City of West Palm Beach eGovPlus

Plan Review Details - Permit 07010472

Plan Review Stops For Permit 07010472

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	8	Status	P	Date	2008-07-24			Cont ID
Sent By	jwitmer			Date	2008-07-24	Time	11:25	Rev Time	0.77
Received By	jwitmer			Date	2008-07-24	Time	11:25	Sent To	PC

Notes

2008-07-24 11:26:45

REVISON# 3 PR#10 - OK

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	7	Status	P	Date	2008-03-24			Cont ID
Sent By	jwitmer			Date	2008-03-24	Time	13:14	Rev Time	0.77
Received By	jwitmer			Date	2008-03-24	Time	13:14	Sent To

Notes

2008-03-24 13:15:18

SHOP DRAWINGS FL# 04-5854.1/ NOA 04-0227.02

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	6	Status	F	Date	2008-02-26			Cont ID
Sent By	jwitmer			Date	2008-02-26	Time	11:57	Rev Time	0.33
Received By	jwitmer			Date	2008-02-26	Time	11:57	Sent To

Notes

2008-02-26 12:05:01	BUILDING PLAN REVIEW
	PERMIT: 07010472
	ADD: 5205 GREENWOOD
	CONT: HEDRICK BROTHERS
	TEL: (561)242-4315

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


	SHOP DRAWING REVIEW: DENIED

	FL # 5854.1 / 04-0227.02 YKK35H MEDIUM STILE IMPACT
	DOOR:

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

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

	TEL: (561)805-6715
	FAX: (561)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	5	Status	P	Date	2008-02-26			Cont ID
Sent By	jwitmer			Date	2008-02-26	Time	11:48	Rev Time	2.20
Received By	jwitmer			Date	2008-02-26	Time	11:08	Sent To

Notes

2008-02-26 11:53:27	BUILDING PLAN REVIEW
	PERMIT: 07010472
	ADD: 5205 GREENWOOD
	CONT: HEDRICK BROTHERS
	TEL: (561)242-4315

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

	BUILDING PROVISO:

	SHEET GC-101, REVISION NEW PLAYGROUND. A SPERATE PERMIT
	WILL BE REQUIRED FOR ADA COMPLIANCE OF PLAYGROUND
	EQUIPMENT.

	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	P	Date	2007-10-10			Cont ID
Sent By	jwitmer			Date	2007-10-10	Time	14:53	Rev Time	0.00
Received By	rkussner			Date	2008-02-21	Time	08:48	Sent To	PC

Notes

2008-02-21 09:02:51	BY MISTAKEWE INADVERTANTLY WENT INTO THE BLDG. REVIEW
	STOP AND IT SHOULD OF BEEN LANDSCAPING. ROBERT KUSSNER
	X1462 PER LUIS MARTINEZ
2007-10-10 14:54:39	SF-103 & SF-505

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2007-08-26			Cont ID
Sent By	jwitmer			Date	2007-08-26	Time	16:29	Rev Time	2.00
Received By	jwitmer			Date	2007-08-26	Time	16:29	Sent To	PC

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2007-06-14			Cont ID
Sent By	jwitmer			Date	2007-06-14	Time	12:39	Rev Time	5.55
Received By	jwitmer			Date	2007-06-14	Time	07:59	Sent To	PC

Notes

2007-06-14 12:47:55	BUILDING PLAN REVIEW
	PERMIT: 07010472
	ADD: 5205 GREENWOOD AVE
	CONT: HEDRICK BROTHERS
	TEL: (561)689-8880
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	1STREVIEW
	ACTION: DENIED

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

	2 ) FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
	THE COURT.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. NOTE: 713.13(6)THE POSTING OF THE
	NOTICE OF COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE
	THE FIRST INSPECTION.

	3) COMPLIED.

	4) 2ND REQUEST SHEET SS-002 LOADS AND DESIGN CRITERIA
	NOTE (D) TO PROVIDE GEOTECHNICAL REPORTS.THE REPORTS
	SUBMITTED ARE COPIES NOT THE ORIGINAL SIGNED AND SEALED
	REPORTS.
	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
	DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. FL STATE
	STAT: 61G15-23.002 ENGINEERS.
	FBC 1802.2.1 QUESTIONABLE SOILS,
	1802.2.1 QUESTIONABLE SOIL.WHERE THE SAFE-SUSTAINING
	POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
	VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
	CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
	NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
	SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
	THROUGH 1802.6 .

	5-6A) COMPLIED.

	6B) 2ND REQUEST,DETAIL # 2 INDICATES A MONOLITHIC
	FOOTER GOING PAST THE STEEL FRAME WALL BY SEVERAL
	INCHES, HOW WILL THIS BE WATERPROOFED SO WATER WILL NOT
	OSMOSIS UNDER THE BOTTOM TRACK TO THE INTERIOR OF THE
	BUILDING? SHEET DETAIL 8 /AF-510 INDICATES THE USE OF A
	MEMBRANE FLASHING APPLIED TO THE 5/8" EXTERIOR
	DENSEGLASSGOLD SHEATHING.
	1403.8
	IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
	INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
	AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
	SHALL NOT BE LESS THAN 6 INCHES (152 MM).

	WITH THIS TYPE OF CONSTRUCTION OR ALTRATION TO THE
	EXISTING BUILDING UNDER THE EXISTING CBS WITH STUCCO
	DIRECTLY APPLIED TO THE BLOCK, THE CODE WAS NOT
	CONCERNED WITH A 6" INSPECTION ZONE FOR TERMITES.WHEN
	APPLYING THE VENEER TO THE EXTERTIORTHIS CHANGES THE
	LEVEL OR GRADE ON THE EXTERIOR OF THE BUILDING. SHEET
	SB-502 DETAIL# 1 INDICATES THE FOOTING AND SLAB TOTAL
	12" IN THE VERTICAL DIMENSION. WITH THE 6" INSPECTION
	PANEL AND THE 12" MINIMUM REQUIREMENT FOR FOUNDATIONS
	THE MINIMUM VERTICAL HEIGHT OF THE FOUNDATION IS 18",
	PLEASE UPDATE THEA & S SHEETS.

	6C) 2ND REQUEST, BOTH DETAILS 1& 2 BOTH INDICATE THE
	USE OF STEEL NETWORKS VERTICLIP SLS & SLB , HOW ARE
	THEY FASTENED TO THE EXISTING STEEL DECK, SINCE THEY
	ARE PART OF CREATING THE EXTERIOR ENVELOPE (MAIN
	WINDFORCE-RESISTING SYSTEM) DO THEY HAVE ANY PRODUCT
	EVALUATION REPORTS?IF REPORTS ARE AVAILABLE HAVE
	THEY TAKEN A 1.33% IN WINDLOADS? PLEASE SEE ICC
	REPORT ERS 1903 FOR SL, SLB, SLS & SLT EXTERIOR CURTAIN
	WALL SYSTEM. PROVIDE PRODUCT APPROVALS.

	6D) 2ND REQUEST, THIS SAME DETAIL IT WOULD APPEAR THAT
	THERE IS A GAP BETWEEN THE EXISTING FLOOR SLAB AND THE
	NEWLY CREATED CURTAIN WALL SYSTEM, WHAT WILL BE USED TO
	STOP THE VOID IN THE WALL AT THE SLAB LEVEL, FIRE
	PROOFING MATERIALS? SHEET AF-302 INDICATE & PROVIDE
	DOCUMENTATION OFUL FIRE STOP SYSTEM? 717.2.3
	CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES.
	FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS
	BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION
	SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN
	ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN
	CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
	AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR
	LOCATIONS.
	717.2.1 FIREBLOCKING MATERIALS.
	FIREBLOCKING SHALL CONSIST OF 2-INCH (51 MM) NOMINAL
	LUMBER OR TWO THICKNESSES OF 1-INCH (25 MM) NOMINAL
	LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF
	0.719-INCH (18.3 MM) WOOD STRUCTURAL PANEL WITH JOINTS
	BACKED BY 0.719-INCH (18.3 MM) WOOD STRUCTURAL PANEL OR
	ONE THICKNESS OF 0.75-INCH (19 MM) PARTICLEBOARD WITH
	JOINTS BACKED BY 0.75-INCH (19 MM) PARTICLEBOARD.
	GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF
	MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS
	INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED
	IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK.
	BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER
	APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR
	COMPLIANCE WITH THE 10-FOOT (3048 MM) HORIZONTAL
	FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS
	OF STUDS OR STAGGERED STUDS. LOOSE-FILL INSULATION
	MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS
	SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR
	USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND
	TO RETARD THE SPREAD OF FIRE AND HOT GASES. THE
	INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED.
	717.2.1.1 DOUBLE STUD WALLS. BATTS OR BLANKETS OF
	MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID
	MATERIALS SHALL BE ALLOWED AS FIREBLOCKING IN WALLS
	CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED
	STUDS.

	6E) PROVISO: STEEL SHOP DRAWINGS TO BE REVIEWED BY
	DESIGN PROFESSIONALBEFORE SUBMITTAL TO THE BUILDING
	DEPARTMENT.

	6F) COMPLIED.

	7) SHEET AF-302
	7A)(1) THE QUESTION ASKED WAS WHAT TYPE OF MATERIAL WAS
	TO BE USED FOR THE EXTERIOR TRIM ON THE BUILDING.
	RESPONSE COMMENTS ARE THIS IS TO BE A DRYVIT INFINITY
	SYSTEM. SUBMITTED WASA
	FLORIDA COVERSHEET 2030- R1, WHEN YOU LOOK INTO THE
	REPORT THE BACK UP INFORMATION IS SUPPOSE TO BE A
	MIAMI-DADE REPORT NOA 01-0614.14 SUCH REPORT WAS NOT
	SUBMITTED.
	7A)(2) THERE ARE TWO ISSUE WITH THE USE OF EFIS WALL
	SYSTEMS AND THE USE OF EFIS TO BE USED AS TRIM.
	EFIS WALL SYSTEMS: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. LOOSE FILL-TYPE FOAM
	PLASTIC INSULATION SHALL
	BE TESTED AS BOARD STOCK FOR THE FLAME SPREAD
	INDEX AND SMOKE-DEVELOPED INDEX.
	EFIS EXTERIOR TRIM:2603.5.4 FLAME
	SPREAD AND SMOKE-DEVELOPED INDEXES. FOAM PLASTIC
	INSULATION, EXTERIOR COATINGS AND FACINGS SHALL BE
	TESTED SEPARATELY IN THE THICKNESS
	INTENDED FOR USE, BUT NOT TO EXCEED 4 INCHES
	(102 MM), AND SHALL EACH HAVE A FLAME SPREAD INDEX OF
	25 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450 OR LESS
	AS DETERMINED IN
	ACCORDANCE WITH ASTM E 84.
	2603.5 EXTERIOR WALLS OF BUILDINGS
	OF ANY HEIGHT.
	EXTERIOR WALLS OF BUILDINGS OF TYPE I, II, III
	OR IV CONSTRUCTION OF ANY HEIGHT SHALL COMPLY WITH
	SECTIONS 2603.5.1 THROUGH 2603.5.7 . EXTERIOR WALLS OF
	COLD STORAGE BUILDINGS REQUIRED TO
	BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS,
	WHERE THE BUILDING IS MORE THAN ONE STORY IN HEIGHT,
	SHALL ALSO COMPLY WITH THE PROVISIONS OF SECTIONS
	2603.5.1 THROUGH 2603.5.7 .
	EXTERIOR WALLS OF BUILDINGS OF TYPE V
	CONSTRUCTION SHALL COMPLY WITH SECTIONS 2603.2 , 2603.3
	AND 2603.4 .

	7B) COMPLIED.

	8) COMPLIED.

	9A) PARTIALLY COMPLIED WE ARE STILL MISSING PRODUCT
	APPROVALS. ) 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 BEOPENINGS 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.

	9B) PARTIALLY COMPLIED.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

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

	9D) 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:
	1. WINDOWS
	A. FIXED -OK
	B) STOREFRONT - NOT SUBMITTED
	C) CIRCULAR FIXED FRAME- NOT SUBMITTED
	D) CURTAIN WALL
	2) GLAZED DOORS
	A) KANEER IR-350 NOT SUBMITTED
	B) HOLLOW METAL DOOR- OK
	3) TRANSOM NOT SUBMITTED
	4) SIDELIGHTS- NOT SUBMITTED
	5) MULLIONS
	6) LOUVERS- STATED NONE IN BUILDING?
	7) EFIS SYSTEMS WRONG BACK UP REPORT
	8) ROOF ASSEMBLIES
	A) MAIN ROOF FIRESTONE ULTRAPLY - NO ENHANCED
	FASTENING REQUIRES ENGINEERS SEAL AND SIGNATURE
	B) ROOF TILE OK
	C) STANDING SEAM- OK
	D) UNDERLAYMENTS- OK
	E) ROOF INSULATION- OK
	F) ROOF HATCH EXISTING
	G) PRE-MANUFACTURED A/C STANDS NEW COMMENT

	10) COMPLIED.

