City of West Palm Beach eGovPlus

Plan Review Details - Permit 06120586

Plan Review Stops For Permit 06120586

Review Stop	AD			ADDRESSING
Rev No	2	Status	F	Date	2007-11-15			Cont ID
Sent By	lursu			Date	2007-11-15	Time	09:58	Rev Time	0.00
Received By	lursu			Date	2007-11-07	Time	14:17	Sent To

Notes

2007-11-15 10:11:14
	SINCE THIS PARCEL IS VACANT AS OF TODAY AND NO SITE
	ADDRESS HAS BEEN ISSUED BEFORE PLEASE USE ON THE
	REVISED SET OF PLANS A NEW SITE ADDRESS AS :
	1810 EMBASSY DR , WEST PALM BEACH , FL 33401.ALSO THIS
	SITE ADDRESS WILL BE USED ALONG WITH THE PARCEL CONTROL
	NUMBER = 74434317040120042, AS THE COMMON AREA SITE
	ADDRESS USED FOR PERMITTING AND ANY OTHER PROCESSES
	PRIOR OF ISSUING THE CO .EACH INDIVIDUAL UNIT WILL
	RECEIVE A UNIQUE SITE ADDRESS AT THE TIME OF THE
	PROJECT COMPLETION .
	IF BUILDING PERMITS WILL BE NEEDED FOR EACH INDIVIDUAL
	UNIT THEN THE SITE ADDRESS FOR EACH UNIT WILL BE USED.

	THE RECOMMENDED SITE ADDRESSES FOR THE UNITS STARTING
	EAST GOING WEST ARE:
	1804 ,1806,1808,1812,1814,1816,1818 & 1820EMBASSY DR
	, WEST PALM BEACH, FL 33401.AN OFFICIAL SITE ADDRESS
	NOTIFICATION LETTER WILL BE SENT TO THE PROPERTY
	OWNER.

	QUESTIONS/COMMENTS PLEASE CALL :
	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]
2007-11-07 14:17:27	COPY OF APPL. SENT TO LILI

Review Stop	AD			ADDRESSING
Rev No	1	Status	F	Date	2006-12-26			Cont ID
Sent By	lursu			Date	2006-12-26	Time	11:15	Rev Time	0.00
Received By	jwitmer			Date	2007-01-23	Time	07:13	Sent To

Notes

2006-12-26 11:18:57	FOR THESE 8NEW BUILDINGS NEW UNIQUE SITE ADDRESS MUST
	BE ASSIGNED TO EACH OF THEM.
	PLEASE PROVIDE THE APPROVED SITE PLAN AND THE SURVEY
	FOR THIS LOCATION.

	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	E-MAIL:[email protected]
2006-12-20 16:44:08	APPL. SHOWS 1800 EMBASSY DR.--COPY OF APPL SENT TO LILI

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2008-07-09			Cont ID
Sent By	jwitmer			Date	2008-07-09	Time	13:11	Rev Time	2.22
Received By	jwitmer			Date	2008-07-09	Time	13:11	Sent To

Notes

2008-07-09 14:28:46	BUILDING PLAN REVIEW
	PERMIT: 06120586
	ADD: 1800 EMBASSYDR
	CONT: E. W. REED, INC.
	TEL: (305)218-0900

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS
	JULY- 09/08

	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.NOTE: 713.13(2) IF THE
	WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
	ACTUALLYCOMMENCED 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) SEMI- COMPLIED, THIS REVIEW ONLY ONE SOILS REPORT
	WAS SUBMITTED, TWO ORIGINAL REPORTS WITH ORIGINAL
	SIGNATURES AND RAISED SEALS ARE REQUIRED.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 .

	4 ) BUILDING PROVISO: 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.

	5 )BUILDING PROVISO: 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.

	6-15) COMPLIED.


	16)THIRD 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 SUBMITTED WITH A
	COVER SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM
	THE STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE
	APPROVAL, SUBMIT AN APPLICATION FOR LOCAL PRODUCT
	APPROVAL OR SITE SPECIFIC FORM PER RULE 9B-72. SEE
	ATTACHMENT. WWW.FLORIDABUILDING.ORG
	HAVE FLORIDA APPROVAL:
	PGT SLIDINGGLASS DOORS NOA 07-0607.02
	PGT MULLIONS NOA 06-01125.06
	PGT SH-700NOA 07-0322.06
	PGT HORIZONTAL ROLLERNOA 07-0815.09
	PGT PW-701 FIXED NOA 07-0418.06
	CLOPAY SECTIONAL DOORS NOA 05-0316.01
	POLYFOAM NOA 06-0201.02EAGLE ROOFING PRODUCTS
	GAF MATERIALS BUILT UP ROOF

	17)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:

	C) EXTERIOR WALL LOUVERS
	D) TRUSS ANCHORS
	E) BUILT UP ROOF SYSTEMS PRPODUCT APPROVAL SUBMITTED
	IS FOR INSULATED TYPE DECK SYSTEMS!
	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 ___ .

	X___ 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.

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

	18-21) COMPLIED

	22-25) COMPLIED.

	26)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.

	27)THE NEW ENERGY CALCS ARE NOT DESIGNED FOR THIS
	STRUCTURE,
	A)THEY ARE INDICATED TO BE FOR A 2 UNIT STURCTURE
	WITH ONLY 6 BEDROOMS.
	B) CONDITIONED SPACE INDICATES FLOOR AREA 4238 THE
	FIRST FLOOR ITSELF HAS 12,472 SQ FT.
	C) RAISED WOOD FLOOR ENERGY CALCS INDICATE A R=19 WHERE
	AS SHEET A10 DETAIL 4/4 THE CEILING INDICATES R=11
	D) FRAMED WALLS STEEL PLAANS DO NOT INDICATE ANY R
	VALUE
	CALCULATIONS FOR DOORS AND WINDOWS DO NOT INDICATE THE
	AMOUNT OF GLAZED UNITS IN WINDOWS AND GLAZED DOORS
	E) THE DOOR COUNT FOR ADJACEENT SPACES AS WELL AS
	EXTERIOR DOORS ALSO DOES NOT INDICATE THE CORECT AMOUNT
	OF OPENINGS FOR THE 8 UNIT STRUCTURE.



