOT CORRELATE. THE ENERGY CALCULATIONS STILL INDICATE
	*MANUAL ON/OFF8 FOR CONTROL?

	I) PLEASE SEE SOME CIRCUITS WHICH ARE NOTED AS BEING
	CONTROLLED THROUGH A LIGHTING DIMMING PANEL WHICH IS
	NOT INDICATED IN ANY LIGHTING CONTROL PANEL OR ON
	LIGHTING CONTROL DEVICES.
	PLEASE PROVIDE MORE DETAILS ON HOW THIS OPERATION WILL
	TAKE PLACE. NEED TO PROVIDE MORE INFORMATION FOR
	REVIEW. FBC 106.1.2

	** PLEASE KNOW AS THERE ARE MANY ITEMS WHICH ARE NOT
	YET CLEAR OR SHOWN, COMPLETE REVIEW FOR SOME ITEMS CAN
	NOT BE DONE.

	* PREVIOUS REVIEW NOTE FROM REVIEW #1*
	PLEASE SEE FBC CHAPTER 13. PLEASE SEE
	13-415.1.ABC.1.1, .1.2 AND .1.3.
	PLEASE SEE THERE ARE MANY AREAS WHICH INDICATE SOME
	SORT OF SYMBOL NEXT TO SWITCH, HOWEVER AS THIS SYMBOL
	IS NOT LOCATED ON THE SYMBOL SCHEDULE IT IS UNCLEAR
	WHAT THIS IS FOR REVIEW OF COMPLIANCE WITH ANY LIGHTING
	CONTROL REQUIREMENTS.
	PLEASE SEE MANY OTHER AREAS WHICH A SWITCH IS BEING
	SHOWN AND THE CIRCUIT IS NOT LABELED GOING THROUGH THE
	LIGHTING CONTROL PANEL.
	** PLEASE KNOW THE LIGHTING CONTROL PANEL WILL BE NOTED
	AS "LCP" IN THE NOTES FORM HERE OUT.
	PLEASE SPECIFY THE SYSTEM WHICH IS BEING INSTALLED OR
	SPECIFIED FOR THE SCOPE OF WORK AND INTENDED
	CONTROL.110.3, 90.7
	PLEASE SEE EACH SPACE SHALL CONTAIN A DEVICE WHICH OVER
	-RIDES A SYSTEM, OR PROVIDES CONTROLS MEANS AS OTHER
	METHODS LISTED IN 13-415.1.ABC.1.1, .1.2.
	PLEASE SEE THERE ARE SEVERAL ROOMS WHICH DO NOT
	INDICATE ANY KIND OF OVER RIDE DEVICE, OCCUPANT SENSOR
	ETC.
	PLEASE SEE THE OVER RIDE TYPE DEVICE IS ALSO REQUIRED
	TO BE LOCATED IN THE AREAS IN WHICH THE OCCUPANT CAN
	SEE THE LIGHTING BEING CONTROLLED.
	PLEASE SEE MISSING AUTO SHUT OFF OF PIT LIGHTS. PLEASE
	BE SURE THE LCP PANEL ONLY CONTROL LIGHTING WHICH
	SHOULD NOT BE TURNED OFF, :IE: PLEASE CIRCUIT WHICH ARE
	SHOWN BEING WIRED TO THE LCP'S , HOWEVER PLEASE SEE
	THERE ARE ALSO EMERGENCY LIGHTING ON THOSE SAME
	CIRCUITS. PLEASE PROVIDE DETAIL ON THE LCP
	RISER/DIAGRAM WHERE ALL EXIT AND EMERGENCY LIGHTING IS
	CIRCUITED AHEAD OF THE LOCAL LIGHTING CONTROL DEVICES.
	PLEASE SEE MISSING PERFORMANCE CALCULATIONS FOR ALL
	AREAS. PLEASE SEE THE ENERGY CALCULATIONS SUBMITTED DO
	NOT INDICATE ANY EXTERIOR LIGHTING; HOWEVER THE PLANS
	INDICATE LIGHTING IN MANY LOCATIONS.
	PLEASE SEE ENERGY CALCULATIONS DO NOT INDICATE THE
	REQUIRED AUTOMATED CONTROLS WHERE LISTING TYPE OF
	CONTROL.
	PLEASE SEE 13-415.1.AB.1, 13-415.2, 13-415.2.ABC.1,
	13-415.2.ABC.1.3.
	PLEASE SEE FBC CHAPTER 13, AS THERE ARE MANY AREAS AND
	ITEMS AS NOTED ABOVE WHICH NEEDS TO BE ADJUSTED.

	3) NOTE: PLEASE CORRELATE ALL SQ FT ON ALL DOCUMENTS.
	THIS NOTE REMAINS AS THE SQ FT ON PERMIT APPLICATION IS
	ONE, THE SQ FT ON PLANS ARE ANOTHER AND THE SQ FT ON
	ENERGY CALCULATIONS ARE YET ANOTHER. PLEASE COORDINATE
	ALL OF THESE.
	PLEASE BE SURE TO COORDINATE WITH ALL SHEETS ELECTRICAL
	AND OTHER WISE.

	4) NOTE: PLEASE SEE MISSING NORMAL AND EMERGENCY
	PHOTO-METRICS IN ALL EGRESS PATH AREAS. PLEASE SEE
	MISSING STAIR WAYS. PLEASE SEE NFPA-101 2003, 7.8.1.3,
	AND 7.9.2.2.
	A) STAIRS REQUIRE A MINIMUM OF 10FT CANDLES UNDER
	NORMAL AND 1FT CANDLE UNDER EMERGENCY.
	B) PLEASE SEE THIS IS FOR ALL EXIT STAIRS TO THE PUBLIC
	RIGHT OF WAY FOR EGRESS PATHS.

	PLEASE SEE PREVIOUS NOTES WHICH REQUESTED ALL MINIMUM
	LIGHTING LEVELS AS REQUIRED PER THE LIFE SAFETY CODE TO
	BE SHOWN.
	PLEASE SEE NO NORMAL LIGHTING LEVELS FOR EGRESS AREAS
	WERE SUBMITTED FOR REVIEW?
	PLEASE SEE THERE ARE DISCREPANCIES IN THE PLANS. PLEASE
	SEE THE LIGHTINGPLANS AND PHOTO-METRICS ETC AS THE
	SOME OF THE FIXTURES ARE MISSING FROM PHOTO-METRICS,
	SOME OF THE FIXTURES SHOWN ON PHOTO-METRICS ARE NOT THE
	SAME NUMBER OF FIXTURES ON PLANS ETC.
	PLEASE SEE SOME AREAS WHICH SHOW LIGHTING FOR EGRESS OR
	THE NUMBER AND TYPE OF FIXTURES DO NOT CORRELATE.
	PLEASE SEE SOME OF THE AREAS WHICH ARE NOTED FOR
	EXAMPLE WHICH ARE NOT ALL LOCATIONS WHICH COORDINATION
	IS NEEDED.
	PLEASE SEE: STAIRS 3, STAIR 4, EGRESS AREAS FROM SECOND
	FLOOR ON WEST SIDE OF GYM, AREAS ON WEST SIDE, AREAS ON
	NORTH SIDE, ETC
	PLEASE GO THROUGH ALL FIXTURES ON PLANS AND COORDINATE
	WITH THE FIXTURES ON PHOTO-METRICS AND ENERGY
	CALCULATIONS.
	PLEASE SEE SOME FIXTURES WHICH SEEM TO BE SHADED FOR A
	TYPICAL EM FIXTURE YET THE DESIGNATION IS THAT OF A
	NORMAL FIXTURE W/OUT BATTERY BACK UP.
	PLEASE SEE NFPA-101 7.8, 7.9, 7.8.1.3, 7.9.2.2 WHICH
	REQUIRES LIGHTING AND EMERGENCY LIGHTING TO THE PUBLIC
	RIGHT OF WAY. PLEASE SEE ALL EXTERIOR STAIRS INCLUDING
	LARGE AND SMALLER STAIRS AREAS WILL REQUIRE SOME SORT
	OF BATTERY BACK UP FIXTURES WHICH WILL PROVIDE THE
	MINIMUM FT CANDLES TO THE PUBLIC RIGHT OF WAY, OUT AND
	AWAY FROM THE BUILDING.
	PLEASE SEE THIS INCLUDES RAMP AREAS.

	5) NOTE: PLEASE SEE ELEVATOR EQUIPMENT ROOMS WHICH WILL
	REQUIRE A CHANGE IN FIXTURE TYPE OR AN ADDITIONAL
	FIXTURE. PLEASE SEE 700.16. THIS IS THE SAME COMMENT AS
	THESE ROOMS STILL ONLY INDICATE ONE FIXTURE. PLEASE
	PROVIDE A FIXTURE WHICH CONTAINS MORE THAN A SINGLE
	BALLAST CONTROLLING EACH BULB, OR ADJUST THE NUMBER OF
	FIXTURES OR ADJUST BY SOME OTHER MEANS. PLEASE SEE
	620.23 WHICH REQUIRE DEDICATED BRANCH CIRCUITS FOR
	THESE CIRCUITS FOR LIGHTING AND RECEPTACLES. PLEASE SEE
	THE POWER PLANS WHICH INDICATE A NOTE #3 WHICH STATES
	THE GFI WILL BE FED FROM THE VFD.(VARIABLE FREQUENCY
	DRIVE) WHICH CAN NOT BE DONE OR IS PERMITTED.
	PLEASE SEE ONLY ONE OF THE TWO ELEVATOR EQUIPMENT ROOMS
	CONTAINS A DEDICATED LIGHTING CIRCUIT. PLEASE SEE THE
	CIRCUIT FOR ROOM #1 LIGHTING IS LISTED ON PANEL
	SCHEDULE L1AA AS A CIRCUIT WHICH FEEDS A REFG
	PANEL?
	PLEASE ADJUST ALL CIRCUITING FOR ELEVATOR ROOMS AND
	LIGHTING.

	6) NOTE: PLEASE SEE 110.26, 408.7, AND 240.24D WHICH DO
	NOT PERMIT ELECTRICAL PANELS TO BE LOCATED IN STORAGE
	ROOMS OR CLOSETS. PLEASE ADJUST LOCATIONS OF EQUIPMENT
	OR CREATE DEDICATED ELECTRICAL ROOMS/CLOSETS AS DONE IN
	SOME OTHER LOCATIONS ON PLANS.
	PLEASE KNOW THAT THIS NOTE REMAINS AS NOT ONLY ARE MANY
	LOCATIONS ON PLANS FOR THESE SAME LOCATIONS STILL
	IDENTIFIED AS STORAGE ROOMS BUT AS TO THE LOCATIONS,
	SIZE ETC THE FOLLOWING CONSIDERATION IS TO BE MADE FOR
	ROOM 113 ADJACENT TO THE MULTI-PURPOSE ROOM. THIS
	ROOM WHICH CONTAINS THESE ELECTRICAL PANELS IS THE ONLY
	ROOM WHICH IS ADJACENT TO THIS MULTI-PURPOSE ROOM WHICH
	CONTAINS NO OTHER ADJACENT STORAGE ROOMS OR CLOSETS.
	THUS, THIS ROOM DUE TO IS SIZE, PROXIMITY AND THE LACK
	OF ANY OTHER STORAGE AREAS WILL MOST CERTAINLY BE
	UTILIZED AS A STORAGE ROOM OF SORTS. THE NEC AND LIFE
	SAFETY CODE REQUIRE THAT NOT ONLY ARE ITEMS NOT
	PERMITTED TO BE STORED IN THESE ROOMS THEY ALSO
	PROHIBIT THE STORING OF COMBUSTIBLES AND EASILY
	IGNITABLE MATERIALS ABOUT ELECTRICAL EQUIPMENT
	CONTAINING OVER CURRENT PROTECTION. IN THE INTEREST OF
	NOT ONLY THE FIRE HAZARD TO PROPERTY, THE LIFE SAFETY
	TO OCCUPANTS SHOULD BE CONSIDERED TO CHANGE THIS
	AREA/WALLS/LAYOUT TO PERHAPS PROVIDE A SEPARATE STORAGE
	AREA FOR THIS MULTI-PURPOSE ROOM AND THE MECHANICAL AND
	ELECTRICAL ROOMS TO CONTAIN NOT ONLY LOCKED DOORS, BUT
	TO ALLEVIATE THE STORAGE POTENTIAL. THIS WILL BE GONE
	OVER IN DETAIL WITH THE FIRE MARSHAL AND FIRE PLAN
	REVIEWER. PLEASE CONSULT WITH THIS OFFICE AND FIRE
	DEPARTMENT FOR ANY OTHER LOCATIONS/PROPOSED CHANGES. **
	ACCESS TO ELECTRICAL ROOMS SHALL BE FOR *QUALIFIED
	PERSONNEL* AS DEFINED IN THE NEC.
	*** PLEASE SEE ACCESS TO ELECTRICAL EQUIPMENT SHOULD
	ALSO NOT BE THROUGH STORAGE ROOMS. EQUIPMENT SHOULD BE
	LOCATED IN A MANNER WHICH READY ACCESS CAN BE GRANTED
	AND QUITE OFTEN STORAGE ROOMS BECOME A LOCATION WHERE
	THINGS IMPEDE ACCESS AS NEEDED.

	7) NOTE: PLEASE SEE THE CIVIL SHEETS ARE MISSING
	REQUIRED INFORMATION ON TITLE BLOCKS AS REQUIRED PER
	FAC 61G15-23.002 AND FS 471.023. NOT A COMMENT FOR KAMM
	CONSULTING.
	MISSING PRINTED NAME, PRINTED LICENSE NUMBER ALONG WITH
	MISSING CERTIFICATE OF AUTHORIZATION NUMBER. THIS IS
	REQUIRED WHETHER OR NOT COMMENT IS MADE BY ANY OTHER
	TRADE.

	8) NOTE:PLEASE COORDINATE ALL FIXTURES ON PLANS AND
	IDENTIFY ALL FIXTURES. PLEASE SEE PLANS STILL CONTAIN
	SEVERAL FIXTURES WHICH ARE NOT IDENTIFIED OR COORDINATE
	WITH FIXTURE LEGEND, LIGHTING PLANS AND PHOTO-METRIC
	PLANS AS NOTED ABOVE IN NOTE #2.
	FBC 106.1.2 ADMIN SECTION.

	9) NOTE: SAME NOTE AS ON PREVIOUS REVIEW WHICH WILL
	REMAIN AS COORDINATION OF CIRCUITS, CONTROLS ETC AS
	NOTED IN NOTE #2 ABOVE NEEDS TO BE DONE.
	PLEASE SEE THERE ARE SEVERAL CIRCUITS ON PLANS WHICH
	DO NOT SEEM TO BE SHOWN GOING THROUGH ANY OF THE
	LCP'S?
	PLEASE PROVIDE A COMPLETE LCP SCHEDULE FOR ALL
	CIRCUITS.
	13-415.1.ABC.1.1, .1.2, AND .1.3.