	11) 2ND REQUEST,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 C. B. O.

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2007-02-02			Cont ID
Sent By	jwitmer			Date	2007-02-02	Time	14:11	Rev Time	5.55
Received By	jwitmer			Date	2007-02-02	Time	08:51	Sent To

Notes

2007-02-02 17:01:53
	BUILDING PLAN REVIEW
	PERMIT: 07010472
	ADD: 5205 GREENWOOD AVE
	CONT: HEDRICK BROTHERS
	TEL: (561)689-8880
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	1STREVIEW
	ACTION: DENIED

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

	2 ) FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
	THE COURT.
	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. NOTE: 713.13(6)THE POSTING OF THE NOTICE
	OF COMMENCEMENT
	AT THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.

	3) SHEET SB-101 THE PLANS DO NOT INDICATE THE USE OF
	TERMITE TREATMENT FOR THE NEW CONCRETE SLAB. 1816.1.1
	IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
	PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE
	THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL
	EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE.

	1816.1.2
	IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
	PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL
	SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL
	TREATMENT, INCLUDING SPACES BOXED OR FORMED.

	1816.1.3
	IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
	PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR
	FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING
	TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY
	USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF
	SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL
	DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT.

	1816.1.4
	IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
	PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED
	WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT
	AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE
	VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY
	WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE
	AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS
	POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID
	PENETRATING OR DISTURBING TREATED SOIL.

	1816.1.5
	IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
	PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED
	ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE
	REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO
	ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.

	4)SHEET SS-002 LOADS AND DESIGN CRITERIA NOTE D) TO
	PROVIDE GEOTECHNICAL REPORT. FBC 1802.2.1
	QUESTIONABLE SOILS,
	1802.2.1 QUESTIONABLE SOIL.
	WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
	DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
	SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
	OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
	BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
	PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .

	5) SHEET SF-101:
	5A) THIS SHEET INDICATES A DETAIL# 1/ SB502 THIS DETAIL
	IS OF A EXPANDED FOOTER THE WIDTH IS PROVIDED BUT NOT
	THE LENGTH. THE DEPTH AND NUMBER OF STEELBARS AND SIZE
	OF BARS IS PROVIDED IN THE DETAIL. PLEASE PROVIDE THE
	LENGTH.

	6) SHEET SF-102:

	6A) DETAIL# 1/SF-504 DOESN'T INDICATE IF THE EXISTING
	PARAPET WALL WILL BE CUT AWAY AT THIS NEW ROOF AREA OR
	WILL THIS AREA NEED DRAINAGE AND EMERGENCY OVERFLOWS,
	FOR BOTH SIDES OF THE BUILDING? ADITIONAL INFORMATION
	REQUIRED?

	6B) DETAIL # 2 INDICATES A MONOLITHIC FOOTER GOING PAST
	THE STEEL FRAME WALL BY SEVERAL INCHES, HOW WILL THIS
	BE WATERPROOFED SO WATER WILL NOT OSMOSIS UNDER THE
	BOTTOM TRACK TO THE INTERIOR OF THE BUILDING? SHEET
	DETAIL 8 /AF-510 INDICATES THE USE OF A MEMBRANE
	FLASHING APPLIED TO THE 5/8" EXTERIOR DENSEGLASSGOLD
	SHEATHING.
	1403.8
	IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
	INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
	AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
	SHALL NOT BE LESS THAN 6 INCHES (152 MM).

	6C) BOTH DETAILS 1& 2 BOTH INDICATE THE USE OF STEEL
	NETWORKS VERTICLIP SLS & SLB , HOW ARE THEY FASTENED TO
	THE EXISTING STEEL DECK, SINCE THEY ARE PART OF
	CREATING THE EXTERIOR ENVELOPE (MAIN
	WINDFORCE-RESISTING SYSTEM) DO THEY HAVE ANY PRODUCT
	EVALUATION REPORTS?IF REPORTS ARE AVAILABLE HAVE
	THEY TAKEN A 33%
	IN WINDLOADS?

	6D) THIS SAME DETAIL IT WOULD APPEAR THAT THERE IS A
	GAP BETWEEN THE EXISTING FLOOR SLAB AND THE NEWLY
	CREATED CURTAIN WALL SYSTEM, WHAT WILL BE USED TO STOP
	THE VOID IN THE WALL AT THE SLAB LEVEL, FIRE PROOFING
	MATERIALS? SHEET AF-302 INDICATES UL FIRE STOP SYSTEM?
	711.3 FIRE-RESISTANCE RATING.
	THE FIRE-RESISTANCE RATING OF FLOOR AND ROOF ASSEMBLIES
	SHALL NOT BE LESS THAN THAT REQUIRED BY THE BUILDING
	TYPE OF CONSTRUCTION. WHERE THE FLOOR ASSEMBLY
	SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A
	FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED
	BY SECTION 302.3.2 BASED ON THE OCCUPANCIES BEING
	SEPARATED. WHERE THE FLOOR ASSEMBLY SEPARATES A SINGLE
	OCCUPANCY INTO DIFFERENT FIRE AREAS, THE ASSEMBLY SHALL
	HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT
	REQUIRED BY SECTION 706.3.7 . FLOOR ASSEMBLIES
	SEPARATING DWELLING UNITS IN THE SAME BUILDING OR
	SLEEPING UNITS IN OCCUPANCIES IN GROUP R-1, HOTEL
	OCCUPANCIES, R-2 AND I-1 SHALL BE A MINIMUM OF 1-HOUR
	FIRE-RESISTANCE-RATED CONSTRUCTION.

	6E) DETAIL # 1/ SF-505INDICATES AN EXISTING W16X26
	AND A NEW BEAM W14X26. THE DETAIL INDICATES THE W14X26
	WITH CONNECTION PLATES THAT ARE BOLTEDONTO THE W14X26,
	BOLT SIZE IS NOT PROVIDED, ALSO THE CONNECTION PLATE
	SIZE OR TYPE OF CONFIGURATION ISN'T PROVIDED NOR THE
	CONNECTION TO BEAM W16X26?
	106.1.2. ADDITIONAL INFORMATION REQUIRED.

	6E) AT THE END OF THE SAME CANOPY THERE IS A SECTION
	THROUGH THE NEW W14X26 BUT NO DETAIL OF HOW THIS WILL
	BE ASSEMBLED?
	106.1.2 ADDITIONAL INFORMATION REQUIRED.

	7) SHEET AF-302

	7A)SHEET AF-302 DETAILS 1& 2 BOTH INDICATE EXTERIOR
	MOLDING OR TRIM ON THE EXTERIOR OF THE BUILDING, WHAT
	TYPE OF TRIMWILL BE USED AND HOW WILL IT BE
	ATTACHED?

	106.1.2 ADDITIONAL INFROMATIOIN

	7B) SHEET AF-302 BOTH DETAILS INDICATE SECTION 1/
	AF-510 A 2 1/2" STRUCTURAL METAL STUD GAUGE OF
	STREUCTURAL STUD IS NOT PROVIDED. SHEET SF-504 DOESN'T
	INDICATE GAUGE OF 2 1/2 STRUCTURAL STUD OR HOW IT WILL
	BE TIED BACK TO THE 6" / 20 GAUGE METAL STUD WALL?

	8) SHEET AF-303 DETAIL# 4 INDICATES THE USE OF STANDING
	SEAM METAL ROOF SYSTEM, DETAIL# 8 OF SF-501 INDICATES A
	SSTRUCTURAL DECK OF1 1/2" B METAL DECK,
	PLEASE PROVIDE COMPLIANCE WITH 1507.4.2. THIS ROOF HAS
	LESS THAN A 2:12 SLOPE.
	1507.4.2 DECK SLOPE.
	THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL
	ROOFS WITHOUT APPLIED LAP SEALANT SHALL BE THREE UNITS
	VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE). THE
	MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL ROOFS
	WITH APPLIED LAP SEALANT SHALL BE ONE-HALF VERTICAL
	UNIT IN 12 UNITS HORIZONTAL (4-PERCENT SLOPE). THE
	MINIMUM SLOPE FOR STANDING SEAM OF ROOF SYSTEMS SHALL
	BE ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL
	(2-PERCENT SLOPE).

	9A)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.

	9B)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

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

	9D)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:
	WINDOWS:
	FIXED WINDOWS STORE FRONT
	CURTAINWALL
	DOORS:
	GLAZED DOORS
	HOLLOW METAL FRAME DOORS
	TRANSOMS
	SIDELIGHTS
	MULLIONS
	VERTICAL
	HORIZONTAL
	LOUVERS WALL
	EFIS SYSTEMS
	ROOFING ASSEMBLIES
	UNDERLAYMENTS
	ROOFING INSULATION
	STANDING SEAM METAL ROOFING
	ROOF HATCHES IF NEW OR REPLACED

	9E ) THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	__X__ CONTRACTOR FAILED TO INDICATE WHICH
	SYSTEM TO BE USED.

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

	_NOT KNOWN__ 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.

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

	10) PLEASE PROVIDE THE APPROPRIATE INFORMATION FOR
	EITHER OF THE FOLLOWING:
	13-400.2A.2 SHELL BUILDING
	14-400.0..C.4 RENOVATED BUILDINGS
	13-400.0 COMPLIANCE CRITERIA

	11)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 C. B. O.

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

Review Stop	E			ELECTRICAL
Rev No	7	Status	N	Date	2008-02-14			Cont ID
Sent By	dpalmer			Date	2008-02-14	Time	10:11	Rev Time	0.00
Received By	dpalmer			Date	2008-02-14	Time	10:11	Sent To

Notes

2008-02-14 10:15:02	** REVISED PLANS ALREADY REVIEWED AND STAMPED SHEETS.
	TWO ROLLS OF REVISIONS SUBMITTED. ONE ROLL CONTAINS
	STAMPS FROM ELECTRICAL REVIEW WHICH IS THE CONTRACTORS
	COPY FOR ON-SITE.
	THE SECOND ROLL CONTAINS ALL NEW SHEETS WHICH ARE THE
	SAME AS THE ORIGINAL REVISION AND ROLLS.
	THESE NEW SHEETS ARE NOT NEEDED. THE FILE ROLL ALREADY
	CONTAINS THE REVISIONS FROM PREVIOUS SUBMITTEED
	REVISIONS PASSED ON NOV 29, 2007. DO NOT NEED ANY OTHER
	SHEETS. NONE STAMPED SHEETS WILL BE RETURNED TO
	CONTRACTOR ALONG WITH PREVIOUS STAMPED CONTRACTORS
	COPY.

	IF THERE ARE ANY QUESTIONS, PLEASE CALL.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPARTMENT
	561-805-6717

Review Stop	E			ELECTRICAL
Rev No	6	Status	P	Date	2007-11-29			Cont ID
Sent By	dpalmer			Date	2007-11-29	Time	16:02	Rev Time	0.00
Received By	dpalmer			Date	2007-11-29	Time	16:02	Sent To

Notes

2007-11-29 16:02:40

REV #4 FOR PHASE #2, HARVEST PUMP

Review Stop	E			ELECTRICAL
Rev No	5	Status	P	Date	2007-09-23			Cont ID
Sent By	dpalmer			Date	2007-09-23	Time	08:45	Rev Time	0.00
Received By	dpalmer			Date	2007-09-23	Time	07:38	Sent To	PC

Notes

2007-09-23 08:46:24	*** INSERTED NEW SHEETS INTO COMPLETE SETS, STAMPED ALL
	SHEETS, STAMPED PRODUCT APPROVALS, STRUCTURAL SHOP
	DRAWINGS, AND ALL SUPPORTING DOCUMENTS.

Review Stop	E			ELECTRICAL
Rev No	4	Status	F	Date	2007-09-15			Cont ID
Sent By	dpalmer			Date	2007-09-15	Time	18:16	Rev Time	0.00
Received By	dpalmer			Date	2007-09-15	Time	17:09	Sent To	PC

Notes

2007-09-15 18:18:33	2007-09-15 18:18:33

	TEMPORARY FAILED STATUS*

	NEEDS TWO COMPLETE SETS OF PLANS BEFORE PROCESSING AND
	ISSUANCE OF PERMIT.
	CONTACT AHS BEEN MADE WITH THE ARCHITECT AND CONTRACTOR
	BY PHONE AND E-MAIL.