	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	2	Status	F	Date	2007-11-30			Cont ID
Sent By	jwitmer			Date	2007-11-30	Time	16:37	Rev Time	4.44
Received By	jwitmer			Date	2007-11-30	Time	16:37	Sent To

Notes

2007-11-30 16:43:57	BUILDING PLAN REVIEW
	PERMIT: 06120586
	ADD: 1800 EMBASSYDR
	CONT: E. W. REED, INC.
	TEL: (305)218-0900

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS
	NOV. 30,2007

	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 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.NOTE: 713.13(2) IF THE
	WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
	ACTUALLYCOMMENCED 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)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
	.

	4 ) BUILDING PROVISO: 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.

	5 )BUILDING PROVISO: 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.

	6) 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.

	7-15) COMPLIED.


	16) 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 SUBMITTED WITH A COVER SHEET THAT LISTS
	THE PRODUCT IDENTITY NUMBER FROM THE STATE. IF THE
	PRODUCT DOES NOT HAVE STATEWIDE APPROVAL, SUBMIT AN
	APPLICATION FOR LOCAL PRODUCT APPROVAL OR SITE SPECIFIC
	FORM PER RULE 9B-72. SEE ATTACHMENT.
	WWW.FLORIDABUILDING.ORG

	17)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) WINDOWS:
	CASEMENT
	HORIZONTAL ROLLERS
	MULLIONS
	B) DOORS:
	EXTERIOR HOLLOW CORE METAL DOORS
	SLIDING GLASS DOORS
	SECTIONAL GARAGE DOORS
	C) EXTERIOR WALL LOUVERS
	D) TRUSS ANCHORS
	E) ROOFING ASSEMBLIES
	BUILT UP OR MODIFIED
	ROOF TILE UNDERLAYMENTS
	ROOF TILE
	ROOF TILE ADHESIVES
	THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	X___ CONTRACTOR DID NOT PROVIDE THE MEAN

	ROOF HEIGHT.

	___ CONTRACTOR DID NOT INDICATE THE ROOF
	PITCH.

	X___ CONTRACTOR FAILED TO INDICATE WHICH
	SYSTEM TO BE USED.

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

	X___ 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.

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

	18-21) COMPLIED

	22) 1714.5.5.1 MULLIONS.
	MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL
	PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND
	LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL
	BE TESTED BY AN APPROVED TESTING LABORATORY OR BE
	ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
	PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA
	CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND
	1714.5.5.4 .

	1714.5.5.2 LOAD TRANSFER.
	MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN
	PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR
	ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE.

	23-25) COMPLIED.

	26)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.

	27) NEW COMMENT SEE ENERGY CALCULATIONS ON FORM
	600A-2001 PLEASE CORRECT TO THE 2004 VERSION.

	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	2007-01-23			Cont ID
Sent By	jwitmer			Date	2007-01-23	Time	07:14	Rev Time	5.55
Received By	jwitmer			Date	2007-01-23	Time	07:14	Sent To

Notes

2007-01-23 08:05:51	BUILDING PLAN REVIEW
	PERMIT: 06120586
	ADD: 1800 EMBASSYDR
	CONT: E. W. REED, INC.
	TEL: (305)218-0900

	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. )
	110.2* W. P. B. ADMINISTRATIVE
	CODE, INFORMATION THAT IS REQUIRED FOR
	RECORD KEEPING & FOR CERTIFICATE OF
	OCCUPANCY:
	A) THE EDITION OFTHE CODE UNDER WHICH
	THE PERMIT WAS ISSUED.
	B) THE USE AND OCCUPANCY, IN ACCORDANCE
	WITH THE PROVISIONS OF CHAPTER 3.
	C) THE TYPE OF CONSTRUCTION AS DEFINED
	IN CHAPTER 6, TABLE 601.
	SHEET A-1 INDICATES III MISSING "A OR B"
	D) THE DESIGN OCCUPANT LOAD, SEE 1004.
	E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
	PROVIDED, WHETHER THE SPRINKLER SYSTEM
	IS REQUIRED.
	F) ANY SPECIAL STIPULATIONS & CONDITIONS
	OF THE BUILDING PERMIT.
	G ) NUMBER OF UNITS
	H ) NUMBER OF FLOORS
	1 ) NUMBER OF BEDROOMS
	J ) NUMBER OF ROOMS
	K ) NUMBER OF BEDROOMS
	L ) SQ. FT. LIV SPACE/ FL
	M ) SQ. FT. FOOTPRINT
	N ) SQ. FT. UNDER ROOF (TOTAL)
	O ) OCCUPANT LOAD

	3)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 .

	4 ) 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.

	5 ) 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.

	6) 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.

	7)SHEET A-3 INDICATES TOWNHOUSE STYLE CONSTRUCTION.
	NOTE THESE UNITS ARE CLASSIFIED AS A R-2 EITHER CONDOS
	OR RENTAL UNITS AND WILL REVIEWED AS SUCH.

	8) SHEETS A-4- A-5 PLANS INDICATE WINDOWS OVER TUB
	AREAS IN BOTH CASES NO NOTES ON THE WINDOW SCHEDULE
	INDICATING A HAZARDOUS LOCATION.
	2406.3(5)5.GLAZING IN DOORS AND ENCLOSURES FOR HOT
	TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND
	SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
	ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED
	EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM)
	ABOVE A STANDING SURFACE.

	9) SHEET A-5 PLEASE PROVIDE A SECTION THROUGH POWDER
	ROOM 102.
	1208.2(2)
	2.IF ANY ROOM IN A BUILDING HAS A SLOPED CEILING ,
	THE PRESCRIBED CEILING HEIGHT FOR THE ROOM IS REQUIRED
	IN ONE-HALF THE AREA THEREOF. ANY PORTION OF THE ROOM
	MEASURING LESS THAN 5 FEET (1524 MM) FROM THE FINISHED
	FLOOR TO THE CEILING SHALL NOT BE INCLUDED IN ANY
	COMPUTATION OF THE MINIMUM AREA THEREOF.

	10)A-7 INDICATES THE USE OF THE 1& 2 FAMILY
	RESIDENTIAL CODE WITH CODE SECTIONS R312.1 & R312.2
	PLEASE CORRECT THESE UNITS ARE AS STATED R-2 NOT R-3.