	10) NOTE: PLEASE PROVIDE MORE INFORMATION ON MAIN 1 OF
	2. PLEASE INDICATE SIZE, VOLTAGE ETC.
	THIS NOTE REMAINS AS ONLY INFORMATION ON THE EXISTING
	PANEL/MAIN IN THE AMPHITHEATRE WAS NOTED.
	THE SIZE, VOLTAGE, OVER CURRENT PROTECTION CAN NOT BE
	ASSUMED. THE RESPONSE LETTER MENTIONS TO SEE REVISED
	E5.1, YET NO CHANGES OR INFORMATION COULD BE FOUND.
	PLEASE SEE THE RISER SHOWS DASHED LINES FOR MAIN 1
	AND MAIN 2, WHICH AS NOTED ON THE RIGHT OF RISER, THE
	DASHED LINES REPRESENT THESE AS EXISTING, HOW IS
	THIS POSSIBLE WHEN THE BUILDING IS BEING BUILT AND THIS
	EQUIPMENT IS NOT INSTALLED AT THIS TIME?
	PLEASEADJUST DESIGNATIONS.
	230, 240, 110.3, 90.7
	FBC 106.1.2

	11) NOTE: PLEASE ADJUST NOTED #12 FOR RISER AS THE NOTE
	TENDS TO LEND TO THE DISCONNECTING OF THE EXISTING
	GROUNDING ELECTRODE SYSTEM.
	PLEASE ADJUST NOTE WITH WORDS WHICH REQUIRES THE
	SEPARATION OF THE EXISTING NEUTRAL AND GROUNDING
	ELECTRODE SYSTEM BOND, SO THAT THE NEW EQUIPMENT
	GROUNDING CONDUCTOR FROM THE NEW MAIN IS CONNECTED TO
	THE EXISTING GROUNDING ELECTRODE SYSTEM. (WORDS TO THE
	SAME AFFECT TO BE CHOSEN BY DESIGNER) (PLEASE CONTACT
	THIS OFFICE FOR ANY QUESTIONS OR TO GO OVER IF NEED
	BE)
	250.6, 250.50, 250.24, 250.110 ETC.

	12) NOTE: PLEASE SEE LIGHTING ON PLANS WHICH DO NOT
	CONTAIN SOME CIRCUITING DESIGNATIONS.
	PLEASE ALSO SEE SOME EM LTS, WHICH DO NOT INDICATE
	CIRCUITING.(GYM)
	PLEASE SEE FBC 106.3.5.1.2, 106.1.2 FOR COORDINATION
	AND SEE 700.12E FOR CIRCUITING OF EMERGENCY AND EXIT
	LIGHTS TO LOCAL LIGHTING CIRCUITS AS SHOWN ON MOST OF
	THE PLANS.

	13) NOTE: PLEASE SEE NO LOAD CALCULATIONS OR LOAD
	SUMMARY COULD BE LOCATED.
	220.3, 220.10, 220.11, 220.13, 215.3 AND 230.42 ETC.
	FBC ADMIN SECTION 106.3.5.1.2

	14) NOTE: PLEASE SEE SETS OF PLANS SUBMITTED ARE NOT
	COMPLETE AT THIS TIME FOR REVIEW. PLEASE SEE PLANS ARE
	MISSING THE FIRST FLOOR WEST SIDE POWER PLANS.SETS
	FOR POWER PLANS AND SHEETS START AT E3.1.2. PLEASE SEE
	THE PREVIOUS PLANS SUBMITTED DID CONTAIN A E3.1.1. FBC
	106.3.5.1.2, 106.1.2

	15) NOTE: PLEASE BE SURE THAT ALL SHEETS IN ALL SETS
	ARE SIGNED, DATED AND SEAL BY THE DESIGN PROFESSIONALS
	AS REQUIRED UNDER FAC 61G15-23.002 AND FS 471.025.
	PLEASE SEE THAT MULTIPLE SHEETS IN SOME SETS ARE NOT
	SIGNED, DATED OR SEALED AT ALL FOR M, E, P AND FA
	SHEETS. THIS SEEMS TO BE THE NEW REVISED SHEETS ONLY.
	THIS REVIEWER CHECKED AT LEAST ONE OTHER SET SUBMITTED
	AND THIS WAS DONE HOWEVER NOT ALL SETS WERE DONE.
	PLEASE BE SURE TO DO THIS FOR ALL SHEETS, ALL SETS AND
	ALL DOCUMENTS.

	16) NOTE: PLEASE SEE INDICATE ANY FIRE SPRINKLER WATER
	LINE AS PART OF THE GROUNDING ELECTRODE SYSTEM.
	250.106
	PLEASE SEE RESPONSE MENTIONS TO *CONNECT TO THE
	EXISTING FS LINE* THIS IS OR AT LEAST SHOULD BE PART OF
	THE EXISTING FIRE SPRINKLER SYSTEM AT THE EXISTING
	SERVICE LOCATION, HOVER NOTE SHOULD INDICATE NOT ONLY
	THE METALLIC COLD WATER LINE , BUT ALSO THE FIRE
	SPRINKLER LINE.

	17) NOTE: PLEASE SEE FBC 2004 11-4.28.2 AND
	11-4.28.3(4) FOR ALL AUDIBLE AND VISUAL DEVICES. PLEASE
	SEE 11-4.28.1 FOR LOCATION REQUIREMENTS. PLEASE BE SURE
	FA PLANS INDICATE ALL THE MINIMUM LEVELS PER ADA AND
	PLACES NOTES ALSO FOR FBC SECTIONS AS GIVEN. PLEASE SEE
	THIS IS THE SAME NOTE AND THE RESPONSE LETTER ACTUALLY
	DOES NOT CONTAIN ANY WRITTEN RESPONSE TO THIS? PLEASE
	SEE THAT THE ONLY REVISED SHEET INSERTED IN THE FA
	SHEETS IS THAT OF SHEET FA0.1.
	PLEASE SEE SECTION 11-4.28.1 OF THE FBC 2004 FOR
	LOCATIONS WHICH INCLUDE ALL COMMON AND ACCESSIBLE AREAS
	FOR THESE TYPES OF DEVICES. THE MINIMUM LEVELS FOR ADA
	COMPLIANCE ARE 75CD, MANY SHOWN AS 15CD.
	PLEASE ADJUST FA SHEETS FOR THESE LOCATIONS.

	18) NOTE: PLEASE SEE FS 553.80(2)(B) WITH RESPECT TO
	REPEAT COMMENT FOR CODE COMPLIANCE AS THIS IS ONLY
	GIVEN AS A NOTICE AT THIS TIME.

	** 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.

	* 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 SUBMIT THE ABOVE INFORMATION FOR REVIEW.

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

2007-04-19 16:35:02	1-ROLL IN ELEC FOR REVIEW

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2006-11-28			Cont ID
Sent By	dpalmer			Date	2006-11-28	Time	07:52	Rev Time	0.00
Received By	dpalmer			Date	2006-11-26	Time	15:02	Sent To

Notes

2006-11-28 07:52:39	* UNSAT *

	1) NOTE: PLEASE BE PLANS REFLECT THE FOLLOWING CODES AT
	A MINIMUM.
	2002 NFPA-70, 2003 NFPA-101, 2002 NFPA-72 AND THE
	ELECTRICAL PLANS SHOULD ALSO STATE THE 2004 FBC.

	2) NOTE: PLEASE SEE FBC CHAPTER 13. PLEASE SEE
	13-415.1.ABC.1.1, .1.2 AND .1.3.
	PLEASE SEE THERE ARE MANY AREAS WHICH INDICATE SOME
	SORT OF SYMBOL NEXT TO SWITCH, HOWEVER AS THIS SYMBOL
	IS NOT LOCATED ON THE SYMBOL SCHEDULE IT IS UNCLEAR
	WHAT THIS IS FOR REVIEW OF COMPLIANCE WITH ANY LIGHTING
	CONTROL REQUIREMENTS.
	PLEASE SEE MANY OTHER AREAS WHICH A SWITCH IS BEING
	SHOWN AND THE CIRCUIT IS NOT LABELED GOING THROUGH THE
	LIGHTING CONTROL PANEL.
	** PLEASE KNOW THE LIGHTING CONTROL PANEL WILL BE NOTED
	AS "LCP" IN THE NOTES FORM HERE OUT.
	PLEASE SPECIFY THE SYSTEM WHICH IS BEING INSTALLED OR
	SPECIFIED FOR THE SCOPE OF WORK AND INTENDED
	CONTROL.110.3, 90.7
	PLEASE SEE EACH SPACE SHALL CONTAIN A DEVICE WHICH OVER
	-RIDES A SYSTEM, OR PROVIDES CONTROLS MEANS AS OTHER
	METHODS LISTED IN 13-415.1.ABC.1.1, .1.2.
	PLEASE SEE THERE ARE SEVERAL ROOMS WHICH DO NOT
	INDICATE ANY KIND OF OVER RIDE DEVICE, OCCUPANT SENSOR
	ETC.
	PLEASE SEE THE OVER RIDE TYPE DEVICE IS ALSO REQUIRED
	TO BE LOCATED IN THE AREAS IN WHICH THE OCCUPANT CAN
	SEE THE LIGHTING BEING CONTROLLED.
	PLEASE SEE MISSING AUTO SHUT OFF OF PIT LIGHTS. PLEASE
	BE SURE THE LCP PANEL ONLY CONTROL LIGHTING WHICH
	SHOULD NOT BE TURNED OFF, :IE: PLEASE CIRCUIT WHICH ARE
	SHOWN BEING WIRED TO THE LCP'S , HOWEVER PLEASE SEE
	THERE ARE ALSO EMERGENCY LIGHTING ON THOSE SAME
	CIRCUITS. PLEASE PROVIDE DETAIL ON THE LCP
	RISER/DIAGRAM WHERE ALL EXIT AND EMERGENCY LIGHTING IS
	CIRCUITED AHEAD OF THE LOCAL LIGHTING CONTROL DEVICES.
	PLEASE SEE MISSING PERFORMANCE CALCULATIONS FOR ALL
	AREAS. PLEASE SEE THE ENERGY CALCULATIONS SUBMITTED DO
	NOT INDICATE ANY EXTERIOR LIGHTING; HOWEVER THE PLANS
	INDICATE LIGHTING IN MANY LOCATIONS.
	PLEASE SEE ENERGY CALCULATIONS DO NOT INDICATE THE
	REQUIRED AUTOMATED CONTROLS WHERE LISTING TYPE OF
	CONTROL.
	PLEASE SEE 13-415.1.AB.1, 13-415.2, 13-415.2.ABC.1,
	13-415.2.ABC.1.3.
	PLEASE SEE FBC CHAPTER 13, AS THERE ARE MANY AREAS AND
	ITEMS AS NOTED ABOVE WHICH NEEDS TO BE ADJUSTED.

	3) NOTE: PLEASE CORRELATE THE SQ FT ON PERMIT
	APPLICATION WITH THAT OF THE PLANS.

	4) NOTE: PLEASE SEE MISSING NORMAL AND EMERGENCY
	PHOTO-METRICS IN ALL EGRESS PATH AREAS. PLEASE SEE
	MISSING STAIR WAYS. PLEASE SEE NFPA-101 2003, 7.8.1.3,
	AND 7.9.2.2.
	A) STAIRS REQUIRE A MINIMUM OF 10FT CANDLES UNDER
	NORMAL AND 1FT CANDLE UNDER EMERGENCY.
	B) PLEASE SEE THIS IS FOR ALL EXIT STAIRS TO THE PUBLIC
	RIGHT OF WAY FOR EGRESS PATHS.

	5) NOTE: PLEASE SEE NFPA-101 7.8, 7.9, WHICH REQUIRES
	LIGHTING AND EMERGENCY LIGHTING TO THE PUBLIC RIGHT OF
	WAY. PLEASE SEE ALL EXTERIOR STAIRS INCLUDING LARGE AND
	SMALLER STAIRS AREAS WILL REQUIRE SOME SORT OF BATTERY
	BACK UP FIXTURES WHICH WILL PROVIDE THE MINIMUM FT
	CANDLES TO THE PUBLIC RIGHT OF WAY, OUT AND AWAY FROM
	THE BUILDING.
	PLEASE SEE THIS INCLUDES RAMP AREAS.

	5) NOTE: PLEASE SEE ELEVATOR EQUIPMENT ROOMS WHICH WILL
	REQUIRE A CHANGE IN FIXTURE TYPE OR AN ADDITIONAL
	FIXTURE. PLEASE SEE 700.16.

	6) NOTE: PLEASE SEE 110.26, 408.7, AND 240.24D WHICH DO
	NOT PERMIT ELECTRICAL PANELS TO BE LOCATED IN STORAGE
	ROOMS OR CLOSETS. PLEASE ADJUST LOCATIONS OF EQUIPMENT
	OR CREATE DEDICATED ELECTRICAL ROOMS/CLOSETS AS DONE IN
	SOME OTHER LOCATIONS ON PLANS.
	*** PLEASE SEE ACCESS TO ELECTRICAL EQUIPMENT SHOULD
	ALSO NOT BE THROUGH STORAGE ROOMS. EQUIPMENT SHOULD BE
	LOCATED IN A MANNER WHICH READY ACCESS CAN BE GRANTED
	AND QUITE OFTEN STORAGE ROOMS BECOME A LOCATION WHERE
	THINGS IMPEDE ACCESS AS NEEDED.

	7) NOTE: PLEASE SEE POSSIBLE BUILDING OR FIRE REVIEW
	COMMENTS WITH RESPECT TO STAIRWAY #4.IT IS UNCLEAR AS
	THIS SEEMS TO EXIT OCCUPANTS BACK INTO THE BUILDING.
	THERE ARE SOME INSTANCES WHERE THIS IS PERMITTED;
	HOWEVER DEPENDING ON POSSIBLE COMMENTS THIS WILL AFFECT
	THE ELECTRICAL PLANS AND LAYOUT IF ANY CHANGES ARE
	NEEDED. THIS IS ONLY A NOTE AT THIS TIME.

	8) NOTE: PLEASE BE SURE ALL FIXTURES ARE IDENTIFIED BY
	THEIR FIXTURE DESIGNATIONS. PLEASE SEE SOME FIXTURES
	ARE MISSING THIS.
	PLEASE SEE OTHER FIXTURES WHICH ARE INDICATED AS "UT",
	HOWEVER THIS FIXTURE IS NOT LOCATED ON FIXTURE
	SCHEDULED AND THE SYMBOL AROUND THE FIXTURE IS NOT
	SIMILAR AND COULD NOT BE LOCATE ANY OTHER DESIGNATION
	OR REFERENCE ON PLANS. PLEASE CLARIFY THIS?
	FBC 106.1.2 ADMIN SECTION.

	9) NOTE: PLEASE SEE THERE ARE SEVERAL CIRCUITS ON PLANS
	WHICH DO NOT SEEM TO BE SHOWN GOING THROUGH ANY OF THE
	LCP'S?
	PLEASE PROVIDE A COMPLETE LCP SCHEDULE FOR ALL
	CIRCUITS.
	13-415.1.ABC.1.1, .1.2, AND .1.3.

	10) NOTE: PLEASE PROVIDE MORE INFORMATION ON MAIN 1 OF
	2. PLEASE INDICATE SIZE, VOLTAGEETC.
	230, 240, 110.3, 90.7
	FBC 106.1.2

	11) NOTE: PLEASE SEE MISSING AN EQUIPMENT GROUNDING
	CONDUCTOR FROM THIS MAIN 1 OF 2 TO THE EXISTING MDP
	PANEL.
	IT IS NOTED THAT THE SYSTEM SHALL SEPARATE ALL NEUTRAL
	AND GROUND CONNECTIONS AT THE EXISTING MDP. 250.24B,
	250.110, 250.122
	FBC 106.1.2 ADMIN SECTION.