	IF THERE ARE ANY QUESTIONS, PLEASE CONTACT:
	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPARTMENT
	CITY OF WEST PALMBEACH
	561-805-6717
	[email protected]
2007-09-15 17:09:53	2007-09-15 17:09:53

	IN ELECTRIC FOR REVIEW

Review Stop	E			ELECTRICAL
Rev No	3	Status	F	Date	2007-07-07			Cont ID
Sent By	dpalmer			Date	2007-07-07	Time	19:07	Rev Time	0.00
Received By	dpalmer			Date	2007-07-07	Time	15:49	Sent To	I

Notes

2007-07-07 19:28:22	2007-07-07 19:28:22
	* NOTE ADDED

	1) NOTE THIS COMMENT IS FOR THE LANDSCAPE PLANS AND
	DESIGNER OF RECORD FOR THESE SHEETS.
	PLEASE SEE THE SEAL IN USE ON LANDSCAPE PLANS IS
	REQUIRED TO MEET FAC 61G1-16.002. THIS IS REQUIRED
	WHETHER OR NOT COMMENT IS MADE BY OTHER.
	THIS IS A NEW COMMENT AND WAS NOTICE WHEN PLANS WERE
	BEING ROLLED. PLEASE SEE ZONING FOR POSSIBLE COMMENTS
	EITHER ON PREVIOUS OR PRESENT REVIEW.
2007-07-07 19:08:06	2007-07-07 19:08:06
	** UNSAT3RDREVIEW **

	** PLEASE SEE THERE ARE STILL SEVERAL ITEMS FROM THE
	TWO PREVIOUS REVIEWS WHICH STILL NEED TO BE ADDRESSED.

	** PLEASE SEE THERE ARE SOME NEW COMMENTS BASED ON
	CHANGES AND REVISIONS NOW MADE TO PLANS WHICH WERE NOT
	ON PREVIOUS REVIEWED PLANS.


	1) NOTE:PLEASE SEE BOTH PREVIOUS REVIEWS REQUESTED
	FOR THE REQUIRED CODES TO BE STATED ON BOTH THE
	ARCHITECTURAL AND ELECTRICAL PLANS. PLEASE SEE THE ONLY
	CHANGE WAS MADE TO THE ARCHITECTURAL SHEETS AND THE
	ELECTRICAL SHEETS STILL CONTAIN THE SAME GENERAL
	STATEMENT.
	PLEASE SEE THAT RELEVANT CODES UNDER A DESIGN OF ANY
	PROJECT SHALL BE STATED ON PLANS AS REQUIRED UNDER THE
	FBC.
	PLEASE BE SURE THE FOLLOWING IS STATED ON THE
	ELECTRICAL SHEETS:
	2005 NFPA-70 (NEC
	2003 NFPA-101 LIFE SAFETY CODE
	2002 NFPA-72
	2004 FBC W/2006 REVISIONS.
	PLEASE STATE THESE CODE ON E COVER SHEETS OR ANY OTHER
	E-SHEET(S) WHERE NOTES ARE PRESENT REFLECTING THE CODE


	2) NOTE: PLEASE SEE THE PREVIOUS TWO REVIEWS REQUESTED
	COMPLIANCE TO FBC CHAPTER 13. THERE WERE SUBSTANTIAL
	CHANGES WHICH WENT INTO EFFECT ON OCTOBER 1ST, 2005.
	PLEASE SEE NOT SYSTEM IS PROPOSED, ONLY PLANS NOW
	INDICATE A SYMBOL IN AREAS FOR MOTION DETECTORS
	PLEASE SEE NO TIMES OR INFORMATION WAS PROVIDED FOR
	THESE NEW DEVICES AS NOTED PREVIOUSLY. NO DETAIL ON
	WIRING OF THESE DEVICES AS LIGHTING IS STILL SHOWN
	CIRCUITED BACK TO THE MAIN PANEL.
	PLEASE SEE NOT ALL AREAS SHOW MOTION DETECTORS OR
	OCCUPANCY DEVICES. PLEASE SPECIFY THESE DEVICES. PLEASE
	KNOW RANGES ON MOTION DEVICES ONLY ARE DIFFERENT AND
	MAY OR MAY NOT PROVIDE THE NEEDED COVERAGE. PLEASE SEE
	OTHER COMMENT WITH RESPECT TO STAIRS ON MOTION
	DETECTORS.
	PLEASE SEE SEPARATE SPACES WHICH REQUIRE DEVICES YET
	PLANS DO NOT INDICATE ANY DEVICES FOR THESE AREAS.
	PLEASE SEE THERE ARE MAXIMUM TIMES STATED IN THE FBC
	DEPENDING ON THE TYPES OF DEVICES CHOSEN. (OS TYPES
	30MINS)(TIMER TYPES 4HRS) THIS ALL DEPENDS ON DESIGN OF
	DEVICES ETC.
	PLEASE SEE THE SAME ENERGY CALCULATIONS WERE SUBMITTED
	BACK. PLEASE SEE THE RESPONSE MENTIONS HAVE BEEN
	PROPERLY SUBMITTED, HOWEVER PLEASE SEE NO INFORMATION
	PER 13-415.2 COULD BE FOUND ON PLANS AND OTHER
	DOCUMENTS SUBMITTED. PLEASE SEE THE FIXTURES AS SHOWN
	ON PLANS DO NOT ALL CORRELATE WITH THE FIXTURE LEGEND
	AND NO PERFORMANCE CALCULATIONS WERE LOCATED BASED ON
	THE FIXTURES ON PLANS AND SQ FT OF PROJECT ON HOW THE
	NUMBER OF 1.0 W/SF IS MET.
	THE DESIGN TOTAL COMPARED TO THE DESIGN ALLOWANCE BASED
	ON THE SECTION 13-415.2.C.1, 13-415.2.C.
	13-415.2.ABC.1.3
	PLEASE SEE AS THE SAME ENERGY CALCULATIONS FOR METHOD C
	WAS SUBMITTED BACK; PLEASE SEE THESE ARE STILL NOT
	SEALED AS REQUIRED AND PREVIOUSLY REQUESTED. PLEASE SEE
	13-415.1.ABC.1.1, 13-415.1.ABC.1.2, AND
	13-415.1.ABC.1.3 (WHERE APPLICABLE ON .1.3).PLEASE SEE
	13-103.1.1.1 WHICH REQUIRES THESE TO BE *SIGNED, DATED
	AND SEALED* BY THE DESIGN PROFESSIONAL OF RECORD AND
	RESPONSIBLE FOR THE DOCUMENTS.
	3) NOTE: PLEASE SEE PREVIOUS REVIEWS REQUESTED
	PHOTO-METRICS AND ANY CONTROLS TO MEET BOTH THE FBC AND
	NFPA-101 FOR DEVICES CHOSEN.
	PLEASE SEE THE PLANS NOW INDICATE ONLY ONE DEVICE ON
	EACH LEVEL FOR CONTROL OF EGRESS LIGHTING. PLEASE SEE
	7.9.2.2 OF THE LIFE SAFETY CODE WHICH WAS GIVEN ON BOTH
	OF THE PREVIOUS REVIEWS.
	FBC 1006.1.2, LS101 7.8.1.2.2
	PLEASE ADJUST.

	4) NOTE: PLEASE SEE FIRST REVIEW COMMENTS WHICH GAVE
	NOTES FOR REQUIRED DEDICATED CIRCUITS FOR ELEVATOR
	ROOMS, EQUIPMENT ETC. THE RESPONSE WAS THE EQUIPMENT
	ROOM WAS TO HAVE DEDICATED CIRCUITS ETC AND THIS WAS
	DONE. PLEASE SEE 620.24 HOWEVER AS THIS REQUIRES
	DEDICATE BRANCH CIRCUIT FOR PIT LIGHTS AND RECEPTACLES.
	PLEASE SEE THE LIGHTING IS STILL SHOWN ON THE SAME
	CIRCUIT AS THE LIGHTING ON FIRST FLOOR.

	5) NOTE: PLEASE SEE THAT SOME LOAD CALCULATIONS FOR
	SERVICE ARE NOW BEING SUBMITTED FOR THE FIRST TIME FOR
	REVIEW. PLEASE SEE NO LOAD SUMMARY ON HOW LOADS WERE
	DERIVED WAS SUBMITTED.
	PLEASE SEE CONTINUOUS LOADS AS REQUIRED ARE STILL NOT
	SHOWN AT 125%.
	PLEASE SUBMIT LOAD CALCULATIONS BASED ON FUTURE LOADS
	AND CURRENT KNOWN
	PLEASE SEE THE 2005 NEC FOR REQUIRED METHODS. 220.12,
	220.14, 220.42, 220.44 AND ALL PREVIOUS SECTIONS AS
	PREVIOUSLY NOTED.
	PLEASE CLARIFY WHERE THE 85% AS SHOWN AS A DE-RATING
	FOR * EQUIPMENT* COMES FROM BASED ON THE NEC. PLEASE
	SUBMIT COMPLETE LOAD CALCULATIONS FOR SERVICE AND EACH
	OF THE PANELS AS BEING SHOWN EVEN THOSE BEING SET ASIDE
	FOR FUTURE USE. PLEASE SEE THE ONLY PANEL SHOWN WHICH
	IS THE NHP AND THIS DOES NOT INCLUDE A LOAD SUMMARY OR
	HOW THE SERVICE WAS SIZED OR CORRECT LOAD CALCULATIONS
	FOR THIS PANEL OR SERVICE.
	PLEASE SEE NOTE #9 ABOVE AS THE SERVICE SIZE OR
	CONDUCTORS ARE NOT COMPLETE THE SIZE OF THE SERVICE CAN
	NOT BE DETERMINED AT THIS TIME.
	PLEASE SEE ALL OF 220.
	PLEASE ALSO SEE 215.3, 230.42 ETC FOR ALL CONTINUOUS
	LOADS AND LARGEST MOTORS LOADS AT 125%.
	FBC ADMIN SECTION 106.3.5.1.2, 106.1.2


	6) NOTE: PLEASE SEE THE RISER AS SUBMITTED IS STILL NOT
	COMPLETE.
	PLEASE SEE NO INFORMATION FOR ANY OF THE PROPOSED MAINS
	IS SHOWN. ONLY ONE OF THE MAINS INDICATES IT WILL BE
	800AMPS.
	PLEASE SEE NO AIC RATINGS FOR EACH OF THE SERVICE
	EQUIPMENT AND MAIN WAS SUBMITTED. SOME AIC CALCULATIONS
	THESE WAS SUBMITTED. 110.9
	PLEASE SEE NO MAINS AS REQUIRED PER 230.70, 230.71,
	230.72, 230.76 AND 230.79 ETC WAS SHOWN.
	IN FACT PLEASE SEE THE RESPONSE LETTER NOW MENTIONS
	SPECIFICALLY THAT A NEW SHUNT TRIP AND SHUNT TRIP
	BREAKERS WAS ADDED. THE RISER NOW SHOWS THIS AND AS
	PREVIOUSLY STATED IN BOTH PREVIOUS REVIEWS MAIN MUST
	MEET 230.76 AND 230.79. SHUNT TRIP BREAKERS AND SHUNT
	TRIPS DO NOT MEET CODE. PLEASE KNOW THAT ALL MAINS AND
	MEANS OF DISCONNECT MUST CONTAIN A MANUAL MEANS OF
	DISCONNECT RATED FOR THE LOAD SERVED.
	PLEASE SEE THE LOCATION OF THESE MAINS SHALL BE LOCATED
	AT THE NEAREST POINT OF ENTRANCE INTO THE BUILDING.
	THIS IS A LIFE SAFETY HAZARD AND PROPERTY HAZARD. IF
	THERE IS A STRUCTURE FIRE FOR EXAMPLE AND THE ONLY WAY
	TO SHUT OFF THE POWER TO THE BUILDING IS LOCATED CLOSE
	TO THE CENTER OF THE BUILDING THIS WOULD NOT ONLY CAUSE
	A DELAY IT WOULD ALSO CREATE A HAZARD TO FIRE
	DEPARTMENT PERSONNEL IN AN EFFORT TO TURN OFF POWER.
	PLEASE SEE THERE ARE NUMEROUS ITEMS NOT COMPLETED ON
	RISER AT THIS TIME.

	** AS A NOTE PANEL NHP IS GOING TO BE 800AMPS?

	7) NOTE: PLEASE SEE THE RISER STILL DOES NOT INDICATE
	THE GROUNDING ELECTRODE SYSTEM AS REQUIRED PER 250.50.
	PLEASE SEE THE RISER MENTIONS AND SHOWS ALL AS EXISTING
	HOWEVER THIS IS NOT POSSIBLE AS THE RISER JUST ABOVE
	WHICH SHOWS EXISTING CONDITIONS AND THIS DOES NOT
	CORRELATE WITH THE NEW PROPOSED RISER.
	HOW CAN THE GROUNDING ELECTRODE SYSTEM AS SHOWN BE
	EXISTING WHEN THE RISER AS SHOWN IS NEW?
	PLEASE ALSO SEE THAT 250.50 WHICH REQUIRES ALL FOOTER
	STEEL ETC TO BE PART OF THE GROUNDING ELECTRODE SYSTEM.
	PLEASE SEE THE ADDITION AND NEW FOOTER STEEL OR
	BUILDING STEEL ETC IS REQUIRED TO BE PART OF THE
	SYSTEM.
	PLEASE SHOW NEW SYSTEM.
	250.50,250.54, 250.56 ETC.
	PLEASE ALSO SEE AS PREVIOUSLY NOTED IN REVIEWS: THE
	RISER IS STILL SHOWING EQUIPMENT GROUNDING CONDUCTORS
	AHEAD OF THE FIRST MEANS OF DISCONNECT(S) WHICH IS NOT
	PERMITTED. THIS CONDITION AS SHOWN WOULD CREATE
	OBJECTIONABLE CURRENTS AS STATED IN 250.6.
	PLEASE SEE 250.24 AS THIS REQUIRES BONDING AT THE FIRST
	MEANS OF DISCONNECT. WHEN THE BONDING IS DONE AT THE
	FIRST MEANS OF DISCONNECT AS REQUIRED PER 250.24 AND IF
	AN *EQUIPMENT GROUNDING CONDUCTOR IS INSTALLED BEFORE
	THE FIRST MEANS OF DISCONNECT THEN THIS WOULD BE
	PARALLELING THE NEUTRAL. (OBJECTIONABLE CURRENTS)
	PLEASE ADJUST RISER.