	11) SHEET A-9 DETAIL"B" PLEASE MAKE NOTE OF THE ASTM
	C-1063 THE NAILING ON HORIZONTAL FRAMING MEMBERS TO BE
	AT 4" ON CENTER WITH A MINIMUM OF 1 3/4" NAILING INTO
	FRAMING MEMBER.

	12) SHEET A-9 DETAIL "A" PLEASE PROVIDE CALCULATIONS
	FOR VENTILATION AND MEETING THE REQUIREMENTS OF :
	1203.2 THE NET FREE VENTILATING AREA SHALL NOT BE LESS
	THAN 1 / 150 OF THE AREA OF THE SPACE VENTILATED, WITH
	50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY
	VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE
	TO BE VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
	CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
	VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.

	13)SHEET A-10 DETAIL # 1 AGAIN MAKES REFRENCE TO THE
	RESIDENTIAL CODE PLEASE CORRECT, THIS IS A R-2
	OCCUPANCY NOT R-3.

	14)SHEET A-12 DETAIL# 1 PLEASE REMOVE REFENCE TO THE
	ONE AND TWO FAMILY RESIDENTIAL CODE ALSO A-13.

	15) 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.

	16) 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

	17)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) WINDOWS:
	CASEMENT
	HORIZONTAL ROLLERS
	MULLIONS
	B) DOORS:
	EXTERIOR HOLLOW CORE METAL DOORS
	SLIDING GLASS DOORS
	SECTIONAL GARAGE DOORS
	C) EXTERIOR WALL LOUVERS
	D) TRUSS ANCHORS
	E) ROOFING ASSEMBLIES
	BUILT UP OR MODIFIED
	ROOF TILE UNDERLAYMENTS
	ROOF TILE
	ROOF TILE ADHESIVES
	THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	X___ CONTRACTOR DID NOT PROVIDE THE MEAN

	ROOF HEIGHT.

	___ CONTRACTOR DID NOT INDICATE THE ROOF
	PITCH.

	X___ CONTRACTOR FAILED TO INDICATE WHICH
	SYSTEM TO BE USED.

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

	X___ 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.

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

	18) PLEASE PROVIDE INFORMATION AS TO TYPE OF MATERIAL
	TO BE USED ON RIDGE AND HIP
	BOARDS AND ATTACHMENT METHOD. CONCRETE TILE 1507.3:
	1507.3.7 ATTACHMENT.
	CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN
	ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH
	FRSA/RTI INSTALLATION MANUAL, 4TH EDITION.

	1507.3.8 APPLICATION.
	TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
	INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE
	FRSA/RTI 07320, 4TH EDITION.

	19) 1503.3.6 PROTECTION AGAINST DECAY &
	TERMITES. CONDENSATE LINES & ROOF DOWN
	SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
	AWAY FROM THE STRUCTURE SIDEWALL,
	WHETHER BY UNDERGROUND PIPING, TAIL EX-
	TENSIONS, OR SPLASH BLOCKS.

	20) S- SHEETS DO NOT PROVIDE BUCK DETAILS FOR WINDOWS,
	DOORS OR GARAGE SECTIONAL DOOR.
	1714.5.4.1 ANCHORING REQUIREMENTS.
	WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN
	ACCORDANCE WITH THE PUBLISHED MANUFACTURER?S
	RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE
	SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR
	SUBSTRATES NOT SPECIFIED BY THE FENESTRATION
	MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING
	PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING
	PRACTICE.

	21) 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL
	SUBSTRATE.
	WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1 1
	/ 2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE
	ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR
	SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S
	PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE
	SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE
	OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
	OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
	INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
	FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
	MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
	LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
	SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
	TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
	ROUGH OPENING SUBSTRATE.
	WHERE THE WOOD BUCK THICKNESS IS 1 1 / 2 INCHES (38 MM)
	OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO
	TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER
	STRUCTURAL SUBTRATE AND THE BUCK SHALL EXTEND BEYOND
	THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW
	AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN
	FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE
	FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE
	MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS.
	UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
	INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
	FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
	MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
	LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
	SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
	TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY
	TO THE SECURED WOOD BUCK

	22) 1714.5.5.1 MULLIONS.
	MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL
	PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND
	LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL
	BE TESTED BY AN APPROVED TESTING LABORATORY OR BE
	ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
	PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA
	CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND
	1714.5.5.4 .

	1714.5.5.2 LOAD TRANSFER.
	MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN
	PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR
	ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE.

	23) S-4 PLEASE UPDATE ACI-318 AND ACI- 530 TO THE
	REFRENCED STANDARDS IN CHAPTER 35.

	24)SHEET E-1 VS M-1 2ND FLOOR HAL 201 BE AWARE OF THE
	CLOSENESS OF SMOKE DETECTORS TO RETURN AIR VENTS.

	25) SHEET A-5 INDICATES AN OPTION BEDROOM# 4, WHERE AS
	BOTH THE MECHANICAL AND ELECTRICAL ARE MISSING THIS
	OPTION. PLEASE PROVIDE AND SMOKE DETECTORS.

	26)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	3	Status	F	Date	2008-07-24			Cont ID
Sent By	dpalmer			Date	2008-07-24	Time	09:19	Rev Time	0.00
Received By	dpalmer			Date	2008-07-24	Time	09:19	Sent To	PC

Notes

2008-07-24 09:20:02	DENIED REVIEW

	** THERE ARE COMMENTS WHICH COME FROM PREVIOUS REVIEW
	COMMENTS HOWEVER THEY ARE NEW BASED ON INFORMATION NOW
	ON PLANS.
	THERE ARE ALSO SOME REPEAT COMMENTS

	1) NOTE: PLEASE SEE THE NEW SERVICE ENTRANCE CONDUCTORS
	WHICH ARE NOW BEING SHOWN ARE NOT COMPLETE. NO CONDUIT
	SIZE IS SHOWN. THE REVIEW FOR CODE COMPLIANCE FOR
	CONDUIT FILL CAN NOT BE DONE. (TABLE 9)

	2) NOTE: PLEASE ALSO SEE THE NEW SERVICE ENTRANCE
	CONDUCTORS DO NOT MEET THE MINIMUM SIZE REQUIRED PER
	240.4B FOR DEVICES OVER 800AMPS.
	PLEASE ADJUST. 310.16

	3) NOTE: PLEASE SUPPLY AIC RATING OF THE 1200AMP MAIN
	AS PREVIOUSLY REQUESTED.
	110.9.
	PLANS NOTE AIC RATING OF PANELS AND BREAKERS HOWEVER
	DOES NOT INDICATE MAIN RATING.