	12) NOTE: PLEASE SEE AN "EQUIPMENT GROUNDING CONDUCTOR"
	IS BEING SHOWN FROM THE FPL TRANSFORMER TO THE NEW MAIN
	2 OF 2? PLEASE SEE 250.6, AND 250.24 AS EQUIPMENT
	GROUNDING CONDUCTORS ARE ONLY INSTALLED AFTER THE FIRST
	MEANS OF DISCONNECT.

	13) NOTE: PLEASE INDICATE ALL CONTINUOUS LOADS AND THE
	LARGEST MOTOR LOADS ON EACH PANEL AND SERVICE AT 125%.
	PLEASE SEE NO LOAD CALCULATIONS OR LOAD SUMMARY COULD
	BE LOCATED.
	220.3, 220.10, 220.11, 220.13, 215.3 AND 230.42 ETC.
	FBC ADMIN SECTION 106.3.5.1.2

	14) NOTE: PLEASE SEE PANEL "L2 AA" IS BEING SHOWN FED
	FROM MULTIPLE PANELS. PLEASE SEE THIS PANEL IS SHOWN
	FED FROM BOTH "DP2A" AND "DP2B". PLEASE CORRELATE AND
	ADJUST.
	PLEASE SEE RISER AS THE RISER SHOWS THIS PANEL ONLY
	BEING FED FROM DP2A.
	FBC 106.1.2.

	15) NOTE: PLEASE SEE PANEL "DP1B" WHICH INDICATES A
	FEED TO A PANEL "L1BB" , YET NO PANEL SCHEDULE COULD BE
	LOCATED ON THE PLANS SUBMITTED.
	FBC 106.1.2

	16) NOTE: PLEASE SEE A PANEL SCHEDULE FOR "L3AB" WAS
	SUBMITTED ON PANEL SCHEDULES, HOWEVER COULD NOT LOCATED
	ON ANY OTHER OF THE PANEL SCHEDULE WHERE THIS IS FED
	FROM OR COULD NOT LOCATED THIS ON THE ELECTRICAL RISER
	DIAGRAM EITHER.PLEASE CLARIFY.
	FBC 106.1.2, 106.3.5.1.2

	17) NOTE: PLEASE BE SURE TO GO THROUGH PLANS AND
	CORRELATE ALL PANELS SHOWN ON PLANS WITH THE RISER
	DIAGRAM AND PANEL SCHEDULES SUBMITTED.
	FBC 106.1.2, 106.3.5.1.2

	18) NOTE: PLEASE SEE INDICATE ANY FIRE SPRINKLER WATER
	LINE AS PART OF THE GROUNDING ELECTRODE SYSTEM.
	250.106

	19) NOTE: PLEASE SEE FBC 2004 11-4.28.2 AND
	11-4.28.3(4) FOR ALL AUDIBLE AND VISUAL DEVICES. PLEASE
	SEE 11-4.28.1 FOR LOCATION REQUIREMENTS. PLEASE BE SURE
	FA PLANS INDICATE ALL THE MINIMUM LEVELS PER ADA AND
	PLACES NOTES ALSO FOR FBC SECTIONS AS GIVEN.

	** PLEASE KNOW AS THERE ARE MANY ITEMS NOT SHOWN OR
	MISSING, THERE MAY BE COMMENTS ON THE FOLLOWING
	REVIEW.

	** 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.

	* 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 SUBMIT THE ABOVE INFORMATION FOR REVIEW.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]
2006-11-27 07:00:34	REVIEW IN PROGRESS
2006-11-26 15:03:26	ONE ROLL INELECTRICALFOR REVIEW.

Review Stop	ENG			ENGINEERING CSD
Rev No	4	Status	P	Date	2007-08-29			Cont ID
Sent By	rchokshi			Date	2007-08-29	Time	09:14	Rev Time	0.00
Received By	rchokshi			Date	2007-08-29	Time	09:13	Sent To

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	F	Date	2007-08-16			Cont ID
Sent By	rchokshi			Date	2007-08-16	Time	13:37	Rev Time	0.00
Received By	rchokshi			Date	2007-08-16	Time	13:09	Sent To

Notes

2007-08-16 13:37:34	FAILED FOR FOLLOWING REASONS:

	WE HAVE A NEW FOLLOWING REQUIREMENTS, PLEASE RESPOND
	THIS TOO.

	1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
	PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
	NOI.
	YOU CAN GET NOI INFO FROM
	WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
	NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
	EFFECTIVE MAY 1, 2003
	THIS IS KIND OF A NEW REQUIREMENTS. YOU MAY HAVE
	ALREADY APPLIED FOR NOI. JUST SEND US A COPY NOITHAT
	YOU APPLY AT FDEP, NPDES STORM WATER SECTION,.

	2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
	DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
	MUST BE ACCESSIBLE FOR PICKUP TRUCK.
	3. PLEASE SHOW ON CALCULATION HOW DID YOU DETERMINE
	FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ELEVATION ,
	SIDEWALK ELEVATION. YOU ALSOMUST MEET FLOOD ZONE OF
	THAT AREA, FL BLDG CODE. PLEASE SHOW ON CALS WHAT
	CRITERIA YOU USED IN DETERMINING FIRST FLOOR ELEVATION
	LIKE 5 YEAR,10 YEAR, 25 YEAR, 100 YEAR FLOOD, PLEASE
	SHOW ALL THESE IN CALCULATIONS,YOU NEED TO USE THE
	WORST CASE TO GET SAFER DESIGN FOR FIRST FLOOR
	ELEVATION. THEN SHOW THE RESULT FROM CALCULATIONS THAT
	FIRST FLOOR ELEVATION IS HIGH ENOUGH.
	4. PLEASE PROVIDE A COPY OF SFWMD PERMIT, & RESUBMIT
	GEOTECH REPORT AGAIN.
	5.IN YOUR STORM WATER QUALITY CALCULATIONS, YOU DID NOT
	USE THE WORST CASE FOR SAFER DESIGN, 2.5" CRITERIA,
	YOU SAID" PER CARLOSDEROJA ONLY 1" RUNOFF..."
	WELL,YOU NEED TO PROVIDE A LETTER FROM CARLOS FOR
	THAT REASONOTHERWISEYOU NEED TO USE 2.5" CRITERIA
	FOR WATER QUALITY CALS.
	6.HOW DIDYOU CONNECT TO THE STORM WATER PIPES IN YOUR
	SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES
	AROUND YOUR SITE SO, WE CANSEE THE BEST STORM WATER
	PIPE TO CONNECT WITH THE STORM WATERFROM ALL OTHER
	STORM WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL
	STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
	ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
	7.POLLUTION PREVENTION: YOUR PLANS SHOW SILT FENCE
	PARTIALLY AT SOME LOCATIONS NOTAROUND THE WHOLE SITE.
	SILT FENCE MUST BE COMPLETELY AROUND THE SITE.
	8. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVE
	9. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
	YOUR SITE FOR STORM WATER DRAIN.

	PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
	PERMITTING PROCESS.

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2007-05-10			Cont ID
Sent By	rchokshi			Date	2007-05-10	Time	16:12	Rev Time	0.00
Received By	rchokshi			Date	2007-05-10	Time	15:31	Sent To

Notes

2007-05-10 16:12:42
	FAILED FOR FOLLOWING REASONS: VERY IMPORTANT,PLEASE
	RESPOND EACH ITEM OF THE LINE#.

	1. PLEASE SHOW ON DRAWINGS ALL STANDARDS NOTES OF CITY
	OF WPB FOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
	PARKING, HANDICAP PARKING, PAINTPER CITY CODES
	ETC.YOU CAN GET A CD FROM 100045TH STREET ENG.,, MUST
	MEETALSO ADA,,STANDARDS AND PLEASE SHOW ON THE
	DRAWINGS.
	2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
	DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
	MUST BE ACCESSIBLE FOR PICKUP TRUCK.
	3. PLEASE SHOW ON DRAWINGS FIRST FLOOR ELEVATION,
	CENTER LINE OF ROAD ELEVATION , SIDEWALK ELEVATION MUST
	MEET FLOOD ZONE OF THAT AREA & FL BLDG CODE.WHAT
	CRITERIA YOU USED IN DETERMINING FIRST FLOOR ELEVATION
	LIKE 5 YEAR,10 YEAR, 25 YEAR, 100 YEAR FLOOD, PLEASE
	SHOW ALL THESE CALCULATIONS,YOU NEED TO USE THE WORST
	CASE TO GET SAFER DESIGN FOR FIRST FLOOR ELEVATION.
	PLEASE SHOW ON THE DRAWINGSTHAT ON FIRST FLOOR
	ELEVATION.
	4. PLEASE PROVIDE A COPY OF SFWMD PERMIT, & GEOTECH
	REPORT AGAIN.
	5.IN YOUR STORM WATER QUALITY CALCULATIONS, WHY YOU DID
	NOT USE THE WORST CASE FOR SAFER DESIGN, 2.5" CRITERIA,
	YOU CALCULATED RETENTION VOLUME 0.45 ACRE-FEET ,
	INSTEAD YOU USED .07 ACRE-FEET. TO DETERMINE THE LENGTH
	OF EXFILTRATION TRENCH,WOULD HAVE BEEN LONGER AND
	SAFER IF YOU USED 0.45 ACRE-FEET.. PLEASE EXPLAIN.
	PLEASE GET A COPY OF THIS CRITERIA FROM SFWMD FOR
	DETAIL CALS & METHODS.
	6. PLEASE PROVIDE ON DRAWINGS THE TOTAL SITE AREA,
	PERVIOUS AREA, GREEN, LAKES, ETC,IMPERVIOUS
	AREA,BUILDING,PARKING LOT,SIDEWALK ETC.
	7. HOW DIDYOU CONNECT TO THE STORM WATER PIPES IN
	YOUR SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER
	PIPES AROUND YOUR SITE SO, WE CANSEE THE BEST STORM
	WATER PIPE TO CONNECT WITH THE STORM WATERFROM ALL
	OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE
	CONTROL STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
	ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
	8. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
	ETC., PLANS SHOWING SILT FENCE AROUND THE SITE
	9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVE
	10. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
	YOUR SITE FOR STORM WATER DRAIN.

	PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
	PERMITTING PROCESS.

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2006-11-18			Cont ID
Sent By	rchokshi			Date	2006-11-18	Time	10:22	Rev Time	0.00
Received By	rchokshi			Date	2006-11-18	Time	10:22	Sent To

Notes

2006-11-18 10:22:18	WE DID NOT RECEIVED CIVIL PLANS FOR REVIEW. SO MAKE
	SURE YOU HAVE INCLUDED THE FOLLOWING INFO IN YOUR
	SUBMITTAL TO EXPEDITE THE PERMITTING PROCESS.
	1. PLEASE PROVIDE DRAINAGE/STORM WATERPLANS. LIKE
	SHEET C-1, C-2, ETC, JUST A SUGESTION
	2. PLEASE SHOW ALL STANDARDS NOTES OF CITY OF WPB ON
	DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
	PARKING, HANDICAP PARKING, PAINTPER CITY CODES ETC.,,
	MUST MEET PER ADA,,ETC.,
	3. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
	DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
	MUST BE ACCESSIBLE FOR PICKUP TRUCK.
	4. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
	SIDEWALK ELEVATION MUST MEET FL BLDG CODE,PLEASE SHOW
	ON THE DRAWINGS THAT YOU MEET FL BLDG CODES.
	5. PLEASE PROVIDE A COPY OF SFWMD PERMIT, & GEOTECH
	REPORT
	6.PLEASE SHOW STORM WATER CALCULATIONS, WHAT CRITERIA
	YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER ENTIRE SITE
	OR2.5"CRITERIA, ?PERVIOUS AREA, LIKE GREEN,
	LAKES, ETC,IMPERVIOUS AREA CAL.,
	7. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
	PROJECT ONLY ? SO, WE CAN CHECK PERVIOUS, IMPERVIOUS
	CAL.
	8. HOW DIDYOU CONNECT TO THE STORM WATER PIPES IN
	YOUR SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER
	PIPES AROUND YOUR SITE SO, WE CANSEE THE BEST STORM
	WATER PIPE TO CONNECT WITH THE STORM WATERFROM ALL
	OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE
	CONTROL STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
	ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
	9. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
	ETC., PLANS SHOWING SILT FENCE AROUND THE SITE
	10. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVE
	11. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
	YOUR SITE FOR STORM WATER DRAIN.

	PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
	PERMITTING PROCESS

	RASIK CHOKSHI805-6723

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	9	Status	P	Date	2009-04-14			Cont ID
Sent By	mawillia			Date	2009-04-14	Time	16:10	Rev Time	0.00
Received By	mawillia			Date	2009-04-14	Time	15:40	Sent To

Notes

2009-04-14 16:00:06	**REVISION APPROVED***

	REVISED PLAN SHEETS A3.1.1, E2.1.1, E2.1.2, E.2.2.1,
	AND E2.2.2 WERE STAMPED, INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	8	Status	F	Date	2009-02-24			Cont ID
Sent By	mawillia			Date	2009-02-24	Time	13:24	Rev Time	0.00
Received By	mawillia			Date	2009-02-24	Time	12:33	Sent To

Notes

2009-02-24 12:41:52	***DENIED***

	1. THE REVISED PLANS SHALL BE SUBMITTED UNDER THE THE
	FIRE SPRINKLER PERMIT (PERMIT # 08060337).

	2. THE NUMERICAL ADDRESS SHOWN IN THE TITLE BLOCK OF
	THE PLANS SHOULD BE REFLECTED AS 821 NORTH FLAGLER
	DRIVE.


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	7	Status	P	Date	2009-02-17			Cont ID
Sent By	mawillia			Date	2009-02-17	Time	12:43	Rev Time	0.00
Received By	mawillia			Date	2009-02-17	Time	11:28	Sent To

Notes

2009-02-17 12:43:55	*****REVISIONS #7 (07/0708) & #13 (10/02/08) APPROVED


	REVISED PLAN SHEETS FA 2.1.2, FA 2.2.2, AND FA 2.3 WERE
	STAMPED, INITIALED AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	6	Status	P	Date	2008-07-18			Cont ID
Sent By	mwennerg			Date	2008-07-18	Time	13:41	Rev Time	0.00
Received By	mwennerg			Date	2008-07-18	Time	13:41	Sent To

Notes

2008-07-18 13:42:15

REVISION DATED 4/14/08

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	5	Status	P	Date	2007-12-13			Cont ID
Sent By	mawillia			Date	2007-12-13	Time	17:42	Rev Time	0.00
Received By	mawillia			Date	2007-12-13	Time	17:39	Sent To

Notes

2007-12-13 17:42:23	***APPROVED***

	PLAN SHEETS LS2.1.0 THRU LS2.3.0, A3.1.1, FA0.1 THRU
	FA2.4.2, AND FS0.1 THRU FS2.3.2 WERE STAMPED,
	INITIALED, AND DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	4	Status	P	Date	2007-11-19			Cont ID
Sent By	mawillia			Date	2007-11-19	Time	12:47	Rev Time	0.00
Received By	mawillia			Date	2007-11-19	Time	11:36	Sent To

Notes

2007-11-19 11:48:18	***PROVISO***

	* OLD COMMENTS:ALL COMMENTS FROM THE PREVIOUS FIRE
	PLAN REVIEWS HAVE BEEN ADDRESSED;HOWEVER, THE
	APPROPIATE PLAN SHEETS TO BE FIRE-STAMPED WHEN THE
	BELOW COMMENT AS WELL AS ANY OTHER CONCERNS OF THE
	OTHER PLAN REVIEWERS HAVE BENN SATISFIED

	* NEW COMMENT:THE NUMERICAL ADDRESS FOR THE BUILDING
	IS 821 INSTEAD OF 807 AS LISTED ON THE SUBMITTED PLAN
	SHEETS.