	8) NOTE: PLEASE SEE ONLY ONE SET OF PLANS CONTAIN
	SHEETS FOR A LIGHTNING PROTECTION SYSTEM.
	PLEASE SUBMIT TWO COMPLETED SET OF PLANS ALONG WITH NEW
	SHEETS FOR REVISED COMMENTS AS WELL AS LIGHTNING
	PROTECTION SHEETS.

	9) NOTE: PLEASE SEE PREVIOUS REVIEWS STATED A NOTE
	WHICH SAID *PLEASE BE SURE TO CALL IF THERE ARE ANY
	QUESTIONS OR COMMENTS WITH RESPECT TO THE TYPED
	COMMENTS. IT ALSO STATED IF THERE ARE ANY COMMENT
	WHICH ARE NOT CLEAR IN ANY WAY, NOT UNDERSTOOD OR NOT
	TYPED IN A CLEAR MANOR, PLEASE DO NOT HESITATE IN
	CONTACTING THIS REVIEWER*.
	PLEASE KNOW TO DATE NO CONTACT FROM THE DESIGNER OF
	RECORD HAS BEEN MADE.
	**PLEASE SEE PREVIOUS NOTES GAVE NOTICE TO FS
	553.80(2)(B) WITH RESPECT TO REPEAT COMMENTS FOR CODE
	COMPLIANCE.
	PLEASE SEE SEVERAL OF THE CODE SECTIONS GIVEN ON ALL
	PREVIOUS REVIEWS STILL REMAIN. PLEASE SEE AS REQUIRED
	PER THE FLORIDA STATUTES 553.80(2)(B), A FEE HAS NOW
	BEEN ASSESSED AS REQUIRED FOR SAID REPEAT COMMENTS.
	THIS STATUTE APPLIES TO ANY OF THE SAME CODE COMPLIANT
	COMMENTS REPEATED.
	PLEASE SEE THE AMOUNT DUE BEFORE PLANS MAY BE
	RESUBMITTED IS 4X TIMES THE PORTION OF THE BASE PERMIT
	FEE ATTRIBUTED TO PLAN REVIEW. THE BASE PERMIT FEE WAS
	$12,500 AT 30% IS $3,750 TIME FOUR.THIS FEE IS
	$15,000.00.
	THIS FEE IS REQUIRED BEFORE PLANS MAY BE SUBMITTED. **
	IT IS STRONGLY RECOMMENDED THAT A MEETING BE HELD
	BETWEEN THE DESIGN TEAM AND THIS OFFICE ONCE ALL OF THE
	REVIEWS HAVE BEEN COMPLETED AS THE STATUTE REQUIRES THE
	FINE EACH TIME THEREAFTER AS WELL.
	PLEASE KNOW THAT PLANS ARE BEING RETAINED BY THIS
	OFFICE AND WILL BE PLACED WITH PLANS WHICH WERE
	RETAINED FROM PREVIOUS REVIEWS.
	PLEASE SEE THE ENERGY CALCULATIONS AS SUBMITTED ARE
	ALSO BEING RETAINED.
	PLEASE KNOW IF THERE IS A CONFLICT BETWEEN THE DESIGN
	TEAM OR DESIGNER WHICH IS NOT SETTLED ON A LOCAL LEVEL
	THE PLANS WILL BE FORWARD TO THE FLORIDA BOARD OF
	PROFESSIONAL ENGINEERS AND STATES LEGAL COUNSEL TO THE
	BOARD FOR REVIEW.
	THIS INFORMATION WILL BE FORWARDED TO THE ASSISTANT
	BUILDING OFFICIAL MR. ROBERT BROWN.

	* IMPORTANT
	ONCE ALL REVIEWS ARE DONE AND PLANS ARE
	PICKED UP FOR CORRECTIONS, PLEASE BE
	SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
	SHEETS AND ONLY INSERT NEW REVISED
	SHEETS INTO TWO COMPLETE SETS FOR REVIEW
	AND STAMPING. DO NOT LEAVE ANY
	OLD/VOIDED SHEETS IN SETS.
	PLEASE KNOW ONLY ONE SET OF THE
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND
	AVOID ANY DELAYS.

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

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

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]
2007-07-07 15:50:24	2007-07-07 15:50:24
	PLANS REMOVED FROM INCOMING. PLANS WILL BE RETURNED TO
	INCOMING WAITING FOR COMM BOARD ONCE ELECTRICAL REVIEW
	IS COMPLETED.

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2007-04-15			Cont ID
Sent By	dpalmer			Date	2007-04-15	Time	14:50	Rev Time	0.00
Received By	dpalmer			Date	2007-04-15	Time	12:52	Sent To

Notes

2007-04-15 14:53:31	******* UNSAT2NDREVIEW *********

	** PLEASE SEE SOME ITEMS FROM THE THREE PREVIOUS
	REVIEWS ARE STILL IN NEED OF ADDRESSING. PLEASE SEE NEW
	COMMENTS DUE TO CHANGES IN PLANS OR BASED ON PAPERWORK
	AND DOCUMENTATION SUBMITTED NOT DONE BY ANY DESIGN
	PROFESSIONAL

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


	1) NOTE: PLEASE SEE CODES REFLECTED ON PLANS ARE NOT
	CORRECT.
	PLEASE SEE THAT MANY OF THE CODES REFLECTED WENT OUT IN
	OCT 1ST OF 2005. PLEASE SEE THERE ARE SEVERAL CODES
	WHICH ARE STILL BEING REFLECTED FROM THE 2001 FBC ,
	THE 2000 FLORIDA ACCESSIBILITY CODE ETC?
	PLEASE ALSO SEE THAT AS OF DECEMBER 8TH, 2006 THE
	CODES CHANGED TO THE 2006 REVISIONS TO THE 2004 FBC.
	PLEASE SEE THIS INCLUDES ALL MECHANICAL, PLUMBING
	BUILDING ETC.
	PLEASE SEE THAT AS OF THAT SAME DATE THE STATE ALSO
	ADOPTED THE NEW 2005 NFPA-70 (NEC).
	PLEASE SEE THE INCORRECT NFPA-101, 1 AND 72 ARE
	REFLECTED ALONG WITH THE INCORRECT NFPA-70 WHICH IS
	SHOWN AS THE 2002.
	PLEASE LIST THE FOLLOWING AT A MINIMUM ON ARCHITECTURAL
	COVER SHEET AND ELECTRICAL PLANS AT A MINIMUM. 2005
	NFPA-70, 2002 NFPA-72, 2003 NFPA-101, 2003 NFPA-1.

	** PLEASE KNOW THAT OTHER CODES FROM OTHER TRADES MAY
	ALSO BE STATED TO BE DONE. THIS IS FOR ELECTRICAL
	REVIEW ONLY HOWEVER ALL CORRECTED CODES MUST BE STATED
	FOR DESIGN WHETHER OR NOT COMMENTS ARE MADE BY ANY OF
	THE OTHER TRADES.

	2) NOTE: PLEASE SEE THE END OF THE PREVIOUS REVIEW
	REQUESTED FOR ALL OLD/VOIDED SHEETS WHICH WERE BEING
	REPLACED TO BE REMOVED AND TO SUBMIT ONE COPY OF THE
	OLD/VOIDED SHEETS BACK WITH PLANS FOR REFERENCE. THE
	SHEETS WERE REMOVED HOWEVER NO OLD/VOIDED SHEETS WERE
	SUBMITTED BACK WITH PLANS?
	PLEASE SUBMIT ALL FOR THE NEXT REVIEW AS SHEETS WILL BE
	REQUIRED TO BE REMOVED AND REPLACED ON AGAIN.

	3) NOTE: PLEASE PROVIDE WORST CASE VOLTAGE DROP FOR
	BRANCH/CIRCUITS AND FEEDERS PER 13-413.1ABC.1.1, .1.2.
	THIS INFORMATION WHICH WAS SUBMITTED ON SEPARATE SHEETS
	SHALL BE PART OF THE PLANS, SIGNED, DATED AND SEALED BY
	THE RESPONSIBLE DESIGN PROFESSIONAL ALONG WITH TITLE
	BLOCK INFORMATION ON PLANS AND SHEETS. THESE WOULD BE
	INCORPORATED IN PLAN SETS NOT SUBMITTED AS LOOSE
	SHEETS.
	PLEASE ALSO THE INFORMATION ON SHEETS DOES NOT INDICATE
	WHAT THESE ARE FOR? PLEASE SEE THAT ONLY A WORST CASE
	IS BEING REQUESTED FOR BRANCH CIRCUITS AND FEEDERS.
	PLEASE KNOW THIS WOULD INCLUDE SITE WIRING. THE
	NUMERICAL DESIGNATIONS ON THESE SEPARATE SHEETS DO NOT
	INDICATE WHAT THEY ARE FOR?
	FBC 106.1.2, 106.3.5.1.2
	FS 471.025

	4) NOTE: PLEASE SUBMIT MINIMUM ENERGY CALCULATIONS AND
	PERFORMANCE CALCULATIONS BASED ON THE AREA BEING DONE
	AS A SHELL. PLEASE SEE 13-415.1.AB.1 AND 13-415.2.
	PLEASE SEE 13-101.1.6 FOR MINIMUM REQUIRED FOR SHELL AS
	METHOD B AND C. PLEASE SEE THE SINGLE SHEET
	SUBMITTED DOES NOT COORDINATE WITH ALL REQUIREMENTS
	FROM THE 2004 FBC W/ 2006 REVISION AND FLA-COM UPDATED
	FORM NUMBERS/METHODS.
	PLEASE SEE THE ENERGY CALCULATIONS SHALL CORRELATE WITH
	ALL FIXTURES AS SHOWN ON PLANS FOR DESIGN WATTAGE, TYPE
	OF CONTROLS ETC.
	PLEASE SEE 13-103.1.1.1 AS THE DESIGNER OF RECORD
	RESPONSIBLE FOR PLANS/DESIGNS/ENERGY CALCULATIONS MUST
	BE SIGNED, DATED AND SEALED AS STATED ON PREVIOUS
	REVIEW.
	* PLEASE KNOW THESE SHALL BE SIGNED, DATED AND SEALED,
	BY THE ENGINEER OF RECORD. 13-103.1.1.1

	5) NOTE: PLEASE SEE THAT THE REQUIRED DEVICES FOR ALL
	LIGHTING AND DETAIL FOR SYSTEM OR DEVICES WHICH ARE
	GOING TO BE INSTALLED AND LOCATIONS ARE NOT SHOWN ON
	PLANS FOR COMPLIANCE WITH CHAPTER 13 OF THE 2004 FBC W/
	2006 REVISIONS.
	PLEASE SEE THAT A SINGLE TC IS NOT THE ONLY ITEM
	NEEDED. PLEASE SEE THAT OVER-RIDE DEVICES ARE REQUIRED
	AT THE POINT OF ENTRANCE INTO SPACES AND THESE DEVICES
	A LIMITED TO TIME OF OVER-RIDE DEPENDING ON THE DEVICE
	WHICH IS SELECTED. PLEASE SEE ALL ROOMS AND SEPARATE
	SPACES SHALL ALSO CONTAIN DEVICES WHICH ARE NOT SHOWN
	AND MAXIMUM OVER RIDE TIMES.
	PLEASE SEE THE SAME SECTIONS AS NOTED ON PREVIOUS
	REVIEW.
	PLEASE SEE THAT LIGHTING CONTROLS ARE REQUIRED FOR
	AUTOMATED SHUTTING DOWN OF LIGHTING. PLEASE SEE FBC
	2004 (2006 REVISIONS) 13-415.1.ABC.1.1, .1.2 AND .1.3.
	PLEASE ALSO SEE THE STAIR AREAS WHICH ARE STATED AS
	BEING LEFT IN THE ON POSITION WHICH DOES NOT MEET THE
	INTEND OF THE FLORIDAENERGY CODE OR REQUIRED MANDATES
	NATIONWIDE.
	PLEASE SEE THERE ARE SECTIONS ON THE FBC AND NFPA WHICH
	ADDRESS EGRESS PATHS AND STAIRS. PLEASE SEEFBC
	1006.1.2

	6) NOTE: PLEASE SEE THAT THE PLANS ARE MISSING THE
	REQUIRED EGRESS PHOTO-METRICS AS PREVIOUSLY REQUESTED
	AND REQUIRED PER NFPA-101 7.8.1.3, 7.9.2.2
	THE LOOSE SHEETS WHICH CONTAIN PHOTO-METRICS ARE DONE
	PART OF THE PLANS; THEY DO NOT INDICATE THE STAIR
	LIGHTING UNDER NORMAL OR EMERGENCY IN ANY FASHION WHICH
	IS THE MOST IMPORTANT AREAS. THEY ARE NOT SIGNED, DATED
	OR SEALED BY THE RESPONSIBLE DESIGNER OF RECORD AS
	REQUIRED PER FS 471.025
	THEY DO NOT INDICATE THE OTHER EGRESS PATHS UNDER
	NORMAL AND EMERGENCY CONDITIONS.