	4) NOTE: PLEASE SEE UNIT B ON E-3 WHICH IS SHOWING SD
	FOR SMOKE DETECTOR. THIS CAN BE REDLINED AND DOES NOT
	NEED TO REPRINT SHEETS AT THIS TIME.



	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.

	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	2	Status	F	Date	2007-11-29			Cont ID
Sent By	dpalmer			Date	2007-11-29	Time	12:28	Rev Time	0.00
Received By	dpalmer			Date	2007-11-28	Time	16:43	Sent To

Notes

2007-11-29 12:29:06	DENIED 2ND REVIEW

	** PLEASE KNOW AS STATED ON PREVIOUS REVIEW AS THERE
	WERE CHANGES WHICH WERE NEEDED AND ITEMS NOT SUBMITTED
	ON PREVIOUS PLANS THERE MAY BE NEW COMMENTS GENERATED
	ON THE 2ND REVIEW.
	** PLEASE SEE THESE ARE COMMENTS BASED ON THE PLANS
	SUBMITTED AND SOME ITEMS FROM PREVIOUS REVIEW WHICH
	STILL NEED TO BE ADDRESSED ALONG WITH NEW COMMENTS.


	1) NOTE: PLEASE SEE AS MENTIONED ON PREVIOUS REVIEW
	NOTE # 27 THE ADDRESS WAS YET TO BE DETERMINED AND LOOK
	FOR COMMENTS FROM THE ADDRESSING REVIEWER.
	PLEASE SEE THE NEW ADDRESS OF 1810 EMBASSY DR WAS
	GENERATED. AS THESE ARE NOT FEE SIMPLE TOWNHOUSES AND
	PLANS HAVE HAD CHANGES INDICATING THIS, PLEASE ADJUST
	ADDRESS IN TITLE BLOCKS TO 1810.

	2) NOTE: PLEASE SEE AS PREVIOUSLY MENTIONED IN NOTE #2,
	PLEASE BE SURE ALL SMOKE ALARMS MEET NFPA-72 11.8.3
	WHICH REQUIRES ALL SMOKE DEVICES TO BE A MINIMUM OF 3FT
	FROM BATH DOORS AND 20FT FROM COOKING APPLIANCES. THERE
	ARE EXCEPTIONS FOR COOKING APPLIANCES IF DEVICE IS OF A
	PHOTO-ELECTRIC TYPE AND/OR RESETTING TYPE.
	PLEASE SEE UNIT A MASTER BEDROOM FOR EXAMPLE.

	3) NOTE: PLEASE SEE PREVIOUS NOTES # 3, #4 AND #10.
	PLEASE SEE THERE ARE STILL SOME AREAS WHERE SOME GFI
	RECEPTACLES DO NOT MEET 210.52C1-5 AND 210.8A6.
	PLEASE SEE E-2 UNIT A, ISLAND FOR ONE EXAMPLE. (GFI)
	PLEASE SEE E-2 UNIT A,PENINSULAR AND SEPARATE SPACES
	AND COUNTER SPACE FOR EXAMPLE.

	4) NOTE: PLEASE SEE PREVIOUS NOTE #8 FOR LISTING OF ALL
	RELEVANT CODES WHICH WERE REQUIRED TO BE ADJUSTED AND
	PLACED ON PLANS.
	RESPONSE WAS THAT ALL CODES WERE ADDED TO A AND SHEET
	E-4, WHICH WAS OK AND CORRECT HOWEVER PLEASE SEE E-2
	AND E-3 AS THE 2002 NFPA-70 ( NEC) IS STILL REFERENCED
	IN NOTES.
	PLEASE ADJUST.

	5) NOTE: PLEASE KNOW AS MENTIONED IN PREVIOUS REVIEW
	NOTES #11,12 ETC THE SERVICE WAS CHANGED FROM PREVIOUS
	PLANS AND NEW COMMENTS ARE NOW BEING MADE.
	PLEASE SEE THE FOLLOWING COMMENTS FOR SERVICE RISER:
	NOTES 6-11

	6) NOTE: PLEASE SEE MISSING CONDUITS FROM FPL TO
	SERVICE. AS FPL DOES NOT INSTALL THESE CONDUITS, THESE
	FALL UNDER THE NEC AND SIZING REQUIREMENTS FOR
	SERVICE.
	***IMPORTANT: PLEASE VERIFY WITH THE FPL SERVICE
	PLANNER THAT THE SERVICE ENTRANCE CONDUCTORS ARE
	ACTUALLY GOING TO BE PULLED IN AND INSTALLED BY FPL.
	ALMOST ALL PROJECTS WHERE AN ON-SITE TRANSFORMER IS
	BEING INSTALLED BY FPL THE CONDUITS AND CONDUCTORS
	INCLUDING SERVICE ENTRANCE CONDUCTORS FROM SERVICE TO
	TRANSFORMER ARE BEING REQUIRED TO BE INSTALLED BY THE
	ELECTRICAL CONTRACTOR AND WILL BE THE RESPONSIBILITY OF
	THE OWNER. PLEASE KNOW AS MENTIONED ABOVE, IF CONDUITS
	AND CONDUCTORS ARE INSTALLED BY ELECTRICAL CONTRACTOR,
	THESE WILL BOTH FALL UNDER THE NEC AND ARE NEEDED TO BE
	SHOWN ON PLANS/SERVICE RISER.
	PLEASE OBTAIN LETTER FROM THE SERVICE PLANNER IF THESE
	WILL BE INSTALLED BY FPL.
	FBC 106.3.5.1.2, 106.1.2

	7) NOTE: PLEASE SEE THE CONDUIT SIZE IS MISSING FOR
	FEEDERS TO UNITS AND ARE UNABLE TO REVIEW AT THIS TIME
	FOR CODE COMPLIANCE. PLEASE SEE CONDUIT FILL TABLE IN
	CHAPTER 9 (C).
	FBC 106.3.5.1.2