	A.)THE CORRECT/ACTUALADDRESS OF THE PROJECT SITE
	SHALL BE IN THE TITLE BLOCK OF EACH SUBMITTED PLAN
	SHEET

	B.)ON THE APPROPIATE EXTERIOR ELEVATION, DISPLAY/SHOW
	THE NUMERICAL ADDRESS SO THAT IT DISTINGUISHABLE FROM
	THE OTHER CAMPUS BUILDINGS






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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	F	Date	2007-09-14			Cont ID
Sent By	mawillia			Date	2007-09-14	Time	18:58	Rev Time	0.00
Received By	mawillia			Date	2007-09-14	Time	18:33	Sent To

Notes

2007-09-14 18:58:24	***DENIED***
	THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
	PLAN REVIEW STILL NEED TO BE ADDRESSED:
	.
	09. ALL FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA
	80.PANIC HARDWARE OR FIRE EXIT PANIC HARDWARE SHALL
	REQUIRED ON ALL EXIT DOORS THAT SERVE AND OCCUPANT LOAD
	OF 100 OR MORE PERSONS.ADD COMMENT TO AN APPROPIATE
	PLAN SHEET


	14.INTERIOR WALL AND CEILING FINISH CLASSIFICATION
	SHALL BE CLASS A OR CLASS B IN GENERAL ASSEMBLY AREAS
	HAVING AN OCCUPANT LOAD OF MORE THAN 300 AND SHALL BE
	CLASS A, CLASS B, OR CLASS C IN ASSEMBLY AREAS HAVING
	OCCUPANTS OF 300 OR FEWER.SPECIFY

	15.ELEVATORS TO COMPLY WITH ASME A17.1; WARNING SIGNS
	WILL BE REQUIRED IN ELEVATOR LOBBY.THE ELEVATORS (OR
	AT LEAST ONE ELEVATOR) SHOULD BE ACCESSIBLE FOR AN
	EMERGENCY MEDICAL STRETCHER OR GOURNEY.ADD COMMENT TO
	AN APPROPIATE PLAN SHEET



	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING HOW/WHERE (ON THE PLANS) EACH COMMENT
	WAS ADDRESSED


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2007-05-21			Cont ID
Sent By	mawillia			Date	2007-05-21	Time	14:38	Rev Time	0.00
Received By	mawillia			Date	2007-05-21	Time	13:59	Sent To

Notes

2007-05-21 14:38:18	***DENIED***
	THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
	PLAN REVIEW STILL NEED TO BE ADDRESSED:


	01.THE ADDRESS OF WHERE THE SCOPE OF WORK WILL BE
	CONDUCTED SHALL BE IN THE TITLE BLOCK OF EACH SUBMITTED
	PLAN SHEET.
	02.NFPA 101- 2003 EDITION AND THE FLORIDA FIRE
	PREVENTION CODE - 2004 EDITION SHALL BE REFERENCED. 03.
	STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241. 04.
	CONSTRUCTION AND/OR DEMOLITION OPERATIONS SHALL NOT
	HINDER OR INTERFERE WITH EMERGENCY RESPONSE ACCESS TO
	THE SAID PROPERTY OR THE VICINITY THEREOF (INCLUDING
	FIRE LANES).
	07. KNOX BOX FOR THE BUILDING WILL BE REQUIRED. CONTACT
	THE FIRE PREVENTION BUREAU AT (561) 804-4724 FOR
	APPLICATIONS.
	09. ALL FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA
	80.PANIC HARDWARE OR FIRE EXIT PANIC HARDWARE SHALL
	REQUIRED ON ALL EXIT DOORS THAT SERVE AND OCCUPANT LOAD
	OF 100 OR MORE PERSONS.
	10. DELAYED-EGRESS LOCKS OR ACCESS-CONTROLLED EGRESS
	DOORS SHALL COMPLY NFPA 101, CH. 7.2.1.6
	11.EXIT/EGRESS FROM THE BUILDING AND/OR FLOOR SHALL
	COMPLY WITH APPLICABLE FIRE AND BUILDING CODES (SEE
	BUILDING PLAN REVIEW COMMENTS).
	12.NO EQUIPMENT SHALL BE ALLOWED INSIDE OR PENETRATE
	EXIT ENCLOSURES UNLESS THE EXCEPTIONS OF NFPA 101,
	7.1.3.2.1. (6) ARE MET.
	14.INTERIOR WALL AND CEILING FINISH CLASSIFICATION
	SHALL BE CLASS A OR CLASS B IN GENERAL ASSEMBLY AREAS
	HAVING AN OCCUPANT LOAD OF MORE THAN 300 AND SHALL BE
	CLASS A, CLASS B, OR CLASS C IN ASSEMBLY AREAS HAVING
	OCCUPANTS OF 300 OR FEWER.
	15.ELEVATORS TO COMPLY WITH ASME A17.1; WARNING SIGNS
	WILL BE REQUIRED IN ELEVATOR LOBBY.THE ELEVATORS (OR
	AT LEAST ONE ELEVATOR) SHOULD BE ACCESSIBLE FOR AN
	EMERGENCY MEDICAL STRETCHER OR GOURNEY.
	17.IF SO EQUIPPED WITH A COOKING HOOD, SEPARATE PLANS
	AND PERMIT WILL BE REQUIRED.


	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING HOW/WHERE (ON THE PLANS) EACH COMMENT
	WAS ADDRESSED


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2007-02-08			Cont ID
Sent By	mawillia			Date	2007-02-08	Time	13:22	Rev Time	0.00
Received By	mawillia			Date	2007-02-08	Time	13:22	Sent To

Notes

2007-02-08 15:28:56	***DENIED***


	01.THE ADDRESS OF WHERE THE SCOPE OF WORK WILL BE
	CONDUCTED SHALL BE IN THE TITLE BLOCK OF EACH SUBMITTED
	PLAN SHEET.
	02.NFPA 101- 2003 EDITION AND THE FLORIDA FIRE
	PREVENTION CODE - 2004 EDITION SHALL BE REFERENCED. 03.
	STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241. 04.
	CONSTRUCTION AND/OR DEMOLITION OPERATIONS SHALL NOT
	HINDER OR INTERFERE WITH EMERGENCY RESPONSE ACCESS TO
	THE SAID PROPERTY OR THE VICINITY THEREOF (INCLUDING
	FIRE LANES).
	05.FIRE DEPARTMENT CONNECTIONS (FDC) SHALLBE
	POSITIONED AS TO NOT BEING BLOCKED BY LANDSCAPING,
	STORAGE, VESSELS, AND SUPPLIES.PROPER CLEARANCES ARE
	TO BE MAINTAINED AT ALL TIMES.
	06.KNOXLOCKING CAPS ARE REQUIRED FOR NEW FIRE
	DEPARTMENT CONNECTIONS.
	07. KNOX BOX FOR THE BUILDING WILL BE REQUIRED. CONTACT
	THE FIRE PREVENTION BUREAU AT (561) 804-4724 FOR
	APPLICATIONS.
	08.THE FIRE SPRINKLER SYSTEM IN CONJUNCTION WITH THE
	FIRE ALARM SYSTEM SHALL BE MONITORED BY A LICENSED UL
	LISTED CENTRAL STATION APPROVED FOR CENTRAL STATION
	SERVICE.
	09. ALL FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA
	80.PANIC HARDWARE OR FIRE EXIT PANIC HARDWARE SHALL
	REQUIRED ON ALL EXIT DOORS THAT SERVE AND OCCUPANT LOAD
	OF 100 OR MORE PERSONS.
	10. DELAYED-EGRESS LOCKS OR ACCESS-CONTROLLED EGRESS
	DOORS SHALL COMPLY NFPA 101, CH. 7.2.1.6
	11.EXIT/EGRESS FROM THE BUILDING AND/OR FLOOR SHALL
	COMPLY WITH APPLICABLE FIRE AND BUILDING CODES (SEE
	BUILDING PLAN REVIEW COMMENTS).
	12.NO EQUIPMENT SHALL BE ALLOWED INSIDE OR PENETRATE
	EXIT ENCLOSURES UNLESS THE EXCEPTIONS OF NFPA 101,
	7.1.3.2.1. (6) ARE MET.
	13. PLEASE PROVIDE PRESCRIPTIVE STRENGHT REQUIREMENTS
	FOR ALL NEW HANDRAILS AND GUARDRAILS (INCLUDING
	EMERGENCY OVERFLOW AREA).
	14.INTERIOR WALL AND CEILING FINISH CLASSIFICATION
	SHALL BE CLASS A OR CLASS B IN GENERAL ASSEMBLY AREAS
	HAVING AN OCCUPANT LOAD OF MORE THAN 300 AND SHALL BE
	CLASS A, CLASS B, OR CLASS C IN ASSEMBLY AREAS HAVING
	OCCUPANTS OF 300 OR FEWER.
	15.ELEVATORS TO COMPLY WITH ASME A17.1; WARNING SIGNS
	WILL BE REQUIRED IN ELEVATOR LOBBY.THE ELEVATORS (OR
	AT LEAST ONE ELEVATOR) SHOULD BE ACCESSIBLE FOR AN
	EMERGENCY MEDICAL STRETCHER OR GOURNEY.
	16.DUCT SMOKE DETECTORS SHALL INITIATE A GENERAL FIRE
	ALARM IN ACCORDANCE WITH LOCAL REQUIREMENTS.AMEND
	SHEET FA0.1, FIRE ALARM NOTE #17.
	17.IF SO EQUIPPED WITH A COOKING HOOD, SEPARATE PLANS
	AND PERMIT WILL BE REQUIRED.
	18.HOW WILL EMISSIONS FROM VEHICLES IN THE PARKING
	GARAGE BE CONTROLLED OR MANAGED AS TO NOT COMMUNICATE
	TO OTHER AREAS OF THE STRUCTURE?


	TO EXPEIDITE THE PLAN REVIEW PROCESS, INCLUDE A
	RESPONSE LETTER INDICATING HOW/WHERE EACH ITEM WAS
	ADDRESSED.


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

Review Stop	I			INCOMING/PROCESSING
Rev No	32	Status	N	Date	2009-07-31			Cont ID
Sent By	btrobaug			Date	2009-07-31	Time	13:48	Rev Time	0.00
Received By	btrobaug			Date	2009-07-31	Time	13:47	Sent To	B

Notes

2009-07-31 13:48:07

	TO JIM W./WRT.

Review Stop	I			INCOMING/PROCESSING
Rev No	31	Status	N	Date	2009-07-10			Cont ID
Sent By	jgomez			Date	2009-07-10	Time	09:25	Rev Time	0.00
Received By	jgomez			Date	2009-07-10	Time	09:25	Sent To

Notes

2009-07-10 09:26:03

SENT TO WITMER'S DESK.

Review Stop	I		INCOMING/PROCESSING
Rev No	30	Status	Date	2009-07-31			Cont ID
Sent By	btrobaug		Date	2009-06-12	Time	13:46	Rev Time	0.00
Received By	btrobaug		Date	2009-06-12	Time	11:10	Sent To

Notes

2009-06-12 11:11:04

SENT TO KS DESK (REVISION)

Review Stop	I			INCOMING/PROCESSING
Rev No	29	Status	N	Date	2009-06-02			Cont ID
Sent By	btrobaug			Date	2009-06-02	Time	15:08	Rev Time	0.00
Received By	btrobaug			Date	2009-06-02	Time	15:08	Sent To	B

Notes

2009-06-02 15:08:45

TO JIM

Review Stop	I			INCOMING/PROCESSING
Rev No	28	Status	N	Date	2009-05-21			Cont ID
Sent By	dpalmer			Date	2009-05-21	Time	11:24	Rev Time	0.00
Received By	dpalmer			Date	2009-05-21	Time	11:24	Sent To

Notes

2009-05-21 11:25:09

TO RR DESK

Review Stop	I			INCOMING/PROCESSING
Rev No	27	Status	N	Date				Cont ID
Sent By				Date	2009-05-21	Time		Rev Time	0.00
Received By	jgomez			Date	2009-05-19	Time	11:58	Sent To

Notes

2009-05-19 11:59:05

TO RON'S DESK.

Review Stop	I			INCOMING/PROCESSING
Rev No	26	Status	N	Date				Cont ID
Sent By				Date	2009-05-13	Time		Rev Time	0.00
Received By	jwitmer			Date	2009-05-13	Time	08:34	Sent To	Z

Notes

2009-05-13 08:35:31

INCOMING TO ZONING SHEET L-1 LANDSCAPE REVISION

Review Stop	I			INCOMING/PROCESSING
Rev No	25	Status	N	Date	2009-05-05			Cont ID
Sent By	dpalmer			Date	2009-05-05	Time	11:24	Rev Time	0.00
Received By	dpalmer			Date	2009-05-05	Time	11:24	Sent To	M

Notes

2009-05-05 11:24:49

TO RR

Review Stop	I			INCOMING/PROCESSING
Rev No	24	Status	N	Date	2009-05-01			Cont ID
Sent By	lmartine			Date	2009-05-01	Time	16:36	Rev Time	0.00
Received By	lmartine			Date	2009-05-01	Time	16:35	Sent To

Notes

2009-05-01 16:35:55

TO C-18

Review Stop	I			INCOMING/PROCESSING
Rev No	23	Status	N	Date	2009-04-02			Cont ID
Sent By	adarroug			Date	2009-04-02	Time	11:23	Rev Time	0.00
Received By	adarroug			Date	2009-04-02	Time	11:23	Sent To	Z

Notes

2009-04-02 11:23:42

TO "Z" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	22	Status	N	Date	2009-03-13			Cont ID
Sent By	adarroug			Date	2009-03-13	Time	11:21	Rev Time	0.00
Received By	adarroug			Date	2009-03-13	Time	11:21	Sent To	Z

Notes

2009-03-13 11:21:21

TO "Z" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	21	Status	N	Date	2009-03-09			Cont ID
Sent By	adarroug			Date	2009-03-09	Time	15:13	Rev Time	0.00
Received By	adarroug			Date	2009-03-09	Time	15:13	Sent To

Notes

2009-03-09 15:13:45

TO "COMM" BD#43

Review Stop	I			INCOMING/PROCESSING
Rev No	20	Status	N	Date	2009-03-02			Cont ID
Sent By	adarroug			Date	2009-03-02	Time	16:08	Rev Time	0.00
Received By	adarroug			Date	2009-03-02	Time	16:08	Sent To	Z