	PLEASE SHOW AND INDICATE THE MINIMUM LEVELS FOR
	SECTIONS BELOW, PLEASE SEE THE COMMENTS WITH RESPECT TO
	EGRESS LIGHTING AND CONTROLS FOR CHAPTER 13. PLEASE SEE
	SECTION 1006.1.2 OF THEFBC 2004 PLEASE SEE THE
	FOLLOWING TEXT WHICH WAS EXTRACTED DIRECTLY FROM
	NFPA-101.
	7.8.1 GENERAL.
	7.8.1.1* ILLUMINATION OF MEANS OF EGRESS SHALL BE
	PROVIDED IN ACCORDANCE WITH SECTION 7.8 FOR EVERY
	BUILDING AND STRUCTURE WHERE REQUIRED IN CHAPTER 11
	THROUGH CHAPTER 42. FOR THE PURPOSES OF THIS
	REQUIREMENT, EXIT ACCESS SHALL INCLUDE ONLY DESIGNATED
	STAIRS, AISLES, CORRIDORS, RAMPS, ESCALATORS, AND
	PASSAGEWAYS LEADING TO AN EXIT. FOR THE PURPOSES OF
	THIS REQUIREMENT, EXIT DISCHARGE SHALL INCLUDE ONLY
	DESIGNATED STAIRS, AISLES, CORRIDORS, RAMPS,
	ESCALATORS, WALKWAYS, AND EXIT PASSAGEWAYS LEADING TO A
	PUBLIC WAY.
	7.8.1.2 ILLUMINATION OF MEANS OF EGRESS SHALL BE
	CONTINUOUS DURING THE TIME THAT THE CONDITIONS OF
	OCCUPANCY REQUIRE THAT THE MEANS OF EGRESS BE AVAILABLE
	FOR USE, UNLESS OTHERWISE PROVIDED IN 7.8.1.2.2.
	7.8.1.2.1 ARTIFICIAL LIGHTING SHALL BE EMPLOYED AT SUCH
	LOCATIONS AND FOR SUCH PERIODS OF TIME AS ARE NECESSARY
	TO MAINTAIN THE ILLUMINATION TO THE MINIMUM CRITERIA
	VALUES HEREIN SPECIFIED.
	7.8.1.2.2 AUTOMATIC, MOTION SENSOR, TYPE LIGHTING
	SWITCHES SHALL BE PERMITTED WITHIN THE MEANS OF EGRESS,
	PROVIDED THAT THE SWITCH CONTROLLERS ARE EQUIPPED FOR
	FAIL-SAFE OPERATION, THE ILLUMINATION TIMERS ARE SET
	FOR A MINIMUM 15-MINUTE DURATION, AND THE MOTION SENSOR
	IS ACTIVATED BY ANY OCCUPANT MOVEMENT IN THE AREA
	SERVED BY THE LIGHTING UNITS.
	7.8.1.3* THE FLOORS AND OTHER WALKING SURFACES WITHIN
	AN EXIT AND WITHIN THE PORTIONS OF THE EXIT ACCESS AND
	EXIT DISCHARGE DESIGNATED IN 7.8.1.1 SHALL BE
	ILLUMINATED AS FOLLOWS:
	(1)DURING CONDITIONS OF STAIR USE, THE MINIMUM
	ILLUMINATION FOR NEW STAIRS SHALL BE AT LEAST 108 LUX
	(10 FT-CANDLE), MEASURED AT THE WALKING SURFACES. (2)
	THE MINIMUM ILLUMINATION FOR FLOORS AND WALKING
	SURFACES, OTHER THAN NEW STAIRS, SHALL BE TO VALUES OF
	AT LEAST 10.8 LUX (1 FT-CANDLE), MEASURED AT THE
	FLOOR.
	***PLEASE ALSO SEE SECTION 7.9.2.2. WHERE THE FAILURE
	OF ANY SINGLE DEVICE OR LIGHTINGSHALL NOT LEAVE ANY
	ONE EGRESS AREA IN TOTAL DARKNESS. PLEASE PLACE DEVICES
	WHICH ARE TO CONTROL STAIRWAY LIGHTING FOR COVERAGE AND
	THAT A MINIMUM OF TWO DEVICES CONTROL ANY ONE AREA.

	7) NOTE: PLEASE SEE THE ELECTRICAL EQUIPMENT ROOM. THE
	LIGHT SWITCH IS LOCATED IN THE MIDDLE OF THE WALL WHERE
	THE ELECTRICAL EQUIPMENT IS LOCATED.
	PLEASE COORDINATE.
	FBC 106.1.2

	8) NOTE: PLEASE CORRELATE RISER AND PLANS FOR THE MAIN
	ELECTRICAL ROOM EQUIPMENT. PLEASE SEE THE PLANS
	INDICATE A 400A METER AND MAIN AND THE RISER INDICATES
	800AMP?
	PLEASE SEE THE LOCATION WILL REQUIRE FURTHER
	CONSULTATION WITH THE FIRE MARSHAL'S OFFICE AS THE
	LOCATION OF THE MAIN IS LOCATED INSIDE THE BUILDING
	THROUGH A MINIMUM OF THREE LOCKED DOORS WHICH AT THIS
	TIME IS TOO FAR INTO THE BUILDING FOR LIFE SAFETY AND
	READY ACCESS TO MAIN IN THE EVENT OF AN EMERGENCY OR TO
	SHUT OFF POWER DURING A FIRE.
	PLEASE SEE NEC 230.70, 90.4
	FBC 104.6

	9) NOTE: PLEASE SEE THAT THE RISER IS ONLY NOW BEING
	SUBMITTEDWITH MORE COMPLETEDINFORMATION FOR
	CONDUCTORS, CONDUITS ETC, HOWEVER THERE ARE STILL SOME
	ITEMS WHICH NEED TO BE INCLUDED FOR CODE COMPLIANCE AS
	PREVIOUSLY NOTED.
	PLEASE SEE THE RISER AS SUBMITTED IS STILL NOT COMPLETE
	AT THIS TIME AND THERE ARE SEVERAL ITEMS WHICH CAN NOT
	BE REVIEWED FOR CODE COMPLIANCE.
	PLEASE SUBMIT A COMPLETE ELECTRICAL RISER DIAGRAM WITH
	ALL SERVICE ENTRANCE CONDUCTORS, FEEDERS, GROUNDING,
	SIZES OF ALL EQUIPMENT, LOCATIONS OF ALL EQUIPMENT, AIC
	RATINGS FOR ALL SERVICE EQUIPMENT ETC.
	** PLEASE SEE SOME OF THE ITEMS WHICH ARE STILL
	MISSING.
	A) NO GROUNDING ELECTRODE SYSTEM.
	B) NO AIC RATINGS FOR ALL SERVICE EQUIPMENT.
	C) AN EQUIPMENT GROUNDING CONDUCTOR MAY NOT BE
	INSTALLED BEFORE THE FIRST MEANS OF DISCONNECT AS NOW
	SHOWN ON RISER. (250.6, 250.24)
	D) LOADS CAN NOT BE VERIFIED FOR SERVICE RISER AS SHOWN
	WHICH WILL BE NOTED BELOW TO VERIFY IF THE CONDUCTORS
	ETC SHOWN ARE OF ADEQUATE SIZE ETC.
	SECTIONS AS GIVEN IN PREVIOUS REVIEW.
	** PLEASE SEE 110.9, 215.5, 240.4, 310.16, 230.70,
	230.76, 230.79,250.50, 250.54, 250.56, 250.66, 240.24,
	110.26 ETC.
	PLEASE SEE THAT THESE ARE ALL FROM THE 2005 NEC.

	10) NOTE: PLEASE SEE PLANS MENTION A LOCK OFF/ON DEVICE
	IS TO BE INSTALLED HOWEVER NO NOTES COULD BE LOCATED
	FOR TYPE OF DEVICE WHICH IS REQUIRED TO BE INSTALLED AS
	NOTED ON PREVIOUS REVIEW.
	** PLEASE KNOW THAT ANY LOCK-OFF DEVICES SHALL INCLUDE
	SUCH A DEVICE WHICH INCLUDES THE DEVICE AS AN INTEGRAL
	PART OF THE BREAKER. A SNAP ON/CLIP ON TYPE DEVICE IS
	NOT ACCEPTABLE TO THIS AHJ.
	110.3, 90.4.

	11) NOTE:PLEASE SEE THE SEPARATE SHEETS SUBMITTED FOR
	PANEL NHP DOES NOT PROVIDE THE REQUIRED AND REQUESTED
	INFORMATION FOR COMPLETE LOAD CALCULATIONS FOR SERVICE
	AND ALL EQUIPMENT BY THE DESIGNER OF RECORD.ALL
	INFORMATION SHALL BE INCLUDED IN RECORD SETS OF PLANS
	AND NOT SUBMITTED ON LOOSE SHEETS WHICH DO NOT CONTAIN
	THE COMPLETED INFORMATION OR DONE BY THE DESIGNER OR
	RECORD.
	PLEASE SEE THE 2005 NEC FOR REQUIRED METHODS. 220.12,
	220.14, 220.42, 220.44 AND ALL PREVIOUS SECTIONS AS
	PREVIOUSLY NOTED.
	PLEASE SUBMIT COMPLETE LOAD CALCULATIONS FOR SERVICE
	AND EACH OF THE PANELS AS BEING SHOWN EVEN THOSE BEING
	SET ASIDE FOR FUTURE USE. PLEASE SEE THE ONLY PANEL
	SHOWN WHICH IS THE NHP AND THIS DOES NOT INCLUDE A LOAD
	SUMMARY OR HOW THE SERVICE WAS SIZED OR CORRECT LOAD
	CALCULATIONS FOR THIS PANEL OR SERVICE.
	PLEASE SEE NOTE #9 ABOVE AS THE SERVICE SIZE OR
	CONDUCTORS ARE NOT COMPLETE THE SIZE OF THE SERVICE CAN
	NOT BE DETERMINED AT THIS TIME.
	PLEASE SEE ALL OF 220.
	PLEASE ALSO SEE 215.3, 230.42 ETC FOR ALL CONTINUOUS
	LOADS AND LARGEST MOTORS LOADS AT 125%.
	FBC ADMIN SECTION 106.3.5.1.2, 106.1.2

	12) NOTE: PLEASE SEE THIS SAME COMMENT FROM PREVIOUS
	REVIEW WHICH REMAINS AS NOT INFORMATION WAS SUBMITTED.
	PLEASE SEE NOTE ABOVE (#13) WHICH REQUEST THE AIC
	RATINGS FOR ALL EQUIPMENT. PLEASE BE SURE THESE
	CORRELATE WITH THE DIVISION SPEC SUBMITTED. 106.1.2.
	NEC 110.9

	13) NOTE: PLEASE CLARIFY PANEL NHP WHICH INDICATE MORE
	THAN 42 SPACES WHICH IS NOT PERMITTED PER 408.35.
	PLEASE PROVIDE MORE INFORMATION ON THIS PANEL AS THIS
	IS ONLY SHOWN AS WHAT APPEARS TO BE A TWO SECTION PANEL
	ON RISER AND RESPONSE MENTIONS THIS, HOWEVER PLANS,
	RISER AND PANEL SCHEDULE DOES NOT SHOW IF THIS FIRST
	SECTION CONTAINS FEED-THRU LUGS, FEEDERS, OCP ETC.
	PLEASE PROVIDE INFORMATION.
	FBC 106.1.2, 106.3.5.1.2 FOR ADDITIONAL INFORMATION.

	14) NOTE: PLEASE SEE COPY OF FS 553.80(2)(B) WHICH IS
	BEING ATTACHED WITH RESPECT TO REPEAT COMMENTS FOR CODE
	COMPLIANCE.
	PLEASE SEE THIS IS GIVEN ONLY AS A NOTICE AT THIS
	TIME.