	8) NOTE: PLEASE SEE THE CONDUIT FOR HOUSE PANEL IS TOO
	SMALL FOR CONDUCTORS ARE SHOWN. NO CONSIDERATION HAS
	BEEN GIVEN FOR LENGTH AT THIS TIME.
	PLEASE ADJUST SIZE OF CONDUIT.
	FBC 106.3.5.1.2

	9) NOTE: PLEASE SEE THE SERVICE METER CENTER IS BEING
	SHOWN AS 1160AMPS WHICH IS NOT A STANDARD SIZE PER
	240.6. PLEASE PROVIDE THE STANDARD SIZE OF EQUIPMENT.
	FBC106.3.5.1.2

	10) PLEASE SEE THE METER CENTER DOES NOT INDICATE ANY
	MAIN AS REQUIRED PER 230.70, 230.71.
	FBC 106.3.5.1.2

	11) PLEASE SEE NO AIC RATING(S) FOR MAINS AND BREAKERS
	ARE INDICATED AS REQUIRED.110.9, FBC 106.1.2,
	106.3.5.1.2

	12) NOTE: PLEASE SEE PREVIOUS REVIEW NOTE # 23
	REQUESTED COMPLETED LOAD CALCULATIONS WHICH WERE
	SUBMITTED HOWEVER PLEASE SEE 422.13 AS THE WATER
	HEATERS ARE NOW CONSIDERED A CONTINUOUS LOAD UNDER THE
	NEW CODE AND IS REQUIRED TO BE FIGURED AT 125%.
	PLEASE ADJUST CALCULATIONS.
	FBC 106.3.5.1.2

	13) NOTE: PLEASE SEE PREVIOUS NOTES #14 AND #28 AS
	ROOMS ARE AREAS NEEDED TO BE SHOWN ON PLANS,
	SPECIFICALLY DINING AREAS/ROOMS. PLEASE SEE AS
	PREVIOUSLY NOTED THE DINING AREAS AND/OR ROOMS SHALL BE
	ON ONE OR MORE OF THE SMALL APPLIANCE CIRCUITS.
	PLEASE SEE E-3 UNIT B OPTION AS THE DINING RECEPTACLES
	ARE BEING SHOWN ON A GENERAL LIGHTING CIRCUIT WHICH IS
	NOT PERMITTED.

	14) NOTE: PLEASE SEE THE LOCATION OF THE ELECTRICAL
	SERVICE IS OF CONCERN. PLEASE SEE BASED ON THE SIZE OF
	SUCH EQUIPMENT AND BASED ON THE SCALE AND LOCATION AS
	SHOWN ON PLANS THERE SEEMS THERE WILL BE AN ISSUE FOR
	MINIMUM WORKING CLEARANCES AND PROTECTION OF EQUIPMENT.
	AS THE LOCATION HAS A DRIVEWAY/PARKING AREA IS RIGHT IN
	FRONT OF EQUIPMENT, NOT ONLY WILL THE EQUIPMENT REQUIRE
	MINIMUM CLEARANCES, BUT ALSO PROTECTION BY BOLLARDS TO
	PREVENT DAMAGE. PLEASE PROVIDE MINIMUM CLEARANCES,
	BOLLARD DETAIL, SITE DETAIL INCLUDED WITH THE ELEVATION
	DETAIL.
	PLEASE SEE BASED ON SCALE THE EQUIPMENT AS THIS IS VERY
	LARGE IN NATURE MAY PROTRUDE INTO DRIVE AREA.
	110.26

	15) NOTE: PLEASE PROVIDE INFORMATION AND ELECTRICAL
	PLANS FOR HOUSE PANEL AND EQUIPMENT.
	PLEASE SEE THAT NO PANEL SCHEDULE WAS SUBMITTED WITH
	OVER CURRENT PROTECTION, CIRCUITS, CONDUCTORS ETC.
	PLEASE SEE NO ELECTRICAL PLANS WERE SUBMITTED SHOWING
	LOCATION OF ELECTRICAL ON HOUSE PANEL.
	FBC 106.3.5.1.2
	NEC 2005 240.4, 310.16 ETC

	16) NOTE: PLEASE SEE 408.4, PLEASE PROVIDE MORE
	SPECIFIC DESIGNATIONS ON CIRCUITS AS SHOWN ON PANEL
	SCHEDULES.
	PLEASE SEE THE USE OF * GENERAL LIGHTING* SHOULD SHOW
	OR INDICATE THE ROOMS AND AREAS IN WHICH THESE CIRCUITS
	FEED. FOR EXAMPLE: BEDROOM #2 LIGHTING, LIVING ROOM
	LTS/RECEPTS ETC.
	THIS WAS A CHANGE IN THE 2005 CODE WHICH REQUIRES MORE
	SPECIFIC DETAILS.
	PLEASE ALSO SEE THE CIRCUITING AS SHOWN FOR UNIT B
	INDICATES CIRCUITING TO PANEL A.
	THESE DESIGNATIONS SEEM TO BE A MISPRINT AND SHOULD BE
	B-3, B27, B21 ETC.
	408.4.
	FBC 106.3.5.1.2, 106.5

	17) NOTE: PLEASE SHOW ON SITE ELECTRICAL PLANS THE
	LOCATIONS OF ALL CONDENSING UNITS, DISCONNECTS AND GFI
	RECEPTACLES.
	440.11, 110.26, 210.63, 210.8
	FBC 106.1.2

	18) NOTE: PLEASE SEE PREVIOUS NOTE #24 FOR 210.52.
	THERE IS STILL SOME RECEPTACLES MISSING AND NOT LOCATED
	AS REQUIRED PER 210.52.
	PLEASE SEE SOME OF THESE ARE REDLINED ON ONE OF THE SET
	OF PLANS.
	PLEASE SEE MISSING RECEPTACLES WITHIN 6FT OF DOORWAY
	OPENINGS.
	PLEASE ALSO KNOW THAT PERMANENT RAIL AREAS ARE
	CONSIDERED WALL SPACE.

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

	** ONCE AGAIN AS THERE ARE SOME ITEMS NOT YET SUBMITTED
	FOR REVIEW THERE MAY BE NEW COMMENTS GENERATED ON THE
	NEXT REVIEW AS THESE ITEMS CAN NOT BE REVIEWED AT THIS
	TIME.