Notes

2009-03-02 16:08:40

TO "Z" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	19	Status	N	Date	2009-02-25			Cont ID
Sent By	adarroug			Date	2009-02-25	Time	15:46	Rev Time	0.00
Received By	adarroug			Date	2009-02-25	Time	15:46	Sent To	FIRE

Notes

2009-02-25 15:46:59

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	18	Status	N	Date	2009-02-13			Cont ID
Sent By	adarroug			Date	2009-02-13	Time	16:38	Rev Time	0.00
Received By	adarroug			Date	2009-02-13	Time	16:38	Sent To	Z

Notes

2009-02-13 16:39:39

TO "Z" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	17	Status	N	Date	2009-02-09			Cont ID
Sent By	adarroug			Date	2009-02-09	Time	16:48	Rev Time	0.00
Received By	adarroug			Date	2009-02-09	Time	16:48	Sent To	FIRE

Notes

2009-02-09 16:49:12

TO "F" BOX/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	16	Status	N	Date	2009-01-21			Cont ID
Sent By	adarroug			Date	2009-01-21	Time	09:56	Rev Time	0.00
Received By	adarroug			Date	2009-01-21	Time	09:56	Sent To

Notes

2009-01-21 09:58:04

TO "COMM" BD#8/PLANS ON RACK--3 LARGE FOLDED PLANS

Review Stop	I			INCOMING/PROCESSING
Rev No	15	Status	N	Date	2008-10-30			Cont ID
Sent By	adarroug			Date	2008-10-30	Time	14:36	Rev Time	0.00
Received By	adarroug			Date	2008-10-30	Time	14:36	Sent To	B

Notes

2008-10-30 14:38:40

TO "JWITMER" DESK/SUBMITTED

Review Stop	I			INCOMING/PROCESSING
Rev No	14	Status	N	Date	2008-07-29			Cont ID
Sent By	adarroug			Date	2008-07-29	Time	16:21	Rev Time	0.00
Received By	adarroug			Date	2008-07-29	Time	16:20	Sent To

Notes

2008-07-29 16:22:56

TO "COMM" BD#48

Review Stop	I			INCOMING/PROCESSING
Rev No	13	Status	N	Date	2008-06-19			Cont ID
Sent By	adarroug			Date	2008-06-19	Time	14:12	Rev Time	0.00
Received By	adarroug			Date	2008-06-19	Time	14:12	Sent To

Notes

2008-06-19 14:12:14

TO "COMM" BD#28

Review Stop	I			INCOMING/PROCESSING
Rev No	12	Status	N	Date	2008-06-16			Cont ID
Sent By	adarroug			Date	2008-06-16	Time	14:33	Rev Time	0.00
Received By	adarroug			Date	2008-06-16	Time	14:33	Sent To	B

Notes

2008-06-16 14:33:41

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	11	Status	N	Date	2008-05-30			Cont ID
Sent By	adarroug			Date	2008-05-30	Time	16:57	Rev Time	0.00
Received By	adarroug			Date	2008-05-30	Time	16:57	Sent To	B

Notes

2008-05-30 16:57:38

TO "JWITMER" DESK/RESUB

Review Stop	I			INCOMING/PROCESSING
Rev No	10	Status	N	Date	2008-05-15			Cont ID
Sent By	adarroug			Date	2008-05-15	Time	14:31	Rev Time	0.00
Received By	adarroug			Date	2008-05-15	Time	14:31	Sent To	B

Notes

2008-05-15 14:32:37

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	9	Status	N	Date	2008-05-01			Cont ID
Sent By	adarroug			Date	2008-05-01	Time	12:47	Rev Time	0.00
Received By	adarroug			Date	2008-05-01	Time	12:47	Sent To	B

Notes

2008-05-01 12:47:48

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	8	Status	N	Date	2008-05-01			Cont ID
Sent By	adarroug			Date	2008-05-01	Time	09:55	Rev Time	0.00
Received By	adarroug			Date	2008-05-01	Time	09:55	Sent To	B

Notes

2008-05-01 09:56:14

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	7	Status	N	Date	2008-04-07			Cont ID
Sent By	adarroug			Date	2008-04-07	Time	15:58	Rev Time	0.00
Received By	adarroug			Date	2008-04-07	Time	15:58	Sent To	B

Notes

2008-04-07 15:58:33

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	6	Status	N	Date	2007-12-12			Cont ID
Sent By	adarroug			Date	2007-12-12	Time	08:43	Rev Time	0.00
Received By	adarroug			Date	2007-12-12	Time	08:43	Sent To

Notes

2007-12-12 08:44:15

TO "COMM" BD#9/PLANS ON RACK-3 ROLLS

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2007-10-12			Cont ID
Sent By	adarroug			Date	2007-10-12	Time	09:04	Rev Time	0.00
Received By	adarroug			Date	2007-10-12	Time	09:04	Sent To

Notes

2007-11-02 09:24:46	TO "COMM" BD#11--PLANS ON RACK/4 ROLLS
2007-10-12 09:05:11	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2007-08-07			Cont ID
Sent By	dpalmer			Date	2007-08-07	Time	18:09	Rev Time	0.00
Received By	dpalmer			Date	2007-08-07	Time	18:09	Sent To

Notes

2007-08-07 18:09:36

TO COMM BOARD # 10, PLANS ON RACK.

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2007-07-26			Cont ID
Sent By	adarroug			Date	2007-07-26	Time	14:34	Rev Time	0.00
Received By	adarroug			Date	2007-07-26	Time	14:34	Sent To

Notes

2007-07-26 14:34:36

WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-03-29			Cont ID
Sent By	dpalmer			Date	2007-03-29	Time	18:40	Rev Time	0.00
Received By	dpalmer			Date	2007-03-29	Time	18:40	Sent To

Notes

2007-04-04 17:08:47	TO COMM BOARD # 45
2007-03-29 18:40:40	WAITING FOR COMM BOARD.

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-02-08			Cont ID
Sent By	mawillia			Date	2007-02-08	Time	13:22	Rev Time	0.00
Received By	mawillia			Date	2006-11-15	Time	10:52	Sent To

Notes

2006-11-15 10:53:13

TO "COMM" BD#38

Review Stop	L			LANDSCAPING
Rev No	4	Status	P	Date	2009-05-26			Cont ID
Sent By	rkussner			Date	2009-05-26	Time	13:46	Rev Time	0.00
Received By	rkussner			Date	2009-05-26	Time	13:46	Sent To

Notes

2009-05-26 13:51:08	*LANDSCAPE REVIEW PASSED WITH 'PROVISO'*

	FINAL C/O WILL NOT BE ISSUED UNTIL MINOR AMENDMENT HAS
	BEEN SUBMITTED AND APPROVED BY THE PLANNING DEPARTMENT
	TO INCLUDE CHANGES OUTSIDE OF THE WORK LIMITS. ALL
	PLANS SHALL REFLECT ACCURATE INFORMATION. THE APPLICANT
	SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS AND
	HAVE THEM APPROVED AND FINALED PRIOR TO C/O. RAK & AMA

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

Review Stop	L			LANDSCAPING
Rev No	3	Status	F	Date	2009-05-14			Cont ID
Sent By	rkussner			Date	2009-05-14	Time	16:08	Rev Time	0.00
Received By	rkussner			Date	2009-05-14	Time	16:08	Sent To

Notes

2009-05-14 16:16:50	*LANDSCAPE REVIEW FAILED*

	1. THE CONCRETE APRON ON 8TH STREET SHALL BE REDUCED
	DOWN TO THE WIDTH OF THE FENCE OPENING AS WAS
	ORIGINALLY SHOWN ON THE LANDSCAPE PLAN. SOD, IRRIGATION
	AND THE LIVE OAK SHALL BE PLANTED IN THAT AREA AS
	ORIGINALLY APPROVED..

	2. THE COCONUT TREES PLANTED ALONG THE ATLHLETIC FIELD
	SHALL BE SHOWN ON THE LANDSCAPE PLAN.

	3. THE WALKWAY ACROSS FROM THE ACCESS INTO THE GARAGE
	SHALL BE SHOWN AS IT EXISTS.

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

Review Stop	L			LANDSCAPING
Rev No	2	Status	P	Date	2009-04-07			Cont ID
Sent By	rkussner			Date	2009-04-07	Time	09:16	Rev Time	0.00
Received By	rkussner			Date	2009-04-07	Time	09:16	Sent To	Z

Notes

***NONE***

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date				Cont ID
Sent By				Date	2009-03-26	Time		Rev Time	0.00
Received By	rkussner			Date	2009-03-25	Time	15:04	Sent To

Notes

2009-03-25 15:23:01	*LANDSCAPE REVIEW FAILED*

	PLEASE PROVIDE RESPONSES TO LANDSCAPE COMMENTS IN
	WRITTEN FORMAT.

	1. PLEASE PROVIDE THE TABULATION NECESSARY FOR THE
	EVALUATION OF COMPLIANCE WITH ARTICLE XIV OF THE ZONING
	AND LAND DEVELOPMENT REGULATIONS, INCLUDING THE
	XERISCAPE OPTIONS.

	2. PLEASE ADD ONE LIVE OAK AT THE EAST END OF THE
	BUMP-OUT AND THE TWO ADDITIONAL COCONUT PALMS AT THE
	WEST END OF THE GYM AS WAS ORIGINALLY APPROVED.

	3. PLEASE PROVIDE THE PLANT QUANTITIES IN EACH
	LANDSCAPE BED.

	4. ADD FOUNDATION LANDSCAPING ALONG WALL ON SOUTH SIDE
	OF BUILDING AT WEST END AND MOVE THE SIDEWALK TO THE
	SOUTH.

	5. SHOW ALL FENCES ON LANDSCAPE PLAN. IF THE FENCE
	BETWEEN THE BASKETBALL COURT AND BUILDING TO REMAIN OR
	BE REMOVED?

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

Review Stop	M			MECHANICAL (A/C)
Rev No	11	Status	P	Date	2009-06-01			Cont ID
Sent By	rregueir			Date	2009-06-01	Time	15:13	Rev Time	0.00
Received By	rregueir			Date	2009-06-01	Time	14:14	Sent To	PC

Notes

2009-06-01 15:12:46	PAGES CA-1-1, AC-1-2, AC-2-1, AC-3-1, M2.4.1, M2.4.2
	REVISION DELTA 24
	PAGE M7.2 REVISION DELTA 21

Review Stop	M			MECHANICAL (A/C)
Rev No	10	Status	P	Date	2009-05-15			Cont ID
Sent By	rregueir			Date	2009-05-15	Time	16:03	Rev Time	0.00
Received By	rregueir			Date	2009-05-15	Time	15:52	Sent To	PC

Notes

2009-05-15 16:03:22	REVISION #22 PAGES M0.1, AC-1-2, MP4-1, MP4-2, MP4-3,
	MP5-1, MP5-2

Review Stop	M			MECHANICAL (A/C)
Rev No	9	Status	P	Date	2009-05-15			Cont ID
Sent By	rregueir			Date	2009-05-15	Time	08:20	Rev Time	0.00
Received By	rregueir			Date	2009-05-14	Time	16:28	Sent To

Notes

2009-05-15 08:20:28

AC 1-2, AC 2-2, M7.2 REVISION #20

Review Stop	M			MECHANICAL (A/C)
Rev No	8	Status	P	Date	2009-02-21			Cont ID
Sent By	rregueir			Date	2009-02-21	Time	17:00	Rev Time	0.00
Received By	rregueir			Date	2009-02-21	Time	17:00	Sent To

Notes

2009-02-21 17:00:21

REVISED 18 MECH PAGES.

Review Stop	M			MECHANICAL (A/C)
Rev No	7	Status	P	Date	2008-08-11			Cont ID
Sent By	rregueir			Date	2008-08-11	Time	09:33	Rev Time	0.00
Received By	rregueir			Date	2008-08-08	Time	16:35	Sent To

Notes

2008-08-11 09:32:58	M2.1.1 REV 7, M2.1.2 REV 6, M2.3.2 REV 8, M2.4.1 REV 5,
	M5.1 REV 8, M5.2 REV 5, M6.1 REV 5

Review Stop	M			MECHANICAL (A/C)
Rev No	6	Status	F	Date	2008-07-09			Cont ID
Sent By	rregueir			Date	2008-07-09	Time	15:37	Rev Time	0.00
Received By	rregueir			Date	2008-07-08	Time	14:58	Sent To

Notes

2008-07-09 15:37:50	REVIEW #: REVISIONS
	ACTION: DENIED

	FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS FBC
	CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	1. M2.1.1: REFRIGERANT SENSORS HAVE BEEN MOVED OUT OF
	THE MACHINERY ROOM. REFRIGERANT DETECTORS IN MACHINERY
	ROOMS SHALL BE PROVIDED AS REQUIRED BY THE FLORIDA FIRE
	PREVENTION CODE IN ACCORDANCE WITH FBCM 1105.3.

	2. M2.3.2: CHANGES ON THIS PAGE ARE NOT IDENTIFIED.
	PLEASE IDENTIFY THE LOCATION AND NATURE OF ALL CHANGES
	RELATED TO THIS REVISION. FBC 106.1.2, FBCB 106.4.

	3. M5.1: SEE COMMENT #1 ABOVE.

	NOTE: SOME REVISED PAGES DID NOT HAVE ANY COMMENTS.
	HOWEVER, SINCE ALL THE CHANGES ARE RELATED, ALL PAGES
	AND CALCULATIONS ASSOCIATED WITH THIS REVISION WILL NOT
	BE INCORPORATED INTO THE PERMIT SET OF PLANS UNTIL THE
	ABOVE COMMENTS ARE ADDRESSED. PLEASE 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	5	Status	P	Date	2007-11-17			Cont ID
Sent By	rregueir			Date	2007-11-17	Time	15:30	Rev Time	0.00
Received By	rregueir			Date	2007-11-17	Time	15:14	Sent To

Notes

2007-11-17 15:30:35

REVISED ENERGY CALCS SUBMITTED: OK

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	F	Date	2007-11-13			Cont ID
Sent By	rregueir			Date	2007-11-10	Time	08:50	Rev Time	0.00
Received By	rregueir			Date	2007-11-10	Time	08:45	Sent To	M

Notes

2007-11-13 08:50:13	RESUBMITTED ENERGY CALCULATIONS. THE NUMBERS ARE OK.
	HOWEVER, THE COMPLIANCE CERTIFICATION APPEARS TO HAVE
	BEEN SEALED BY THE ENGINEER OF RECORD, MIRCEA PELLA,
	BUT THE SIGNATURE USED DOES NOT MATCH THE ONE ON
	PREVIOUSLY SUBMITTED CALCULATIONS OR THE ONE ON THE
	MECHANICAL PLANS SUBMITTED FOR THIS PERMIT APPLICATION.
	THESE CALCULATIONS ARE BEING RETAINED BY THIS OFFICE
	FOR SUBMITTAL TO FBPE AS A POTENTIAL VIOLATION OF F.S.
	471 AND FAC RULE 61G15-23.002.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J. REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2007-08-13			Cont ID
Sent By	rregueir			Date	2007-08-13	Time	10:58	Rev Time	0.00
Received By	rregueir			Date	2007-08-10	Time	15:01	Sent To

Notes

2007-08-13 10:58:24	*********PROVISO************
	PROVIDE MIN. 290 CFM MECHANICAL EXHAUST FOR MACHINERY
	ROOM 103 WHEN NOT IN EMERGENCY CONDITIONS IN ACCORDANCE
	WITH FBC,M 1105.6. REVISE PGAES M2.1.1, M6.1 AND ANY
	OTHER EFFECTED PAGES, SHOWING COMPLIANCE, PRIOR TO
	ROUGH INSPECTION.