	IMPORTANT
	ONCE ALL REVIEWS ARE DONE AND PLANS ARE
	PICKED UP FOR CORRECTIONS, PLEASE BE
	SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
	SHEETS AND ONLY INSERT NEW REVISED
	SHEETS INTO TWO COMPLETE SETS FOR REVIEW
	AND STAMPING. DO NOT LEAVE ANY
	OLD/VOIDED SHEETS IN SETS.
	PLEASE KNOW ONLY ONE SET OF THE
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND
	AVOID ANY DELAYS.

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

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

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2007-01-30			Cont ID
Sent By	dpalmer			Date	2007-01-30	Time	08:01	Rev Time	0.00
Received By	dpalmer			Date	2007-01-29	Time	12:49	Sent To

Notes

2007-01-30 08:01:56	* UNSAT **

	* IMPORTANT*
	* PLEASE KNOW THAT BASED ON THE COMMENTS BELOW AND
	PLANS NOT BEING COMPLETE AT THIS TIME, WHEN PLANS ARE
	RESUBMITTED FOR REVIEW THERE MAY BE NEW COMMENTS MADE
	WHICH WERE NOT MADE ON THIS REVIEW.

	1) NOTE: PLEASE SEE CODES REFLECTED ON PLANS ARE NOT
	CORRECT.
	PLEASE SEE THAT MANY OF THE CODES REFLECTED WENT OUT IN
	OCT 1ST OF 2005. PLEASE ALSO SEE THAT AS OF DECEMBER
	8TH, 2006 THE CODES CHANGED TO THE 2006 REVISIONS TO
	THE 2004 FBC. PLEASE SEE THIS INCLUDES ALL MECHANICAL,
	PLUMBING BUILDING ETC.
	PLEASE SEE THAT AS OF THAT SAME DATE THE STATE ALSO
	ADOPTED THE NEW 2005 NFPA-70 (NEC).
	PLEASE SEE THE INCORRECT NFPA-101, 1 AND 72 ARE
	REFLECTED.
	PLEASE LIST THE FOLLOWING AT A MINIMUM ON ARCHITECTURAL
	COVE SHEET AND ELECTRICAL PLANS AT A MINIMUM.
	2005 NFPA-70, 2002 NFPA-72, 2003 NFPA-101, 2003
	NFPA-1.

	** PLEASE KNOW THAT OTHER CODES FROM OTHER TRADES MAY
	ALSO BE STATED TO BE DONE, THIS IS FOR ELECTRICAL
	REVIEW ONLY.

	2) NOTE: PLEASE SEE THAT THE BASE ELECTRICAL PLANS
	SHALL INDICATE THE MINIMUM LEVELS FOR ALL HORNS,
	STROBES, OR HORN/STROBE DEVICES AS REQUIRED UNDER FBC
	2004 11-4.28.1,.2 AND .3(4). THE PLANS NEED TO INDICATE
	THESE DEVICES ON THE SYMBOL LEGENDS AND CORRELATE WITH
	PLANS.
	PLEASE BE SURE ALL MINIMUM LEVELS AS REQUIRED ARE
	INDICATED.
	FBC ADMIN SECTION 106.3.5.1.2, 106.1.2

	3) NOTE: PLEASE KNOW THAT THE LIGHTNING PROTECTION
	SYSTEM SHALL BE REQUIRED TO BE UNDER A SEPARATE
	PERMIT.

	4) NOTE: PLEASE PROVIDE MINIMUM WIND LOAD INFORMATION
	FOR ANY SITE LIGHTING POLES. PLEASE ALSO BE SURE THE
	INFORMATION PROVIDED SHALL INCLUDE THE EFFECTIVE
	PROJECTED AREA (EPA) OF THE FIXTURE. PLEASE KNOW THAT
	THE MINIMUM WIND LOAD FOR POLES SHALL BE STATED ON
	PLANS AND IF THE INFORMATION FOR THE POLE CALCULATIONS
	IS NOT KNOWN AT THIS TIME BASED ON WHETHER OR NOT THE
	MANUFACTURE HAS BEEN CHOSEN, THIS MAY BE SET UP AS A
	PROVISO, HOWEVER THE MINIMUM WIND SPEEDS SHALL BE ON
	PLANS.
	** PLEASE SEE FBC 2004.
	FBC ADMIN SECTION 106.1.2

	5) NOTE: PLEASE PROVIDE WORST CASE VOLTAGE DROP FOR
	BRANCH/CIRCUITS AND FEEDERS PER 13-413.1ABC.1.1, .1.2.

	6) NOTE: PLEASE SUBMIT MINIMUM ENERGY CALCULATIONS AND
	PERFORMANCE CALCULATIONS BASED ON THE AREA BEING DONE
	AS A SHELL. PLEASE SEE 13-415.1.AB.1 AND 13-415.2. *
	PLEASE KNOW THESE SHALL BE SIGNED, DATED AND SEALED, BY
	THE ENGINEER OF RECORD. 13-103.1.1.1

	7) NOTE: PLEASE SEE THAT LIGHTING CONTROLS ARE REQUIRED
	FOR AUTOMATED SHUTTING DOWN OF LIGHTING. PLEASE SEE FBC
	2004 (2006 REVISIONS) 13-415.1.ABC.1.1, .1.2 AND .1.3.

	8) NOTE: PLEASE SEE MISSING DEDICATED EQUIPMENT ROOM
	FOR THE ELEVATOR. PLEASE SEE THE NEC 620. 620.22,
	620.23, 620.24 AND 620.51.
	PLEASE SEE MISSING THE DEDICATED CIRCUITS FOR THIS ROOM
	AND OTHER ELEVATOR RELATED LIGHTING ETC WHICH MAY NOT
	FEED ANY OTHER AREAS. PLEASE SEE PLANS INDICATE THESE
	CIRCUITS FEEDING OTHER LIGHTING OUTSIDE OF THESE
	AREAS.
	PLEASE ALSO SEE THE STATE ELEVATOR CODE.
	PLEASE ALSO PROVIDE MORE INFORMATION FOR THE ELEVATOR
	MOTOR ITSELF. PLEASE VERIFY THE CONDUCTORS ETC. 620.11,
	620.12 ETC.

	9) NOTE:PLEASE VERIFY THE LOCATION OF THE ROOF TOP
	GFI REQUIRED FOR A/ C EQUIPMENT PER 210.63 AND
	210.8(B)(3).

	10) NOTE: PLEASE PLACE ALL FIXTURE DESIGNATIONS ON
	PLANS AND CORRELATE WITH THE SUBMITTED FIXTURE LEGEND.
	PLEASE KNOW THAT MANY AREAS CAN NOT BE VERIFIED AT THIS
	TIME.
	FBC 106.1.2.

	11) NOTE: PLEASE SEE MISSING EMERGENCY BATTERY BACK UP
	LIGHTS REQUIRED IN STAIRS, ELEVATOR EQUIPMENT ROOM,
	ELECTRICAL EQUIPMENT ROOM.
	NFPA-101 7.8, 7.9
	NFPA-70 700.16, AND 700.12E.

	12) NOTE: PLEASE SUBMIT AND PROVIDE PHOTO-METRICS FOR
	ALL EGRESS PATHS. PLEASE SEE NFPA-101 7.8.1.3,
	7.9.2.2.

	13) NOTE: PLEASE SEE RISER AS SUBMITTED IS NOT COMPLETE
	AT THIS TIME AND THERE ARE SEVERAL ITEMS WHICH CAN NOT
	BE REVIEWED FOR CODE COMPLIANCE.
	PLEASE SUBMIT A COMPLETE ELECTRICAL RISER DIAGRAM WITH
	ALL SERVICE ENTRANCE CONDUCTORS, FEEDERS, GROUNDING,
	SIZES OF ALL EQUIPMENT, LOCATIONS OF ALL EQUIPMENT, AIC
	RATINGS FOR ALL SERVICE EQUIPMENT ETC.
	** PLEASE SEE 110.9, 215.5, 240.4, 310.16, 230.70,
	230.76, 230.79,250.50, 250.54, 250.56, 250.66, 240.24,
	110.26 ETC.
	PLEASE SEE THAT THESE ARE ALL FROM THE 2005 NEC.

	14) NOTE: PLEASE SEE NFPA-72 4.4.1 MORE SPECIFICALLY
	4.4.1.4.1, 4.4.1.4.2.1 AND .2.2.
	PLEASE INDICATE HOW THIS PROTECTION WILL BE PROVIDED
	FOR THE DEDICATE BRANCH CIRCUIT FOR THE FIRE ALARM
	CONTROL PANEL.
	** PLEASE KNOW THAT ANY LOCK-OFF DEVICES SHALL INCLUDE
	SUCH A DEVICE WHICH INCLUDES THE DEVICE AS AN INTEGRAL
	PART OF THE BREAKER. A SNAP ON/CLIP ON TYPE DEVICE IS
	NOT ACCEPTABLE TO THIS AHJ.
	110.3, 90.4.

	16) NOTE: PLEASE SUBMIT COMPLETE LOAD CALCULATIONS FOR
	SERVICE AND EACH OF THE PANELS AS BEING SHOWN EVEN
	THOSE BEING SET ASIDE FOR FUTURE USE. PLEASE SEE THE
	ONLY PANEL SHOWN WHICH IS THE NHP DOES NOT INCLUDE A
	LOAD SUMMARY OR HOW THE SERVICE WAS SIZED.
	PLEASE SEE NOTE #13 ABOVE AS THE SERVICE SIZE OR
	CONDUCTORS ARE NOT COMPLETE THE SIZE OF THE SERVICE CAN
	NOT BE DETERMINED AT THIS TIME.
	PLEASE SEE ALL OF 220.
	PLEASE ALSO SEE 215.3, 230.42 ETC FOR ALL CONTINUOUS
	LOADS AND LARGEST MOTORS LOADS AT 125%.
	FBC ADMIN SECTION 106.3.5.1.2, 106.1.2

	17) NOTE: PLEASE SEE NOTE ABOVE (#13) WHICH REQUEST THE
	AIC RATINGS FOR ALL EQUIPMENT. PLEASE BE SURE THESE
	CORRELATE WITH THE DIVISION SPEC SUBMITTED. 106.1.2.
	NEC 110.9

	18) NOTE: PLEASE CLARIFY PANEL NHP WHICH INDICATE MORE
	THAN 42 SPACES WHICH IS NOT PERMITTED PER 408.35.
	PLEASE PROVIDE MORE INFORMATION ON THIS PANEL AS THIS
	DOES NOT SHOW BEING A TWO SECTION OR CONTAINING
	FEED-THRU LUGS ETC.


	* IMPORTANT
	ONCE ALL REVIEWS ARE DONE AND PLANS ARE
	PICKED UP FOR CORRECTIONS, PLEASE BE
	SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
	SHEETS AND ONLY INSERT NEW REVISED
	SHEETS INTO TWO COMPLETE SETS FOR REVIEW
	AND STAMPING. DO NOT LEAVE ANY
	OLD/VOIDED SHEETS IN SETS.
	PLEASE KNOW ONLY ONE SET OF THE
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND
	AVOID ANY DELAYS.

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

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]
2007-01-29 12:49:58	IN ELEC FOR REVIEW (ONE ROLL) AND PERMIT APPLICATION.

Review Stop	ENG			ENGINEERING CSD
Rev No	4	Status	N	Date	2007-11-29			Cont ID
Sent By	rchokshi			Date	2007-11-29	Time	10:12	Rev Time	0.00
Received By	rchokshi			Date	2007-11-29	Time	10:12	Sent To

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	P	Date	2007-09-14			Cont ID
Sent By	rchokshi			Date	2007-09-14	Time	16:02	Rev Time	0.00
Received By	rchokshi			Date	2007-09-14	Time	16:01	Sent To

Notes

***NONE***

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2007-07-24			Cont ID
Sent By	rchokshi			Date	2007-07-24	Time	10:31	Rev Time	0.00
Received By	rchokshi			Date	2007-07-24	Time	10:05	Sent To

Notes

2007-07-24 10:31:06	*FAILED** PLEASE PROVIDE THE FOLLOWING:

	1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
	PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
	NOI.
	YOU CAN GET NOI INFO FROM
	WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
	NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
	EFFECTIVE MAY 1, 2003
	2. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
	SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA OF YOUR
	SITE, & 5,10, 25, 100 YEAR FLOOD CRITERIATO DETERMINE
	THE FIRST FLOOR ELEVATION, HOW DID YOU COME UP THE
	FIRST FLOOR ELEVATION,PLEASE SHOW THATIN YOUR STORM
	WATER CALCULATION.WE COULD NOT FIND WATER QUALITY
	CALS THAT YOU SAID YOU HAVE SUBMITTED. WE NEED A
	SEPARATE COPY OF WATER QUALITY CALS FOR THIS PROJECT TO
	KEEP IN THIS FILE.
	3. MAKE SURE THESE SITE AREAS SHOWN ON DRAWINGS MUST
	MATCH WITH AREAS USED IN STORM WATER QUALITY
	CALCULATIONS.
	4.WE COULD NOT FIND A COPY OF SFWMD PERMIT & A WATER
	QUALITY CALS THAT YOU SAID YOU SUBMITTED THIS TIME. WE
	SAW YOUR GEO TECH REPORT BUT WE COULD NOT FIND SOIL
	CONDUCTIVITY USED IN EXFILTRATION TRENCH. PLEASE
	RESUBMIT REVISED GEO TECH REPORT.
	5. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED
	6. PLEASE PROVIDE LATEST COPY OF SET OF CIVIL DRAWINGS
	WHEN YOU RESUBMIT.