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

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

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2007-01-12			Cont ID
Sent By	dpalmer			Date	2007-01-12	Time	18:52	Rev Time	0.00
Received By	dpalmer			Date	2007-01-12	Time	17:18	Sent To

Notes

2007-01-12 18:52:49	UNSAT

	** PLEASE SEE THESE ARE COMMENTS BASED ON THE PLANS
	SUBMITTED. PLEASE SEE THAT THERE MAY BE COMMENTS ON THE
	NEXT REVIEW WHICH MAY BE NEW AS SOME INFORMATION AS
	SHOWN ON THESE PLANS WILL BE CHANGING SYSTEMS.

	** PLEASE SEE ANY REFERENCES IN PLAN REVIEW NOTES TO
	CHAPTER 1 OF THE FBC AS THAT WHICH IS ADOPTED BY THE
	CITY OF WEST PALM BEACH.

	1) NOTE: PLEASE SEE PLANS ARE BEING SUBMITTED AND
	LABELED AS TOWNHOUSE UNITS, HOWEVER PLEASE SEE IF THESE
	ARE INDEED FEE SIMPLE "TOWNHOUSES" AS PER FBC
	DEFINITIONS, PLEASE SEE REQUIREMENTS OF THE FBC AND
	ELECTRICAL CODE WHICH WOULD CHANGE MANY ITEMS IN THE
	DESIGN AND PLEASE KNOW SEPARATE PERMIT APPLICATIONS,
	PLANS AND FEES WOULD BE REQUIRED ON EACH FEE SIMPLE
	TOWNHOUSE. PLEASE SEE AS ALL UNITS ARE CONNECTED BY A
	COMMON AREA AND ONE BUILDING THIS DOES NOT SEEM
	POSSIBLE.
	PLEASE KNOW THE PLANS AS SUBMITTED IS FOR ONE BUILDING
	AND PLEASE SEE COMMENTS FOR ELECTRICAL SERVICE(S) AS
	SUBMITTED.

	PLEASE SEE COMMENTS FROM OTHER TRADES
	FBC ADMIN SECTION 106.1.2 FOR ADDITIONAL INFORMATION.

	2) NOTE: PLEASE SEE NFPA-72 11.8.3 WHICH REQUIRES ALL
	SMOKE DEVICES TO BE A MINIMUM OF 3FT FROM BATH DOORS
	AND 20FT FROM COOKING APPLIANCES. THERE ARE EXCEPTIONS
	FOR COOKING APPLIANCES IF DEVICE IS OF AN PHOTOELECTRIC
	TYPE AND/OR RESETTING TYPE.

	3) NOTE: PLEASE SEE SOME RECEPTACLES SPACED ALONG
	KITCHEN COUNTER SPACE. IT APPEARS SOME NEED TO BE
	RELOCATED TO MEET 210.52C1

	4) NOTE: PLEASE SEE ALL RECEPTACLES SERVING KITCHEN
	COUNTER SPACE SHALL BE SHOWN AS GFI/GFI PROTECTED.
	210.8A6.

	5) NOTE: PLEASE SEE NO RECEPTACLE BEING SHOWN FOR THE
	DISPOSAL FOR DISCONNECTING MEANS.
	422.31

	6) NOTE: PLEASE CLARIFY THE TYPE FIRE PROTECTION BEING
	INSTALLED FOR BUILDING. PLEASE SEENFPA-72 11-5.1.1,
	11.8.3. PLEASE SEE NFPA-72 DEFINITIONS AS PLANS CALL
	FOR SD FOR SMOKE DETECTORS THIS IS OK, HOWEVER PLEASE
	KNOW IF THESE ARE INDEED SMOKE DETECTORS AS DEFINED IN
	NFPA72, THESE WOULD BE DEVICES WHICH ONLY DETECT AND
	WOULD SIGNAL TO OTHER ALARM/HORN DEVICES. NO ALARM HORN
	DEVICES ARE SHOWN. PLEASE INDICATE IF PART OF A FUTURE
	LV FA SYSTEM.
	PLEASE KNOW AS PER SECTIONS GIVEN IF THESE ARE INDEED
	DEVICES WHICH DETECT AND ALSO SOUND AN ALARM, THEN THEY
	WOULD BE LABELED AS SA FOR SMOKE ALARMS.
	PLEASE KNOW AS OF OCT 06 IT CAME TO OUR ATTENTION AT
	THE SOUTHERN SECTION IAEI MEETING FROM NFPA THAT IF
	UNITS ARE INDEED DEVICES WHICH DETECT AND SOUND AN
	ALARM, PLANS SHOULD SHOW THEM AS SA'S AND THIS IS NOT
	NEW CODE. THIS HAS BEEN AN ACCEPTED METHOD IN THE PAST
	TO SHOW SD FOR BOTH HOWEVER ALL PLANS SINCE OCT 06
	SHOULD BE CHANGING IF AND WHERE APPLICABLE. PLEASE SEE
	SECTIONS OF THE FBC AS STATED ON PLANS WHICH ACTUALLY
	CONTAIN THE WORDING OF SMOKE ALARMS IN THE FBC.
	IF PART OF A LV FIRE/SECURITY SYSTEM PLEASE INDICATE AS
	SUCH. PLEASE SHOW DEVICES THEN FOR SOUNDING. PLEASE
	ALSO SEE MISSING SMOKE DETECTION/ SMOKE ALARM DEVICE IN
	UNIT "C" FIRST FLOOR.

	7) NOTE: PLEASE SEE FBC 2004 13-103.1.1.1 WHICH
	REQUIRES THE TYPE OF RECESSED LIGHTS TO BE INSTALLED.
	PLEASE NOTE ON PLANS ACCORDINGLY AND INDICATE
	FIXTURES.