	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2007-04-30			Cont ID
Sent By	rregueir			Date	2007-04-30	Time	16:39	Rev Time	0.00
Received By	rregueir			Date	2007-04-30	Time	15:15	Sent To

Notes

2007-04-30 16:39:36	---------------DENIED------------------

	THE FIRST SET OF COMMENTS ARE NUMBERED TO CORRESPOND
	WITH PREVIOUS REVIEW COMMENTS FOR CONTINUITY:

	1.OK

	2. MACHINERY ROOM EXHAUST TERMINATES 11'6" FROM
	PROPERTY LINE AND IS ADJASCENT TO AN OPENING INTO THE
	PARKING GARAGE. THE REQUIREMENTS OF FBC,M 1105.6.1 HAVE
	NOT BEEN MET.

	3. OK

	4. WHAT PROVISIONS AHVE BEEN MADE FOR REQUIRED MINIMUM
	VENTILATION UNDER NON-EMERGENCY CONDITIONS PER FBC,M
	1105.6 AND IN QUANTITIES DETERMINED BY FBC,M 1105.6.3?
	NOTES INDICATE FAN IS ONLY ENERGIZED AND MAKE-UP AIR
	DAMPERS ARE ONLY OPEN UNDER EMERGENCY CONDITIONS.

	5. OK

	NEW COMMENTS:

	A. M2.3.1 AND M2.3.2: BALCONY (ROOM 316) COULD NOT BE
	FOUND ON ARCHITECTURAL FLOOR PLANS. ALSO, SEVERAL FIRE
	DAMPERS ARE SHOWN IN WALLS WHICH ARE NOT SHOWN TO BE
	RATED ON ARCHITECTURAL PLANS OR LIFE SAFETY PLANS.
	PLEASE COORDINATE DRAWINGS SHOWING LOCATION OF RATED
	BARRIERS/PARTITIONS (IF NEEDED) WHICH CORRESPONDS WITH
	DUCT PENETRATION OPEN ING PROTECTIVES (IF NEEDED).

	B. M2.1.1: A TWO-HOUR RATED WALL IS SHOWN BETWEEN ROOM
	100 AND 101/101A ON PAGE LS2.1.0. THERE ARE THREE
	MECHANICAL PENETRATIONS IN THIS WALL FROM AHU 1-2
	REQUIRING OPENING PROTECTIVES PER FBC,M 607.5. ALSO,
	PLEASE SHOW SIZE AND TYPE OF DIFFUSERS (IF ANY) TO BE
	USED AT THESE WALL TERMINATIONS.

	C. AHU 1-1: WHAT IS THE SIZE OF RETURN OPENING IN
	MACHINERY ROOM 103? ALSO, AIR FROM AHU 1-1 SHALL NOT BE
	RECIRCULATED PER FBC,M 403.2.1 AND FBC,M 1105.6.2.

	D. M2.1.2: AHU 1-3 CALLS FOR 6000 CFM ON SCHEDULE BUT
	SHOWS 6275 ON FLOOR PLAN. WHICH IS CORRECT?

	E. M2.1.2 ROOM 113: GRILL DESIGNATION SAYS "TYPICAL OF
	7" BUT PLAN SHOWS 8 GRILLS IN ROOM. PLEASE CLARIFY.

	F. M2.2.1 BOYS/GIRLS LOCKER ROOMS: BOTH AREAS SHOW
	RETURN AIR FROM LOCKER ROOMS. RECIRCULATION OF AIR FROM
	LOCKER ROOMS/RESTROOMS IS PROHIBITED PER FBC,M TABLE
	403.3 NOTE (B).

	G. M2.2.1: PLAN SHOWS A FIRE DAMPER ON TWO 1 1/4" WATER
	LINES AT VESTIBULE 201. PLEASE CLARIFY.

	H. AHU 2-4: PLAN SHOWS 800 CFM SUPPLY WITH 500 CFM R/A
	AND 80 CFM O.A.HOW IS THIS SYSTEM TO BE BALANCED?

	I. M2.2.2: R/A FROM ROOMS 229/230 DO NOT MEET THE
	EXCEPTIONS FOR BALANCED RETURN UNDER FBC,M 601.4.
	UNLESS THE TRANSFER DUCT IS DESIGNED TO 1 1/2 TIMES THE
	SQUARE INCHES OF SUPPLY, A FIELD TEST IS REQUIRED TO
	SHOW THE PRESSURE DIFFERENTIAL TO BE 0.01" WC OR LESS
	PER FBC,M 601.4. THIS APPLIES TO ANY AREAS UTILIZING
	TRANSFER DUCTS/GRILLS FOR BALANCED RETURN.

	J. M2.2.2 AHU 2-9: PLEASE SHOW SIZES OF BRANCH DUCTS AT
	TEE ON SUPPLY DUCT SYSTEM. FBC 106.1.1

	K. AHU SYSTEMS: MOST SYSTEMS APPEAR TO BE DESIGNED WITH
	EQUAL AMOUNTS OF SUPPLY AND RETURN AIR. EXAMPLE: AHU
	2-6 SHOWS 1600 CFM SUPPLY, 1600 CFM RETURN AMD 330 CFM
	O.A. HOW WILL O/A BE INTRODUCED OF 100% OF SUPPLY IS
	BEING RETURNED? PLEASE CHECK ALL A/C SYSTEMS FOR PROPER
	BALANCE IN ACCORDANCE WITH FBC,M 403.1.

	L. ALL EXIT ENCLOSURES: EQUIPMENT AND DUCTWORK FOR EXIT
	ENCLOSURE VENTILATION SHALL COMPLY WITH THE
	REQUIREMENTS FBC,M 401.4. SOME ASPECTS OF THE A/C
	SYSTEMS MAY NEED TO BE MODIFIED TO MEET THIS
	REQUIREMENT. A REVIEW OF CHANGES WITH POSSIBLE NEW
	COMMENTS WILL BE DONE AT TIME OF RESUBMITTAL.

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:

	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-01-09			Cont ID
Sent By	pkrauss			Date	2007-01-09	Time	06:35	Rev Time	0.00
Received By	pkrauss			Date	2007-01-04	Time	13:55	Sent To

Notes

2007-01-09 08:04:43	DENIED:
	1.PLAN SHEET M2.1.1 & DETAIL ON SHEET M7.3, DOES NOT
	INDICATE TERMINATION OF THE REFRIGERANT RELIEF VENT.
	PLEASE SHOW COMPLIANCE WITH 2004 FMC 1105.7,PRESSURE
	RELIEF DEVICES, PURGE SYSTEMS, FUSIBLE PLUGS LOCATED
	WITHIN THE MACHINERY ROOM SHALL TERMINATE OUTSIDE OF
	THE BUILDING NOT LESS THAN 15 FT ABOVE THE ADJOINING
	GRADE AND NOT LESS THAN 20 FT FROM ANY WINDOW,
	VENTILATION OPENING OR EXIT.

	2.PLAN SHEET M2.1.1, CHILLER ROOM EXHAUST TERMINATION
	SHALL BE DISCHARGED NOT LESS THAN 20 FT FROM A PROPERTY
	LINE OR OPENINGS INTO BUILDINGS PER 2004 FMC 1105.6.

	3.PLAN SHEET M2.1.1 KEY NOTE 5 INDICATES REFRIGERANT
	MONITORING PANEL.PLEASE INDICATE LOCATATION AND
	NUMBER OF DETECTORS TIED INTO THE PANEL.

	4.PLAN SHEET M6.1 INDICATES EXHAUST AIR CALCULATION
	AS REQUIRED IN ASHRAE 15.PLEASE PROVIDE THE NORMAL
	VENTILATION REQUIREMENTS PER 2004 FMC 1105.6.

	5.PLEASE NOTE, THE MECHANICAL PORTION OF THE SPEC
	BOOK REFER TO THE MECHANICAL DRAWINGS FOR
	SPECIFICATIONS.PLEASE PROVIDE INFORMATION ON PIPE
	MATERIAL PER 2004 FMC CHAPTER 12.

	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
	AT (561)805-6719 OR E-MAIL [email protected].

Review Stop	P			PLUMBING
Rev No	12	Status	P	Date	2009-06-15			Cont ID
Sent By	kstevens			Date	2009-06-15	Time	13:35	Rev Time	0.00
Received By	kstevens			Date	2009-06-15	Time	13:35	Sent To

Notes

2009-06-15 13:40:16

REVISIONS OK -- SHTS P2.2.2, P2.4.1, P5.1 & P6.1.

Review Stop	P			PLUMBING
Rev No	11	Status	F	Date	2009-05-11			Cont ID
Sent By	kstevens			Date	2009-05-11	Time	08:14	Rev Time	0.00
Received By	kstevens			Date	2009-05-08	Time	16:45	Sent To

Notes

2009-05-11 08:41:15	DENIED
	REFERENCE:
	FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	****FROM PREVIOUS REVIEW:

	******FROM PREVIOUS REVIEWS:

	1. SHT P2.2.2 SUBMIT CALCULATIONS FOR THE EXISTING ROOF
	DRAINS THAT HAVE THE ADDED VERTICAL CONTRIBUTION FROM
	THE NEW ADDIITION PLEASE INDICATE TOTAL SQUARE FOOTAGE
	BEING DRAINED BY THE DRAINS ADJACENT TO THE NEW
	ADDITION. SHOW EXISTING SF AND 1/2 AREA OF NEW VERTICAL
	WALL ADDED TO SF. INDICATE THE SIZE OF THE EXISTING
	ROOF DRAINS AND THE SIZE OF THE EXISTING ROOF LEADERS.
	SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS. SHOW ALL
	SECONDARY ROOF DRAINS/SCUPPERS AND INDICATE THE SIZE OF
	THE SECONDARY ROOF DRAINS/SCUPPERS AND THE SIZE OF THE
	LEADERS OF THE SECONDARY ROOF DRAINS. THE REASON FOR
	THIS COMMENT IS BECAUSE OF THE FACT THAT THE ROOF
	DRAINS BEING DELETED WERE SHOWN ON THE PLANS TO ADDRESS
	THE VERTICAL CONTRIBUTION FROM THE NEW BUILDING.
	****RESPONSE INDICATES THAT THE EXISTING ROOF HAS
	GUTTERS & DOWNSPOUTS. WITH THE NEW VERTICAL
	CONTRIBUTION THE CALCULATIONS WILL STILL BE REQUIRED
	FOR SIZING THE GUTTERS AND DOWNSPOUTS. PLEAS SUBMIT THE
	CALCULATIONS AS WELL AS THE GUTTER SIZE, DOWNSPOUT
	SIZE, LOCATION OF DOWNSPOUTS, AND INDICATE THE SLOPE OF
	THE GUTTERS INDICATING THE HIGH POINT OF THE GUTTERS
	AND DIRECTION OF FLOW TO THE DOWNSPOUTS. TABLES 1106.3
	& 1106.6.
	******RESPONSE NOTED, BUT STORM CALCULATIONS FOR
	EXISTING BUILDING PART ROOF "B" DOES NOT SHOW ANY AREA
	FOR THE VERTICAL WALLS IN THE CALCULATIONS FOR UPPER
	ROOF "B". PLEASE CLARIFY. DOES UPPER ROOF "B" NOT HAVE
	PARAPET WALLS AS DOES UPPER ROOF "A"? -- GUTTER AND
	DOWNSPOUT SIZES ARE NOT INDICATED ON THE PLANS AS
	REQUESTED. -- CALCULATIONS FOR THE GUTTERS AND
	DOWNSPOUTS ARE REQUIRED TO BE PER TABLES 1106.3 &
	1106.6 OF THE FBC-2004 PLUMBING CODE, NOT SMACNA AS
	THAT IS NOT A REFERENCED MATERIAL IN THE PLUMBING CODE.



	********NEW COMMENT********

	1B. SHT P6.1 THE RISER DIAGRAM DOES NOT REFLECT THE
	FLOOR PLAN BY THE DRINKING FOUNTAIN. THE RISER DIAGRAM
	SHOWS A NEW CONNECTION LOCATION FOR THE HOT & COLD
	WATER TO THE 2 INCH WATER MAIN, DOES NOT SHOW THE LINES
	TO THE ROOF AS SHOWN ON THE FLOOR PLAN, AND DOES NOT
	SHOW THE OLD CONNECTION TO THE WATER MAINS AS SHOWN ON
	THE FLOOR PLAN. PLEASE CORRELATE THE RISER WITH THE
	FLOOR PLAN. SECTIONS 106.1.1 & 601.1.
	****RESPONSE NOTED, BUT REVISION 19 HAS NOT BEEN FOUND
	ON THE RISER DIAGRAMS. PLEASE SHOW THE LOCATION OF EACH
	REVISION NUMBER ON THE RISER DIAGRAM.

	********NEW COMMENTS*******

	1C. SHT P3.1.2 NO CHANGES FOUND. REVISION 6 WAS
	REVIEWED ON SHEET SIGNED, SEALED & DATED ON 5-1-08.
	SECTION 106.1.3.

	2C. SHT P3.4 NO CHANGES FOUND FROM SHEET SIGNED, SEALED
	& DATED 7-13-07.

	3C. SHT P5.1 EVERY DRY VENT SHALL RISE VERTICALLY TO A
	MINIMUM OF 6 INCHES ABOVE THE FLOOD RIM LEVEL OF THE
	HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED. SECTION
	905.4. THE VENT FOR THE FLOOR DRAIN OFFSETS
	HORIZONTALLY BELOW THE FLOOR DRAIN. -- REVISION 19 HAS
	NOT BEEN FOUND ON THE RISER DIAGRAM. PLEASE SHOW THE
	LOCATION OF EACH REVISION NUMBER ON THE RISER. DIAGRAM.
	SECTION 106.1.3.

	4C. SHT P6.1 REVISION 19 HAS NOT BEEN FOUND ON THE
	RISER DIAGRAM. PLEASE SHOW THE LOCATION OF EACH
	REVISION NUMBER ON THE RISER DIAGRAM. 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	10	Status	P	Date	2009-05-08			Cont ID
Sent By	kstevens			Date	2009-05-08	Time	16:45	Rev Time	0.00
Received By	kstevens			Date	2009-05-08	Time	16:45	Sent To

Notes

2009-05-08 16:46:29	REVISIONS OK -- SHTS P0.1, P2.2.1, P2.4.1, P3.1.1 &
	P3.2.1.