	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	2007-02-15			Cont ID
Sent By	rchokshi			Date	2007-02-15	Time	13:39	Rev Time	0.00
Received By	rchokshi			Date	2007-02-15	Time	13:24	Sent To

Notes

2007-02-15 13:36:11	PLEASE PROVIDE FOLLOWING INFO:

	1. PLEASE SHOW ON DRAWINGS, STANDARDS NOTES OF CITY OF
	WPB FOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY, APPROACH,
	PARKING, HANDICAP PARKING, PAINTPER CITY CODES
	ETC.,,MUST MEET ADA ETC.,ALL STANDARD NOTES OF CITY OF
	WPB CAN BE OBTAINED FROM 1000 45TH STREET, ENG DEPT.
	2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
	DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
	MUST BE ACCESSIBLE FOR PICKUP TRUCK.
	3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
	SIDEWALK ELEVATION MUST MEET FL BLDG CODE, PLEASE SHOW
	ON THE DRAWINGS.
	4. PLEASE PROVIDE A COPY OF SFWMD PERMIT, & GEOTECH
	REPORT
	5.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.,
	6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
	PROJECT ONLY ? SO, WE CAN CHECK PERVIOUS, IMPERVIOUS
	CAL.PL.PROVIDE TOTAL PERVIOUS/IMPERVIOUS AREA.
	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 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, NEED
	MORE THAN 2.5 FT HIGH SILT FENCE
	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	FIRE			FIRE DEPARTMENT
Rev No	4	Status	N	Date	2008-03-03			Cont ID
Sent By	mawillia			Date	2008-03-03	Time	14:57	Rev Time	0.00
Received By	mawillia			Date	2008-03-03	Time	14:30	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	P	Date	2007-07-27			Cont ID
Sent By	mawillia			Date	2007-07-27	Time	00:19	Rev Time	0.00
Received By	mawillia			Date	2007-07-26	Time	23:46	Sent To

Notes

2007-07-27 00:18:48	***PROVISO***


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2007-05-08			Cont ID
Sent By	mawillia			Date	2007-05-08	Time	15:56	Rev Time	0.00
Received By	mawillia			Date	2007-05-08	Time	15:21	Sent To

Notes

2007-05-08 15:55:55	***UNSAT***


	05.LANDSCAPING SHALL NOT OBSTRUCT OR INTERFERE WITH
	ACCESS TO THE FIRE HYDRANT, FIRE DEPARTMENT CONNECTION,
	OR ANY OTHER FIRE PROTECTION EQUIPMENT.COMMENT NOT
	FOUND ON SHEET LP-101 AS PER YOUR RESPONSE

	08.FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA 80.
	ADD COMMENT TO AN APPROPIATE PLAN SHEET

	12.KNOX LOCKING CAPS WILL BE REQUIRED FOR THE NEW
	FIRE DEPARTMENT CONNECTION (FDC).CONTACT WEST PALM
	BEACH FIRE PREVENTION (561-804-4724) FOR APPLICATIONS.
	ADD COMMENT TO AN APPROPIATE PLAN SHEET


	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING HOW/WHERE 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	2007-02-21			Cont ID
Sent By	mawillia			Date	2007-02-21	Time	10:47	Rev Time	0.00
Received By	mawillia			Date	2007-02-21	Time	10:47	Sent To	Z

Notes

2007-02-21 16:01:57	***DENIED***


	01.THE 2003 EDITION OF NFPA 101 AND THE FLORIDA FIRE
	PREVENTION CODE 2004 SHALL BE REFERENCED.SEE SHEET
	GV-101

	02.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.

	03.FIRE DEPARTMENT ACCESS ROADS SHALL BE MAINTAINED
	THROUGHOUT CONSTRUCTION.

	04.COMBUSTIBLE WASTE MATERIAL, DUST, AND DEBRIS SHALL
	BE REMOVED FROM THE SITE AT THE END OF EACH SHIFT OR
	MORE FREQUNTLY AS NECESSARY FOR SAFE OPERATION.

	05.LANDSCAPING SHALL NOT OBSTRUCT OR INTERFERE WITH
	ACCESS TO THE FIRE HYDRANT, FIRE DEPARTMENT CONNECTION,
	OR ANY OTHER FIRE PROTECTION EQUIPMENT.

	06.WHEN/IF IT IS NECESSARY TO SHUT DOWN FIRE
	PROTECTION SYSTEMS, THE FIRE DEPARTMENT SHALL BE
	NOTIFIED WHEN IT IS SHUT DOWN AND WHEN IT IS RETURNED
	TO SERVICE.

	07.PROVIDE THE INTERIOR FINISH FOR THE NEW
	CONSTRUCTION.INTERIOR WALL AND CEILING FINISH
	MATERIAL SHALL BE CLASS A OR CLASS B FOR THE EXITS AND
	IN EXIT ACCESS CORRIDORS, AND SHALL BE CLASS A, CLASS
	B, OR CLASS C IN ALL OTHER AREAS.

	08.FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA 80.

	09.ON THE APPROPIATE EXTERIOR ELEVATION, SHOW THE
	NUMERICAL ADDRESS ON THE BUILDING TO BE VISIBLE FROM
	GREENWOOD AVENUE.AS PER WEST PALM BEACH CODE, THOSE
	NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS
	THAN 1" IN WIDTH.IF THE BUILDING IS SET-BACK FROM THE
	STREET OR ROADSIDE AND ARE NOT PLAINLY VISIBLE, A
	MONUMENT SIGN OR MARQUEE WITH THE ADDRESS WILL BE
	REQUIRED IN ADDITION TO THE BUILDING NUMBER.

	10.IF THE BUILDING IS EQUIPPED WITH A KNOX-BOX
	(KEY-ENTRY BOX), WILL THE DEVICE NEED TO BE RELOCATED
	AS PER THE SCOPE OF THE NEW CONSTRUCTION?IF SO,
	INDICATE LOCATION ON THE PLANS.

	11.THE EXISTING FIRE DEPARTMENT CONNECTION (FDC)
	SHALL NOT BE REMOVED AND CAPPED UNTIL SUCH TIME THAT
	THE NEW PIV AND FDC IS INSTALLED AND IN SERVICE.

	12.KNOX LOCKING CAPS WILL BE REQUIRED FOR THE NEW
	FIRE DEPARTMENT CONNECTION (FDC).CONTACT WEST PALM
	BEACH FIRE PREVENTION (561-804-4724) FOR APPLICATIONS.

	13.PROVIDE A LAYOUT OF THE EXISTINGFIRE ALARM SYTEM
	IN CONJUNCTION WITH THE NEW CONSTRUCTION.


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


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

Review Stop	I			INCOMING/PROCESSING
Rev No	9	Status	N	Date	2008-07-24			Cont ID
Sent By	adarroug			Date	2008-07-24	Time	10:06	Rev Time	0.00
Received By	adarroug			Date	2008-07-24	Time	10:06	Sent To	B

Notes

2008-07-24 10:06:48

TO "JWITMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	8	Status	N	Date	2008-03-13			Cont ID
Sent By	adarroug			Date	2008-03-13	Time	14:55	Rev Time	0.00
Received By	adarroug			Date	2008-03-13	Time	14:55	Sent To	B

Notes

2008-03-13 14:56:05

TO "JWITMER" DESK/SUBMITTAL

Review Stop	I			INCOMING/PROCESSING
Rev No	7	Status	N	Date	2008-02-12			Cont ID
Sent By	adarroug			Date	2008-02-12	Time	14:29	Rev Time	0.00
Received By	adarroug			Date	2008-02-12	Time	14:29	Sent To

Notes

2008-02-12 14:30:50

TO "COMM" BD#8

Review Stop	I			INCOMING/PROCESSING
Rev No	6	Status	N	Date	2007-11-09			Cont ID
Sent By	adarroug			Date	2007-11-09	Time	10:58	Rev Time	0.00
Received By	adarroug			Date	2007-11-09	Time	10:58	Sent To

Notes

2007-11-27 14:28:50	TO "COMM" BD#33
2007-11-09 11:02:50	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2007-10-04			Cont ID
Sent By	adarroug			Date	2007-10-04	Time	09:50	Rev Time	0.00
Received By	adarroug			Date	2007-10-04	Time	09:50	Sent To	B

Notes

2007-10-04 09:51:23

TO "JWITMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2007-09-06			Cont ID
Sent By	adarroug			Date	2007-09-06	Time	10:06	Rev Time	0.00
Received By	adarroug			Date	2007-09-06	Time	10:06	Sent To

Notes

2007-09-14 08:27:38	9-14-07--TO "RCHOKSHI" DESK/ PER "RBROWN"
2007-09-06 10:08:09	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2007-07-03			Cont ID
Sent By	adarroug			Date	2007-07-03	Time	10:12	Rev Time	0.00
Received By	adarroug			Date	2007-07-03	Time	10:12	Sent To

Notes

2007-07-12 14:40:50	TO "COMM" BD#59
2007-07-03 10:13:10	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-03-28			Cont ID
Sent By	spalmer			Date	2007-03-28	Time	18:29	Rev Time	0.00
Received By	spalmer			Date	2007-03-28	Time	18:29	Sent To

Notes

2007-03-30 18:02:38	TO COMM BOARD # 39
2007-03-28 18:30:13	WAITING FOR COMM BOARD

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-02-21			Cont ID
Sent By	lfranco			Date	2007-02-23	Time	18:31	Rev Time	0.00
Received By	mawillia			Date	2007-01-09	Time	09:25	Sent To

Notes

2007-01-22 08:19:37	TO "COMM" BD#62
2007-01-09 13:26:19	WAITING FOR "COMM" BD

Review Stop	L			LANDSCAPING
Rev No	1	Status	P	Date	2008-02-21			Cont ID
Sent By	rkussner			Date	2008-02-21	Time	08:56	Rev Time	0.00
Received By	rkussner			Date	2008-02-21	Time	08:56	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2007-07-31			Cont ID
Sent By	rregueir			Date	2007-07-31	Time	10:07	Rev Time	0.00
Received By	rregueir			Date	2007-07-31	Time	09:58	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2007-04-25			Cont ID
Sent By	rregueir			Date	2007-04-25	Time	18:59	Rev Time	0.00
Received By	rregueir			Date	2007-04-25	Time	18:28	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-02-14			Cont ID
Sent By	rregueir			Date	2007-02-14	Time	13:53	Rev Time	0.00
Received By	rregueir			Date	2007-02-13	Time	14:17	Sent To

Notes

2007-02-14 13:57:53	-----------------DENIED--------------------

	1. PG MM-501, DETAIL 1: PLEASE PROVIDE FLORIDA PRODUCT
	APPROVAL SHEETS FOR MANUFACTURED CONDENSING UNIT
	STANDS. ALSO PLEASE SHOW COMPLIANCE WITH CLEARANCE
	REQUIREMENTS OF FBC TABLE 1509.7.