	8) NOTE: PLEASE BE SURE PLANS REFLECT THE CODES IN
	WHICH THE DESIGN IS UNDER AND PERMITTED UNDER. PLEASE
	LIST THE FOLLOWING AT A MINIMUM FOR ELECTRICAL SHEETS
	AND ARCHITECTURAL SHEETS.
	2005 NFPA-70 (NEC), 2002-NFPA-72 NATIONAL FIRE ALARM
	CODE
	** PLEASE KNOW FOR INFORMATIONAL PURPOSE, AS OF
	DECEMBER 8TH, 2006 THE STATE OF FLORIDA ADOPTED THE
	2006 REVISIONS TO THE 2004 FBC AND THE 2005 NFPA-70(
	NEC). AS THIS PROJECT WAS SUBMITTED FOR PERMIT BEFORE
	THIS DATE, THIS PROJECT IS UNDER THE PREVIOUS CODES AS
	STATED ABOVE. PLEASE SEE THAT THERE ARE STRUCTURAL
	DESIGN CHANGES ALSO DONE UNDER THE NEW 2006 REVISIONS
	TO THE FBC. PLEASE SEE BUILDING REVIEW NOTES FOR DESIGN
	PRESSURES ETC. (NOTED FOR INFORMATION ONLY)

	9) NOTE: PLEASE SEE THE HWH IS BEING SHOWN WITH
	RECEPTACLE FOR THE CONNECTION OF THIS UNIT WHICH IS NOT
	PERMITTED. PLAN NEEDS TO SHOW A DISCONNECT/J-BOX IF
	BREAKER IS GOING TO BE USED TO MEET THE CODE. PLEASE
	SEE EXCEPTIONS FOR WITHIN SITE.
	422.30, 4220.31

	10) NOTE: PLEASE SEE MISSING GFI RECEPTS FOR KITCHEN
	PENINSULAR PER 210.52C3, 210.8A6

	11) NOTE: PLEASE SEE THE FOLLOWING COMMENT, HOWEVER
	PLEASE STILL SEE RISER DOES NOT INDICATE ANY MAIN
	DISCONNECT FOR SERVICE. THE FOLLOWING COMMENT AND HOW
	PLANS WILL BE SUBMITTED WILL DICTATE WHAT TYPE OF
	SERVICE AND HOW MUCH WILL CHANGE; HOWEVER IN EITHER
	CASE MAINS ARE REQUIRED.
	230.70, 230.71, 240.4 ETC

	12) NOTE: PLEASE SEE AS THIS IS ONE BUILDING; PLEASE
	SEE 230.2 AS THE PROPOSED SERVICESFOR EACH UNIT ARE
	NOT GRANTED AS SHOWN ON PLANS. PLEASE REVISE SERVICE
	RISER DIAGRAM FOR GROUPING OF MAINS INTO ONE SERVICE.
	PLEASE KNOW IF THESE ARE SUBMITTED AS TRUE
	TOWNHOUSES/FEE SIMPLE, PROPERTY LINES, SEPARATE PERMIT
	APPLICATIONS ETC, AND THEN INDIVIDUAL SERVICES TO EACH
	UNIT MAY BE PERMITTED. THIS WILL CHANGE RISER AS SHOWN
	OR NOT?
	PLEASE REVISE RISER DIAGRAM.

	13) NOTE: PLEASE SEE RISER AS SHOWN NOW SHOWS AN
	EQUIPMENT GROUNDING CONDUCTOR FROM THE METER TO THE
	PANEL. WITHOUT SHOWING MAIN ON RISER IT IS NOT POSSIBLE
	TO CORRECTLY DETERMINE THE LOCATION OF THE EGC. PLEASE
	SEE 250.6, 250.24B AS THE EGC IS NOT PERMITTED BEFORE
	THE FIRST MEANS OF DISCONNECT.

	14) NOTE: PLEASE SHOW ALL ROOMS AND AREA DESIGNATIONS
	ON PLANS. PLEASE COMPLETE ALL CIRCUITING ON PLANS AND
	CORRELATE WITH THE PANEL SCHEDULES SUBMITTED. PLEASE
	SEE THERE ARE SOME ITEMS WHICH CAN NOT BE REVIEWED FOR
	CODE COMPLIANCE AT THIS TIME DUE TO THIS INFORMATION
	NOT SHOWN.
	NEC 408.4, 310.16, 240.4 ETC.
	FBC 106.1.2, 106.3.5.1.2 ADMIN SECTIONS.

	15) NOTE: PLEASE SEE 250.66 FOR SIZING OF THE GROUNDING
	ELECTRODE CONDUCTOR. DEPENDING ON THE SERVICE AND WHAT
	THE BUILDING FINALLY COMES DOWN TO AND THE SIZE OF THE
	SERVICE, THIS WILL DETERMINE THE SIZE OF THE GEC.
	PLEASE SEE THE 150A METER AS SHOWN INDICATES A 1/0?

	16) NOTE: PLEASE KNOW BASED ON SOME OF THE CIRCUITING
	AT THIS TIME NOT BEING SHOWN; PLEASE BE SURE TO SEE
	210.12 FOR AFCI PROTECTED CIRCUITS. THIS APPEARS TO BE
	ADDRESSED, BUT CAN NOT BE CONFIRMED AT THIS TIME.

	17) NOTE: PLEASE SEE MISSING THE REQUIRED GFI FOR SOME
	CONDENSING UNITS PER 210.63, 210.8A3 (UNIT "A").

	23) NOTE: PLEASE SEE SUBMIT COMPLETE LOAD CALCULATIONS
	FOR SERVICE. 220.84, 220.12, 220.42, 220.44 ETC. PLEASE
	KNOW DEPENDING ON THE NEW SERVICE AND LOAD,
	CONSIDERATION OF 230.2 WILL BE REVIEWED, HOWEVER PLEASE
	KNOW AT THIS TIME THE SINGLE METER/SERVICE FOR EACH IS
	OK, HOWEVER IF ONE MAIN AND A METER BANK IS INSTALLED
	FOR MULTI-FAMILY/CONDO SERVICE, THISH WILL REQUIRE
	CALCULATIONS FOR SUCH.

	24) NOTE:PLEASE SEE 210.52 FOR AREAS FOR REQUIRED
	RECEPTS WHICH ARE MISSING ON PLANS. PLEASE SEE UNIT
	"A/B" ETC.
	PLEASE SEE ONE SET OF PLANS ARE REDLINED FOR LOCATIONS
	WHICH ARE MISSING DEVICES WITHIN 6FT OF DOOR, 2FT OR
	MORE OF WALL SPACE AND HALLWAYS AS NOTED.