Review Stop	P			PLUMBING
Rev No	9	Status	F	Date	2009-04-14			Cont ID
Sent By	kstevens			Date	2009-04-14	Time	10:38	Rev Time	0.00
Received By	kstevens			Date	2009-04-14	Time	10:38	Sent To

Notes

2009-04-14 10:45:58	DENIED
	REFERENCE:
	FBC-2004 PLUMBING

	1. SHT P2.2.2 SUBMIT CALCULATIONS FOR THE EXISTING ROOF
	DRAINS THAT HAVE THE ADDED VERTICAL CONTRIBUTION FROM
	THE NEW ADDIITION PLEASE INDICATE TOTAL SQUARE FOOTAGE
	BEING DRAINED BY THE DRAINS ADJACENT TO THE NEW
	ADDITION. SHOW EXISTING SF AND 1/2 AREA OF NEW VERTICAL
	WALL ADDED TO SF. INDICATE THE SIZE OF THE EXISTING
	ROOF DRAINS AND THE SIZE OF THE EXISTING ROOF LEADERS.
	SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS. SHOW ALL
	SECONDARY ROOF DRAINS/SCUPPERS AND INDICATE THE SIZE OF
	THE SECONDARY ROOF DRAINS/SCUPPERS AND THE SIZE OF THE
	LEADERS OF THE SECONDARY ROOF DRAINS. THE REASON FOR
	THIS COMMENT IS BECAUSE OF THE FACT THAT THE ROOF
	DRAINS BEING DELETED WERE SHOWN ON THE PLANS TO ADDRESS
	THE VERTICAL CONTRIBUTION FROM THE NEW BUILDING.
	****RESPONSE INDICATES THAT THE EXISTING ROOF HAS
	GUTTERS & DOWNSPOUTS. WITH THE NEW VERTICAL
	CONTRIBUTION THE CALCULATIONS WILL STILL BE REQUIRED
	FOR SIZING THE GUTTERS AND DOWNSPOUTS. PLEAS SUBMIT THE
	CALCULATIONS AS WELL AS THE GUTTER SIZE, DOWNSPOUT
	SIZE, LOCATION OF DOWNSPOUTS, AND INDICATE THE SLOPE OF
	THE GUTTERS INDICATING THE HIGH POINT OF THE GUTTERS
	AND DIRECTION OF FLOW TO THE DOWNSPOUTS. TABLES 1106.3
	& 1106.6.

	********NEW COMMENT********

	1B. SHT P6.1 THE RISER DIAGRAM DOES NOT REFLECT THE
	FLOOR PLAN BY THE DRINKING FOUNTAIN. THE RISER DIAGRAM
	SHOWS A NEW CONNECTION LOCATION FOR THE HOT & COLD
	WATER TO THE 2 INCH WATER MAIN, DOES NOT SHOW THE LINES
	TO THE ROOF AS SHOWN ON THE FLOOR PLAN, AND DOES NOT
	SHOW THE OLD CONNECTION TO THE WATER MAINS AS SHOWN ON
	THE FLOOR PLAN. PLEASE CORRELATE THE RISER WITH THE
	FLOOR PLAN. SECTIONS 106.1.1 & 601.1.

	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	8	Status	P	Date	2009-04-14			Cont ID
Sent By	kstevens			Date	2009-04-14	Time	10:37	Rev Time	0.00
Received By	kstevens			Date	2009-04-14	Time	10:37	Sent To

Notes

2009-04-14 10:38:40	REVISIONS OK -- SHTS P2.1.1, P2.1.2, P2.4.1, P2.4.2,
	P3.2.1, P5.2 & P5.3.

Review Stop	P			PLUMBING
Rev No	7	Status	F	Date	2009-02-24			Cont ID
Sent By	kstevens			Date	2009-02-24	Time	09:49	Rev Time	0.00
Received By	kstevens			Date	2009-02-24	Time	09:49	Sent To

Notes

2009-02-24 09:54:01	DENIED
	REFERENCE:
	FBC-2004 PLUMBING

	1. SHTS P2.2.2 & P5.2 SUBMIT CALCULATIONS FOR THE
	EXISTING ROOF DRAINS THAT HAVE THE ADDED VERTICAL
	CONTRIBUTION FROM THE NEW ADDIITION PLEASE INDICATE
	TOTAL SQUARE FOOTAGE BEING DRAINED BY THE DRAINS
	ADJACENT TO THE NEW ADDITION. SHOW EXISTING SF AND 1/2
	AREA OF NEW VERTICAL WALL ADDED TO SF. INDICATE THE
	SIZE OF THE EXISTING ROOF DRAINS AND THE SIZE OF THE
	EXISTING ROOF LEADERS. SECTIONS 1106 & 1107 WITH ALL
	SUBSECTIONS. SHOW ALL SECONDARY ROOF DRAINS/SCUPPERS
	AND INDICATE THE SIZE OF THE SECONDARY ROOF
	DRAINS/SCUPPERS AND THE SIZE OF THE LEADERS OF THE
	SECONDARY ROOF DRAINS. THE REASON FOR THIS COMMENT IS
	BECAUSE OF THE FACT THAT THE ROOF DRAINS BEING DELETED
	WERE SHOWN ON THE PLANS TO ADDRESS THE VERTICAL
	CONTRIBUTION FROM THE NEW BUILDING.

	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	6	Status	P	Date	2009-02-24			Cont ID
Sent By	kstevens			Date	2009-02-24	Time	09:48	Rev Time	0.00
Received By	kstevens			Date	2009-02-24	Time	09:48	Sent To

Notes

2009-02-24 09:48:55

REVISIONS OK -- SHTS P2.1.1, P2.2.1, P5.1 & P5.3.

Review Stop	P			PLUMBING
Rev No	5	Status	P	Date	2008-07-21			Cont ID
Sent By	kstevens			Date	2008-07-21	Time	08:27	Rev Time	0.00
Received By	kstevens			Date	2008-07-21	Time	08:27	Sent To

Notes

2008-07-21 08:28:37	REVISION OK - REV. #6--SHTS P0.1, P2.3.2, P3.1.1,
	P3.1.2, P3.2.1, P3.2.2, P3.3, P5.1 & P6.1

Review Stop	P			PLUMBING
Rev No	4	Status	P	Date	2007-12-01			Cont ID
Sent By	kstevens			Date	2007-12-01	Time	05:34	Rev Time	0.00
Received By	kstevens			Date	2007-12-01	Time	05:34	Sent To

Notes

2007-12-01 05:39:48




	PASSED/PROVISO

	A REVISION FOR SHEET P2.2.1 IS REQUIRED TO RESPOND TO
	COMMENT NUMBER 9 ADDRESSING THE VENT BETWEEN THE
	SANITARY RISER AND FIRST SET OF WATER CLOSETS SHOWN ON
	THE SANITARY RISER DIAGRAM.













	.

Review Stop	P			PLUMBING
Rev No	3	Status	F	Date	2007-09-08			Cont ID
Sent By	kstevens			Date	2007-09-08	Time	05:25	Rev Time	0.00
Received By	kstevens			Date	2007-09-07	Time	19:00	Sent To

Notes

2007-09-08 05:59:32	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FBC-2004 CHAPTER 11

	****FROM PREVIOUS REVIEW:
	******FROM PREVIOUS REVIEWS:

	1. OK
	2. OK
	3. OK
	4. OK
	5. OK
	6. OK
	7. OK

	8. SHT P3-1.1 RPZV BACKFLOWS ARE REQUIRED ON EACH WATER
	SUPPLY LINE INTO THE BUILDING. SECTION 608.13.2. SHOW
	ON THE PLANS.
	****RESPONSE NOTED, BUT THE CIVIL SHEET WERE NOT
	SUBMITTED WITH THESE PLANS. PLEASE INDICATE ON THE
	PLANS LOCATION OF REQUIRED BACKFLOWS.
	******RESPONSE NOTED, BUT THE RPZV BACKFLOWS ARE NOT
	INDICATED ON THE CIVIL PLANS AS REQUIRED FOR EACH
	BUILDING.

	9. SHT P5.1 VENT SHOWN UPSTREAM OF THE SANITARY STACK
	AND PRIOR TO THE FIRST WATER CLOSETS IS NOT SHOWN ON
	THE FLOOR PLAN. (TOILET ROOMS 221 & 223). PLEASE
	CORRELATE INFORMATION BETWEEN THE FLOOR PLAN AND THE
	RISER DIAGRAM. SECTION 106.1.1.
	****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. ROOMS
	221 & 223 ARE ONLY SHOWN ON SHT P2.2 AND NO CHANGE TO
	FLOOR PLAN SHOWN.
	******RESPONSE NOTED, BUT THE VENT IS STILL NOT SHOWN
	ON THE FLOOR PLAN TO REFLECT THE RISER DIAGRAM.

	10. OK
	11. OK

	12. SHT P6.1 DOMESTIC WATER ISOMETRIC. SHOW THE
	REQUIRED RPZV BACKFLOWS ON THE WATER SERVICES, AND SHOW
	AN RPZV ON THE SUPPLY LINE FOR THE 2" MAKE UP WATER TO
	THE ROOF. SECTION 608.13.2.
	****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. - NOT
	SHOWN ON ISOMETRIC AS INDICATED.
	******RESPONSE NOTED, BUT THE RPZV BACKFLOWS ARE NOT
	SHOWN ON THE WATER SERVICE TO EACH BUILDING.

	13. OK
	14. OK
	15. OK
	16. OK

	********NEW COMMENTS********

	1B. ALL SHEETS FOR PME SHALL BE SIGNED, SEALED & DATED
	ON THE DATE THE SEAL & SIGNATURE ARE AFFIXED TO SAID
	PLANS. SECTION 106.1.
	******RESPONSE NOTED, BUT ONE ELECTRICAL SHEET DOES NOT
	HAVE A SIGNATURE ON ONE SET.

	2B. OK

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

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2007-06-13			Cont ID
Sent By	kstevens			Date	2007-06-13	Time	14:05	Rev Time	0.00
Received By	kstevens			Date	2007-06-13	Time	14:05	Sent To

Notes

2007-06-13 14:53:14	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FBC-2004 CHAPTER 11

	1. SHT A0.0.1 INDICATES ASSEMBLY OCCUPANCY FOR THE 1ST
	& 2ND FLOORS. PER SECTION 403.1.1, POTTY PARITY,
	RESTROOMS WHICH ARE OPEN TO THE PUBLIC, MUST HAVE A
	RATIO OF 3:2 WATER CLOSETS PROVIDED FOR WOMEN AS THE
	COMBINED TOTAL OF WATER CLOSETS & URINALS PROVIDED FOR
	MEN. POTTY PARITY DOES NOT SEEM TO BE COMPLIED WITH.
	PLEASE SHOW COMPLIANCE WITH SECTION 403.1.1.
	****RESPONSE NOTED, BUT ACCORDING TO TABLE 403.1, FIRST
	FLOOR ASSEMBLY OF 271 FOR WOMEN @ 1/65 COMES OUT TO
	4.169 AND ALL FRACTIONS SHALL BE ROUNDED UP. SO THE
	TOTAL WOMENS W/C'S REQUIRED IS 18, NOT 17 AS SHOWN.

	2. SHT A2.4.1 SUBMIT CALCULATIONS FOR PRIMARY AND
	SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
	SUBSECTIONS & TABLES. SHOW THE SQUARE FOOTAGE OF EACH
	AREA TO BE DRAINED, AND 1/2 AREA OF ALL VERTICAL WALLS
	INCLUDING PARAPETS AS WELL AS ANY ROOF AREA FROM ABOVE
	THAT DRAINS ON TO THE LOWER ROOFS IN THE CALCULATIONS.
	SECTIONS 106.3.5.1.3(7)(13) & TABLES 1106.2, 1106.3 &
	1106.6. INDICATE THE SIZE OF THE GUTTERS AND SHOW SLOPE
	WITH THE HIGH POINTS OF THE GUTTER INDICATED.
	****RESPONSE NOTED, BUT NO CALCULATIONS WERE FOUND. THE
	1/2 AREA OF ALL VERTICAL WALLS WAS NOT INDICATED AND NO
	SQUARE FOOTAGE IS INDICATED FOR THE ROOF DRAINS SHOWN
	ON SHT P2.3.1 & ASSOCIATED DRAINS ON THE STORM RISER
	DIAGRAM SHT P5.2. UPON FURTHER REVIEW, NO CALCULATIONS
	WERE FOUND FOR THE EXISTING ROOF DRAINS THAT HAVE THE
	ADDED VERTICAL CONTRIBUTION FROM THE NEW ADDIITION
	PLEASE INDICATE TOTAL SQUARE FOOTAGE BEING DRAINED BY
	THE DRAINS ADJACENT TO THE NEW ADDITION. SHOW EXISTING
	SF AND 1/2 AREA OF NEW VERTICAL WALL ADDED TO SF.
	INDICATE THE SIZE OF THE EXISTING ROOF DRAINS AND THE
	SIZE OF THE EXISTING ROOF LEADERS.

	3. SHTS A4.1.1 & A4.1.2 SHOW THE CLEAR FLOOR SPACE FOR
	THE URINAL, ACCESSIBLE SHOWERS AND DRINKING FOUNTAINS
	PER SECTIONS 11-4.18..3, 11-4.21.2, & 11-4.15.5. ****NO
	RESPONSE, NOT ADDRESSED.

	4. SHT A7.1.1 FINISH SCHEDULE. BOY'S RESTROOM 107 &
	GIRL'S RESTROOM 109 INDICATE PAINTED GWB FOR THE WALL
	FINISH. SECTION 1210.2 REQUIRES A "SMOOTH, HARD,
	NONABSORBENT" SURFACE. PAINTED GWB IS NOT CONSIDERED A
	"HARD" SURFACE. PLEASE INDICATE HOW THIS REQUIREMENT
	WILL BE COMPLIED WITH. ALSO SEE BOY'S RESTROOM 302 AND
	GIRL'S RESTROOM 304. NO FINISH IS INDICATED. PLEASE
	INDICATE WALL FINISH TO COMPLY WITH SECTION 1210.2.
	****NO RESPONSE, NOT ADDRESSED.

	5. SHT A8.1.3 SHOW THE FOLLOWING REQUIREMENTS:
	A. 11-4.16.6 DISPENSERS (FIG 29(B)
	B. 11-4.18.4 FLUSH CONTROLS
	C. 11-4.19.5 FAUCETS
	D. 11-4.21.2 SIZE & CLEARANCES
	E. 11-4.21.3 SEAT
	F. 11-4.21.4 GRAB BARS (FIG 11-37)
	G. 11-4.21.5 CONTROLS
	H. 11-4.21.6 SHOWER UNIT
	****NO RESPONSE, NOT ADDRESSED.

	6. SUBMIT A DETAIL FOR THE ACCESSIBLE DRINKING
	FOUNTAINS. SHOW COMPLIANCE WITH SECTION 11-4.15 AND ALL
	SUBSECTIONS INCLUDING ALSO SECTION 11-4.1.3(10)(A)
	PROVISIONS FOR THOSE WHO HAVE DIFFICULTY BENDING AND
	STOOPING.
	****NO RESPONSE, NOT ADDRESSED.

	7. SHT P0.1 WATER HEATER DETAIL. SUBMIT CALCULATION FOR
	THE EXPANSION TANK FOR THE 1230 GAL W/H. SUBMIT THE
	MANUF. SPECIFICATION SHEETS AND INDICATE THE MODEL
	NUMBER SHOWING TANK SIZE. SECTION 607.3.2. ****RESPONSE
	NOTED, BUT THE CALCULATIONS WERE NOT SUBMITTED. (SEE
	EXAMPLES OF TWO DIFFERENT MANUF. CALCULATIONS FOR
	EXPANSION TANKS).