	2. PLEASE PROVIDE A PLAN SHOWING FRESH AIR AND EXHAUST
	DUCT SIZES, ROUTING AND LOCATION OF 2ND FLOOR SLAB
	PENETRATIONS. IS THIS FLOOR RATED? ARE FIRE DAMPERS OR
	SHAFTS NEEDED AT THESE LOCATIONS? FBC 106.1.1

	3. PG MM-602 ELEVATOR MACHINE ROOM ACU SCHEDULE SHOWS 3
	SEPERATE SPLIT SYSTEMS BUT ONLY ONE IS SHOWN ON PLANS.
	PLEASE CLARIFY PER FBC 106.1.1

	REVIEWED BY:
	RONALD J REGUEIRO
	561.805.6734
	[email protected]

Review Stop	P			PLUMBING
Rev No	7	Status	P	Date	2008-05-06			Cont ID
Sent By	mperson			Date	2008-05-06	Time	11:07	Rev Time	0.00
Received By	mperson			Date	2008-05-06	Time	11:07	Sent To	PC

Notes

2008-05-06 11:08:34

RESTAMP SHEET PL-104: "OK"

Review Stop	P			PLUMBING
Rev No	6	Status	F	Date	2008-03-03			Cont ID
Sent By	kstevens			Date	2008-03-03	Time	16:11	Rev Time	0.00
Received By	kstevens			Date	2008-03-03	Time	16:11	Sent To

Notes

2008-03-03 16:14:55	REVISION DENIED
	REFERENCE: FBC-2004 CHAPTER 1

	1. SHT L1-101 REVISION SUBMITTED INDICATES REVISION
	NUMBER ONE. REVISION SIGNED, SEALED & DATED 11-07-07
	ALSO INDICATES REVISION NUMBER ONE. EACH REVISION SHALL
	HAVE ITS OWN REVISION DESIGNATION NUMBER IN ORDER TO
	KEEP TRACK OF ALL REVISIONS. 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	5	Status	P	Date	2008-03-03			Cont ID
Sent By	kstevens			Date	2008-03-03	Time	16:10	Rev Time	0.00
Received By	kstevens			Date	2008-03-03	Time	16:10	Sent To

Notes

2008-03-03 16:10:59	REVISION OK (NEW SHEET)--PL-104 PLUMBING PLAN
	RAINWATER HARVESTER

Review Stop	P			PLUMBING
Rev No	4	Status	P	Date	2007-12-13			Cont ID
Sent By	kstevens			Date	2007-12-13	Time	12:44	Rev Time	0.00
Received By	kstevens			Date	2007-12-13	Time	12:44	Sent To

Notes

2007-12-13 12:45:04

REVISIONS OK--SHTS LI-101 & PL-104 (NEW SHEET)

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2007-08-11			Cont ID
Sent By	kstevens			Date	2007-08-11	Time	09:34	Rev Time	0.00
Received By	kstevens			Date	2007-08-10	Time	18:57	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2007-05-09			Cont ID
Sent By	kstevens			Date	2007-05-09	Time	16:49	Rev Time	0.00
Received By	kstevens			Date	2007-05-09	Time	16:49	Sent To

Notes

2007-05-09 17:16:08	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 11
	FBC-2004 BUILDING
	FBC-2004 CHAPTER 1

	CORE/SHELL ONLY

	****FROM PREVIOUS REVIEW:

	1. SHT GV-101 CODE REFERENCES ARE INCORRECT. THE CODE
	ADOPTED IS THE FBC-2004 WITH 2005, & 2006 REVISIONS.
	PLEASE INDICATE THE CORRECT CODE REFERENCE FOR DESIGN &
	CONSTRUCTION. SECTION 106.1.1.
	****RESPONSE NOTED, BUT THERE ARE STILL SOME CODES
	DATED 2001, & 2000. ALL CODES SHALL REFLECT THE CODE IN
	EFFECT AT THIS TIME.

	2. OK
	3. OK
	4. OK

	5. SHT AF-103 SUBMIT CALCULATIONS FOR PRIMARY AND
	SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 AND ALL
	SUBSECTIONS. INDICATE THE SQUARE FOOTAGE OF EACH AREA,
	PLUS 1/2 THE AREA OF ALL VERTICAL WALLS, INCLUDING
	PARAPETS, PLUS ANY ROOF AREA THAT DRAINS ONTO THE ROOF
	AREAS FROM ABOVE. IF SCUPPERS ARE USED, SUBMIT A DETAIL
	SHOWING THE LENGTH, WIDTH, AND THE MEASUREMENT FROM THE
	ROOF TO THE FLOW LINE OF THE SCUPPER. SECTION
	1503.4.2.
	****RESPONSE NOTED, BUT SHT AF-103 SEEM TO INDICATE
	THAT THE CENTER OF THE ROOF IS EITHER THE HIGH POINT OR
	THE LOW POINT OF THE ROOF. PLEASE INDICATE THE SLOPE OF
	THE ROOF AND INDICATE HIGH & LOW POINTS OF THE ROOF.
	SECTION 106.2.1 (MORE INFORMATION REQUIRED).--THE
	SECONDARY ROOF DRAINS ARE NOT SHOWN ON THE MAIN ROOF
	PLAN. PLEASE INDICATE THE LOCATION OF THE SECONDARY
	ROOF DRAINS. IF THE SECONDARY ROOF DRAINS FOR THE MAIN
	ROOF ARE TO BE SCUPPERS, SUBMIT A DETAIL SHOWING THE
	HEIGHT, WIDTH, AND INDICATE THE HEIGHT OFF THE ROOF TO
	THE FLOW LINE. TABLE 1106.3 AND SECTIONS 1107.1 &
	1107.2 AND BUILDING CODE SECTION 1503.4.3

	6. INFORMATIONAL. IN PHASE III THE ACCESSIBILITY
	REQUIREMENTS WILL BE REQUIRED PER SECTIONS 11-4.15,
	11-4.16, 11-4.18, 11-4.19, 11-4.21, 11-4.22, AND
	11-4.24. ALSO NO DRINKING FOUNTAINS WERE SEEN.
	****RESPONSE NOTED, OK

	7. IN PHASE III PLEASE SUBMIT CALCULATIONS FOR MINIMUM
	FACILITIES PER TABLES 1004.1.2 & 403.1.
	****RESPONSE NOTED, OK

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

	1B. SUBMIT A STORM RISER ISOMETRIC DIAGRAM FOR THE NEW
	ROOFS. SECTION 106.3.5.1.3((7)(13).

	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	2007-02-09			Cont ID
Sent By	kstevens			Date	2007-02-09	Time	16:29	Rev Time	0.00
Received By	kstevens			Date	2007-02-09	Time	16:29	Sent To

Notes

2007-02-09 17:11:24	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 11
	FBC-2004 BUILDING
	FBC-2004 CHAPTER 1

	CORE/SHELL ONLY

	1. SHT GV-101 CODE REFERENCES ARE INCORRECT. THE CODE
	ADOPTED IS THE FBC-2004 WITH 2005, & 2006 REVISIONS.
	PLEASE INDICATE THE CORRECT CODE REFERENCE FOR DESIGN &
	CONSTRUCTION. SECTION 106.1.1.

	2. SHT CX-101 IS NOT SIGNED/SEALED/DATED. THE IS
	REQUIRED BY SECTION 106.1, THE FLORIDA ADMINISTRATIVE
	CODE, AND FLORIDA STATUTES.

	3. SHT CU-101 SHOWS A NEW 2-1/2" WATER SERVICE, BUT
	INDICATES ONLY A 2" RPZV BACKFLOW. TABLE 603.1(D)
	REQUIRES THE BACKFLOW TO BE AT LEAST THE SAME SIZE AS
	THE WATER LINE IN WHICH ITS INSTALLED. PLEASE SHOW
	PROPER SIZE BACKFLOW.

	4. SHT CU-101 UTILITY CROSSING NOTES. 1(B) & 2(A) NOTES
	STATE "THE MINIMUM HORIZONTAL SEPARATION DISTANCE
	BETWEEN WATERMAINS &GRAVITY SANITARY SEWERS TO BE
	REFUCED TO 3 FEET WHERE THE BOTTOM OF THE PIPE IS LAID
	AT LEAST 6" ABOVE THE TOP OF THE SEWER". SECTION 603.2
	EXCEPTION (1) REQUIRES THE SEPARATION DISTANCE TO BE A
	MINIMUM OF 12" WITHIN 5' OF THE SEWER.

	5. SHT AF-103 SUBMIT CALCULATIONS FOR PRIMARY AND
	SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 AND ALL
	SUBSECTIONS. INDICATE THE SQUARE FOOTAGE OF EACH AREA,
	PLUS 1/2 THE AREA OF ALL VERTICAL WALLS, INCLUDING
	PARAPETS, PLUS ANY ROOF AREA THAT DRAINS ONTO THE ROOF
	AREAS FROM ABOVE. IF SCUPPERS ARE USED, SUBMIT A DETAIL
	SHOWING THE LENGTH, WIDTH, AND THE MEASUREMENT FROM THE
	ROOF TO THE FLOW LINE OF THE SCUPPER. SECTION
	1503.4.2.

	6. INFORMATIONAL. IN PHASE III THE ACCESSIBILITY
	REQUIREMENTS WILL BE REQUIRED PER SECTIONS 11-4.15,
	11-4.16, 11-4.18, 11-4.19, 11-4.21, 11-4.22, AND
	11-4.24. ALSO NO DRINKING FOUNTAINS WERE SEEN.

	7. IN PHASE III PLEASE SUBMIT CALCULATIONS FOR MINIMUM
	FACILITIES PER TABLES 1004.1.2 & 403.1.

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

Review Stop	Z			ZONING
Rev No	5	Status	P	Date	2008-02-20			Cont ID
Sent By	lfranco			Date	2008-02-20	Time	15:54	Rev Time	0.00
Received By	lfranco			Date	2008-02-20	Time	15:54	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	4	Status	F	Date	2007-12-11			Cont ID
Sent By	lfranco			Date	2007-12-11	Time	11:08	Rev Time	0.00
Received By	lfranco			Date	2007-12-10	Time	11:08	Sent To

Notes

2007-12-11 11:18:48	PLANNING AND ZONING: ** FAILED**

	1. RESPOND TO COMMENTS IN WRITING.

	2. THE PROJECT IS PART OF THE ST. MARY'S CSPD AND IS
	CURRENTLY BEING REVIEWED FOR A MINOR PD AMENDMENT DUE
	TO RELOCATION OF SOME PARKING SPACES AND THE ADDITION
	OF A PLAYGROUND AREA.THIS PERMIT CANNOT BE APPROVED
	UNTIL FINAL APPROVAL OF THE MINOR AMENDMENT HAS BEEN
	MADE BY THE PLANNING AND ZONING DEPARTMENT DUE TO
	PERTINENT CHANGES THAT WILL NEED TO BE REFLECTED ON
	THIS PERMIT.

	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ME.

	LINDA MIA FRANCO
	SENIOR PLANNER
	PLANNING AND ZONING DEPARTMENT
	TEL: (561) 822-1443
	EMAIL: [email protected]

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2007-07-26			Cont ID
Sent By	lfranco			Date	2007-07-26	Time	17:28	Rev Time	0.00
Received By	lfranco			Date	2007-07-26	Time	17:28	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2007-04-12			Cont ID
Sent By	lfranco			Date	2007-04-12	Time	10:22	Rev Time	0.00
Received By	lfranco			Date	2007-04-05	Time	19:41	Sent To

Notes

2007-04-13 10:23:48	PLANNING AND ZONING:**** FAILED *****

	1PROVIDE RESPONSES TO COMMENTS IN WRITING.

	2. THE SITE PLANS/DRAWINGS DO NOT MATCH THE APPROVED
	SITE PLAN/DRAWINGS FROM THE PLANNING AND ZONING
	DEPARTMENT (I.E. ENGINEERING (PARKING DETAILS DO NOT
	COMPLY WITH ZONING CODE). FOR EXAMPLE, SHEET CS-101
	"AREA OF DEVELOPMENT PLAN" SHOWS A 7 FEET-4 INCHES HIGH
	DUMPSTER ENCLOSUREVERSUS THE APPROVED 6 FOOT HIGH
	DUMPSTER ENCLOSURE SHOWN ON SHEET SP-1 OF THE ST.
	MARY'S MINOR AMENDMENT 1068P, APPROVED PLANS FROM THE
	PLANNING AND ZONING DEPARTMENT. IN ADDITION, PROVIDE A
	COPY OF THE PLANNING AND ZONING DEPARTMENT'S APPROVED
	PLANS, WITH EACH PACKET SUBMITTED.ALL DRAWINGS SHALL
	MATCH THESE DRAWINGS.

	3.SHEET CS-501 - THE HANDICAP PARKING STALL DETAIL
	DOES NOT COMPLY WITH ZONING CODE, SECTION 94-485, SEE
	ATTACHED DETAILS.FOR EXAMPLE,

	A.THERE SHALL BE 2 FEET IN BETWEEN THE BACK OF
	WHEEL STOP TO EDGE OF CURB.
	B.THE PAVEMENT SYMBOL SHALL BE WHITE IN COLOR
	AND 2 FEET FROM THE BOTTOM EDGE OF STALL.

	SHOULD YOU HAVE ANY QUESTIONS, PLEASE CONTACT ME.

	LINDA MIA FRANCO
	SENIOR PLANNER
	PLANNING AND ZONING DEPARTMENT
	OFFICE: (561) 822-1443

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2007-02-23			Cont ID
Sent By	lfranco			Date	2007-02-23	Time	18:30	Rev Time	0.00
Received By	lfranco			Date	2007-02-23	Time	18:30	Sent To	I

Notes

2007-02-23 18:37:02	PLANNING AND ZONING:**** FAILED *****

	1PROVIDE RESPONSES TO COMMENTS IN WRITING.

	2. THE SITE PLANS/DRAWINGS DO NOT MATCH THE APPROVED
	SITE PLAN/DRAWINGS FROM THE PLANNING AND ZONING
	DEPARTMENT (I.E. THE LANDSCAPE PLAN, ENGINEERING
	(PARKING DETAILS DO NOT COMPLY WITH ZONING CODE),
	ARCHITECTUAL)

	SHOULD YOU HAVE ANY QUESTIONS, PLEASE CONTACT ME.

	LINDA MIA FRANCO
	SENIOR PLANNER
	OFFICE: (561) 822-1443