	8. SHT P3-1.1 RPZV BACKFLOWS ARE REQUIRED ON EACH WATER
	SUPPLY LINE INTO THE BUILDING. SECTION 608.13.2. SHOW
	ON THE PLANS.
	****RESPONSE NOTED, BUT THE CIVIL SHEET WERE NOT
	SUBMITTED WITH THESE PLANS. PLEASE INDICATE ON THE
	PLANS LOCATION OF REQUIRED BACKFLOWS.

	9. SHT P5.1 VENT SHOWN UPSTREAM OF THE SANITARY STACK
	AND PRIOR TO THE FIRST WATER CLOSETS IS NOT SHOWN ON
	THE FLOOR PLAN. (TOILET ROOMS 221 & 223). PLEASE
	CORRELATE INFORMATION BETWEEN THE FLOOR PLAN AND THE
	RISER DIAGRAM. SECTION 106.1.1.
	****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. ROOMS
	221 & 223 ARE ONLY SHOWN ON SHT P2.2 AND NO CHANGE TO
	FLOOR PLAN SHOWN.

	10. SHT P5.1 SANITARY RISER DIAGRAM. SHOW THE DFU'S AS
	THEY ACCUMULATE IN THE SYSTEM TO VERIFY THE PIPE SIZES.
	SECTION 106.1.1 AND TABLES 709.1, 710.1(1) & 710.1(2).
	****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED.

	11. OK

	12. SHT P6.1 DOMESTIC WATER ISOMETRIC. SHOW THE
	REQUIRED RPZV BACKFLOWS ON THE WATER SERVICES, AND SHOW
	AN RPZV ON THE SUPPLY LINE FOR THE 2" MAKE UP WATER TO
	THE ROOF. SECTION 608.13.2.
	****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. - NOT
	SHOWN ON ISOMETRIC AS INDICATED.

	13. SHT P6.1 WATER HAMMER ARRESTORS SHALL BE LOCATED
	NEAR THE FIXTURES IN AN "EFFECTIVE RANGE" NOT IN THE
	CEILING AS SHOWN. PDI-WH 201 AND MANUF. INSTALLATION
	INSTRUCTIONS.
	****RESPONSE NOTED, COMMENT NOT ADDRESSED.

	14. SHT P6.1 SHUT OFF VALVES ARE REQUIRED ON BOTH SIDES
	OF THE CIRCULATION PUMP FOR THE WATER HEATERS. ALSO
	SHOW THE VALVES ON THE WATER HEATER DETAIL SHT P0.1.
	SECTION 606.2(3).
	****RESPONSE NOTED, COMMENT NOT ADDRESSED FOR SHUT OFF
	VALVES FOR THE CIRCULATION PUMP.

	15. SUBMIT A STORM RISER ISOMETRIC RISER DIAGRAM. SHOW
	ALL PIPE SIZES, OFFSETS, AND SQUARE FOOTAGE AS IT
	ACCUMULATES IN THE SYSTEM. SECTION 106.3.5.1.3.
	****RESPONSE NOTED, BUT THE SQUARE FOOTAGE AS IT
	ACCUMULATES IN THE SYSTEM IS NOT SHOWN ON THE RISER.
	THE RISER DIAGRAM DOES NOT REFLECT THE FLOOR PLAN FOR
	THE 6" @3535SF.

	16. OK

	********NEW COMMENTS********

	1B. ALL SHEETS FOR PME SHALL BE SIGNED, SEALED & DATED
	ON THE DATE THE SEAL & SIGNATURE ARE AFFIXED TO SAID
	PLANS. SECTION 106.1.

	2B. SEE THE ATTACHED SHEET CONCERNING FS 553.80(2)(B)
	AND THE DESIGN PROFESSIONAL. THIS IS GIVEN AS A NOTICE
	AT THIS TIME.

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

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2007-01-06			Cont ID
Sent By	kstevens			Date	2007-01-06	Time	15:50	Rev Time	0.00
Received By	kstevens			Date	2007-01-04	Time	08:35	Sent To

Notes

2007-01-06 17:09:55	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FBC-2004 CHAPTER 11

	1. SHT A0.0.1 INDICATES ASSEMBLY OCCUPANCY FOR THE 1ST
	& 2ND FLOORS. PER SECTION 403.1.1, POTTY PARITY,
	RESTROOMS WHICH ARE OPEN TO THE PUBLIC, MUST HAVE A
	RATIO OF 3:2 WATER CLOSETS PROVIDED FOR WOMEN AS THE
	COMBINED TOTAL OF WATER CLOSETS & URINALS PROVIDED FOR
	MEN. POTTY PARITY DOES NOT SEEM TO BE COMPLIED WITH.
	PLEASE SHOW COMPLIANCE WITH SECTION 403.1.1.

	2. SHT A2.4.1 SUBMIT CALCULATIONS FOR PRIMARY AND
	SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
	SUBSECTIONS & TABLES. SHOW THE SQUARE FOOTAGE OF EACH
	AREA TO BE DRAINED, AND 1/2AREA OF ALL VERTICAL WALLS
	INCLUDING PARAPETS AS WELL AS ANY ROOF AREA FROM ABOVE
	THAT DRAINS ON TO THE LOWER ROOFS IN THE CALCULATIONS.
	SECTIONS 106.3.5.1.3(7)(13) & TABLES 1106.2, 1106.3 &
	1106.6. INDICATE THE SIZE OF THE GUTTERS AND SHOW SLOPE
	WITH THE HIGH POINTS OF THE GUTTER INDICATED.

	3. SHTS A4.1.1 & A4.1.2 SHOW THE CLEAR FLOOR SPACE FOR
	THE URINAL, ACCESSIBLE SHOWERS AND DRINKING FOUNTAINS
	PER SECTIONS 11-4.18..3, 11-4.21.2, & 11-4.15.5.

	4. SHT A7.1.1 FINISH SCHEDULE. BOY'S RESTROOM 107 &
	GIRL'S RESTROOM 109 INDICATE PAINTED GWB FOR THE WALL
	FINISH. SECTION 1210.2 REQUIRES A "SMOOTH, HARD,
	NONABSORBENT" SURFACE. PAINTED GWB IS NOT CONSIDERED A
	"HARD" SURFACE. PLEASE INDICATE HOW THIS REQUIREMENT
	WILL BE COMPLIED WITH. ALSO SEE BOY'S RESTROOM 302 AND
	GIRL'S RESTROOM 304. NO FINISH IS INDICATED. PLEASE
	INDICATE WALL FINISH TO COMPLY WITH SECTION 1210.2.

	5. SHT A8.1.3 SHOW THE FOLLOWING REQUIREMENTS:
	A. 11-4.16.6 DISPENSERS (FIG 29(B)
	B. 11-4.18.4 FLUSH CONTROLS
	C. 11-4.19.5 FAUCETS
	D. 11-4.21.2 SIZE & CLEARANCES
	E. 11-4.21.3 SEAT
	F. 11-4.21.4 GRAB BARS (FIG 11-37)
	G. 11-4.21.5 CONTROLS
	H. 11-4.21.6 SHOWER UNIT

	6. SUBMIT A DETAIL FOR THE ACCESSIBLE DRINKING
	FOUNTAINS. SHOW COMPLIANCE WITH SECTION 11-4.15 AND ALL
	SUBSECTIONS INCLUDING ALSO SECTION 11-4.1.3(10)(A)
	PROVISIONS FOR THOSE WHO HAVE DIFFICULTY BENDING AND
	STOOPING.

	7. SHT P0.1 WATER HEATER DETAIL. SUBMIT CALCULATION FOR
	THE EXPANSION TANK FOR THE 1230 GAL W/H. SUBMIT THE
	MANUF. SPECIFICATION SHEETS AND INDICATE THE MODEL
	NUMBER SHOWING TANK SIZE. SECTION 607.3.2.

	8. SHT P3-1.1 RPZV BACKFLOWS ARE REQUIRED ON EACH WATER
	SUPPLY LINE INTO THE BUILDING. SECTION 608.13.2. SHOW
	ON THE PLANS.

	9. SHT P5.1 VENT SHOWN UPSTREAM OF THE SANITARY STACK
	AND PRIOR TO THE FIRST WATER CLOSETS IS NOT SHOWN ON
	THE FLOOR PLAN. (TOILET ROOMS 221 & 223). PLEASE
	CORRELATE INFORMATION BETWEEN THE FLOOR PLAN AND THE
	RISER DIAGRAM. SECTION 106.1.1.

	10. SHT P5.1 SANITARY RISER DIAGRAM. SHOW THE DFU'S AS
	THEY ACCUMULATE IN THE SYSTEM TO VERIFY THE PIPE SIZES.
	SECTION 106.1.1 AND TABLES 709.1, 710.1(1) & 710.1(2).

	11. SHTS P2.3.1, P2.4.1, AND P2.4.2 SHOW THE VENTS THRU
	THE ROOF ON THE ROOF PLANS TO REFLECT THE RISER
	DIAGRAM. SECTION 106.1.1.

	12. SHT P6.1 DOMESTIC WATER ISOMETRIC. SHOW THE
	REQUIRED RPZV BACKFLOWS ON THE WATER SERVICES, AND SHOW
	AN RPZV ON THE SUPPLY LINE FOR THE 2" MAKE UP WATER TO
	THE ROOF. SECTION 608.13.2.

	13. SHT P6.1 WATER HAMMER ARRESTORS SHALL BE LOCATED
	NEAR THE FIXTURES IN AN "EFFECTIVE RANGE" NOT IN THE
	CEILING AS SHOWN. PDI-WH 201 AND MANUF. INSTALLATION
	INSTRUCTIONS.

	14. SHT P6.1 SHUT OFF VALVES ARE REQUIRED ON BOTH SIDES
	OF THE CIRCULATION PUMP FOR THE WATER HEATERS. ALSO
	SHOW THE VALVES ON THE WATER HEATER DETAIL SHT P0.1.
	SECTION 606.2(3).

	15. SUBMIT A STORM RISER ISOMETRIC RISER DIAGRAM. SHOW
	ALL PIPE SIZES, OFFSETS, AND SQUARE FOOTAGE AS IT
	ACCUMULATES IN THE SYSTEM. SECTION 106.3.5.1.3.

	16. SUBMIT A CONDENSATE RISER ISOMETRIC RISER DIAGRAM.
	SHOW ALL PIPE SIZES. SECTION 106.3.5.1.3.

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

Review Stop	Z			ZONING
Rev No	10	Status	P	Date	2009-04-07			Cont ID
Sent By	aaponte			Date	2009-04-07	Time	09:24	Rev Time	0.00
Received By	aaponte			Date	2009-04-07	Time	09:23	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	9	Status	F	Date	2009-03-03			Cont ID
Sent By	aaponte			Date	2009-03-03	Time	12:59	Rev Time	0.00
Received By	aaponte			Date	2009-03-03	Time	12:58	Sent To

Notes

2009-03-03 12:59:08	OWNER CALLED AND ASKED FOR THE DRAWINGS TO BE RETURNED.
	HE WILL CHANGE THE DRAWINGS AGAIN AND RESUBMIT.

Review Stop	Z			ZONING
Rev No	8	Status	F	Date	2009-02-24			Cont ID
Sent By	aaponte			Date	2009-02-24	Time	16:12	Rev Time	0.00
Received By	aaponte			Date	2009-02-24	Time	16:12	Sent To

Notes

2009-02-24 16:13:22	DRAWINGS SHOULD BE CLOUDED TO INDICATE CHANGES. PLEASE
	SUBMIT A DETAILED EXPLANATION OF PROPOSED CHANGES.

Review Stop	Z			ZONING
Rev No	7	Status	N	Date	2009-01-30			Cont ID
Sent By	aaponte			Date	2009-01-30	Time	15:04	Rev Time	0.00
Received By	aaponte			Date	2009-01-30	Time	15:04	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	6	Status	P	Date	2008-08-08			Cont ID
Sent By	astelly			Date	2008-08-08	Time	14:49	Rev Time	0.00
Received By	astelly			Date	2008-08-08	Time	14:49	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	5	Status	P	Date	2007-12-21			Cont ID
Sent By	astelly			Date	2007-12-21	Time	17:59	Rev Time	0.00
Received By	astelly			Date	2007-12-21	Time	17:59	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	4	Status	F	Date				Cont ID
Sent By				Date	2007-11-15	Time		Rev Time	0.00
Received By	astelly			Date	2007-11-15	Time	08:56	Sent To

Notes

2007-11-15 09:09:04	AMY STELLY
	URBAN DESIGN
	822-1440

	COMMENTS FROM PREVIOUS REVIEW HAVE NOT BEEN ADDRESSED.

	REPEAT COMMENT: PLEASE SHOW THE LOCATION OF THE TRASH
	RECEPTACLE AND IT'S ENCLOSURE ON THE SITE OR
	ARCHITECTURAL PLANS. ALSO INDICATE THE TYPE OF
	SCREENING PROVIDED FOR THE DUMPSTER ENCLOSURE.

	ADDITIONAL COMMENT: PLEASE SUBMIT INFORMATION REGARDING
	THE CAPACITY OF THE CURRENT CENTRALIZED DUMPSTER
	FACILITY. ALSO INCLUDETHE SQUARE FOOTAGE ADDED BY THE
	NEW GYM AS WELL AS THE TOTAL SQUARE FOOTAGE OF THE ALL
	CAMPUS BUILDINGS INCLUDING THE ADDITION WHICH WILL
	DEPEND ON THE CENTRALIZED TRASH FACILITY.

	LANDSCAPE PLANS MUST BE INCLUDED FOR REVIEW.

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	2007-10-11			Cont ID
Sent By	astelly			Date	2007-08-21	Time	12:20	Rev Time	0.00
Received By	astelly			Date	2007-08-21	Time	12:19	Sent To

Notes

2007-08-21 18:20:50	PLEASE SUBMIT THE SIGNED AND SEALED TRAFFIC PLAN AS PER
	ORDINANCE 3941-06.
	ALL PARCELS MUST BE UNIFIED AS STIPULATED BY ORDINANCE
	3941-06.

	PLEASE SHOW THE LOCATION OF THE TRASH RECEPTACLE AND
	IT'S ENCLOSURE ON THE SITE OR ARCHITECTURAL PLANS. ALSO
	INDICATE THE TYPE OF SCREENING PROVIDED FOR THE
	DUMPSTER ENCLOSURE.

	AMY F. STELLY
	URBAN DESIGN
	822-1440

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2007-04-23			Cont ID
Sent By	astelly			Date	2007-04-23	Time	09:21	Rev Time	0.00
Received By	astelly			Date	2007-04-23	Time	09:21	Sent To

Notes

2007-04-23 09:24:39	PLEASE SUBMIT THE SIGNED AND SEALED TRAFFIC PLAN AS PER
	ORDINANCE 3941-06.
	ALL PARCELS MUST BE UNIFIED AS STIPULATED BY ORDINANCE
	3941-06.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2006-11-22			Cont ID
Sent By	astelly			Date	2006-11-22	Time	15:51	Rev Time	0.00
Received By	astelly			Date	2006-11-22	Time	15:50	Sent To

Notes

2006-11-22 15:53:24	ACCORDING TO THE DEVELOPMENT ORDER, ORDINANCE NO.
	3941-06, A TRAFFIC PLAN DEVELOPED AND SEALED BY AN
	ENGINEER MUST BE SUBMITTED WITH THE CONSTRUCTION
	DOCUMENTS.