	25) NOTE: PLEASE COMPLETE RISER DIAGRAM WITH ALL
	FEEDERS TO UNITS AND CORRELATE WITH THE OVER CURRENT
	PROTECTION DEVICES OF THAT FOR EACH UNIT ONCE RISER IS
	FINALIZED.
	215.5, 310.16, 240.4 ETC.
	FBC 106.1.2, 106.3.5.1.2

	26) NOTE: PLEASE INDICATE THE EQUIPMENT GROUNDING
	CONDUCTORS FROM MAINS TO EACH UNIT PER 250.122.
	250.24B, 250.110, ETC. (WHERE REQUIRED AND
	APPLICABLE).

	27) NOTE: PLEASE SEE THAT THE ADDRESS FOR THIS PROJECT
	SHALL BE PLACED ON THE TITLE BLOCKS. PLEASE KNOW AT
	THIS TIME, THIS IS A MULTI-FAMILY SINGLE BUILDING WITH
	THE ADDRESS OF 1800 EMBASSY DR. PLEASE SEE NOTE FROM
	ADDRESSING REVIEWER FOR ADDRESS?S ALSO DEPENDING ON HOW
	THESE ARE BEING PERMITTED AND SUBMITTED.
	THIS IS NOT AND HAS NOT BEEN SUBMITTED AS TOWNHOUSES,
	OR CONDO'S.
	FAC 61G15-23.002, FAC 61G1-16.004

	28) NOTE: PLEASE CLARIFY DINING ROOM/AREA ON PLANS SO
	THAT ONCE CIRCUITING IS SHOWN COMPLIANCE WITH 210.52B1,
	210.11C1 AND 220.52 CAN BE VERIFIED.


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

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


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

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	F	Date	2008-07-11			Cont ID
Sent By	rchokshi			Date	2008-07-11	Time	13:42	Rev Time	0.00
Received By	rchokshi			Date	2008-07-11	Time	13:10	Sent To

Notes

2008-07-11 13:32:34	PLEASE PROVIDE FOLLOWING INFO:

	1. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
	SIDEWALK ELEVATION MUST MEET FL BLDG CODE, PLEASE SHOW
	ON THE DRAWINGS.
	YOUR RESPOSEFOR REV 2 NOT ENOUGH,YOU NEED TO PROVE
	IN A DOCUMENTS/CALCULATIONS THATYOU HAVE CONSIDERED
	FLOOD ZONE OF THISAREA,&5, 10, 25, 100 YEARRAIN
	FLOOD CRITERIA, AND CROWN OF THE ROAD HAVE BEEN
	CONSIDERED. FIRST FLOOR ELEVATION SHOULD BE HIGHER THAN
	CROWN OF THE ROAD BY ATLEAST 1 FOOT. ORIGINAL PLANS
	WERE APROVED IN 1970'S PER YOUR LETTER BUT THAT IS,
	TOO LONG TIME TO CONTINUE IN EFFECT, NORMALLYITIS A
	5 YEAR PERMIT LIMIT. IF YOU DO NOT BUILD IN 5 YEARS YOU
	NEED TO RE APPLY UNLESS YOU HAVE A LETTER ALLOWING YOU
	TO BUILD ANY TIME.

	OUR RESPONSE FOR REV 3FOR YOUR LETTER OF 5/28/08 FROM
	DOUG WINTER COMP., INC.WE NEED A RESPONSE FROM MOCK
	ROOS FOR YOUR LETTER OF 5/13/08 TO MOCK ROOS.

	2. PLEASE PROVIDE A COPY OF SFWMD PERMIT, GEO TECH
	REPORT.,
	OUR RESPONSE FOR REV 2 :AGAIN,SFWMD PERMIT IS GOOD
	FOR FIVE YEARS.

	OUR RESPONSE FOR REV 3 FOR YOUR LETTER 5/28/08: SINCE
	MOCK ROOS IS REVIEWING STORM WATER CALS, LET MOCK ROOS
	DECIDE.


	3.PLEASE SHOW STORM WATER CALCULATIONS, WHAT CRITERIA
	YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER ENTIRE SITE
	OR2.5"CRITERIA, ? PLEASE SHOW ON DRAWINGPERVIOUS
	AREA, LIKE GREEN, LAKES, ETC,IMPERVIOUS AREA.

	OUR RESPONSEFOR REV 2:AGAIN YOU ARE SAYING IN YOUR
	LETTER THAT IT IS PART OF THE MASTER PLAN OF 1970'S.
	WELL,1970 IS WAY TOO BACK.PLEASE PROVIDE THE STORM
	WATER QUALITY CALCULATIONS. WE NEED EX-FILTRATION
	TRENCH CALCULATION ALSO.

	OUR RESPONSE FOR REV 3 FOR YOUR LETTER 5/28/08: WE NEED
	STORM WATER QUALITY CALS.MOCK-ROOS REVIEWS IT. YOU
	NEED TO SUBMIT STORM WATER QUALITY CALS TO 1000 45TH
	STREET ENGINEERING, SO THEY COULD GIVE IT TO MOCK ROOS
	FOR REVIEW.WE DO NOT ISSUE PERMIT UNTIL 1000 45TH
	ST. ENGINEERING APPROVES.

	4WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED.

	OUR RESPONSEFOR REV 3: MANNY G. PUT ARED STAMP WITH
	HIS SIGNATURE WHEN HE APPROVES YOUR DRAWINGS. WE DID
	NOT SEE STAMPS ON YOUR DRAWINGS YET.

	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	2007-12-04			Cont ID
Sent By	rchokshi			Date	2007-12-04	Time	11:15	Rev Time	0.00
Received By	rchokshi			Date	2007-12-04	Time	10:40	Sent To

Notes

2007-12-04 11:15:35	PLEASE PROVIDE FOLLOWING INFO:

	1. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
	SIDEWALK ELEVATION MUST MEET FL BLDG CODE, PLEASE SHOW
	ON THE DRAWINGS.
	YOUR RESPOSE NOT ENOUGH,YOU NEED TO PROVE IN A
	DOCUMENTS/CALCULATIONS THATYOU HAVE CONSIDERED FLOOD
	ZONE OF THISAREA,&5, 10, 25, 100 YEARRAIN FLOOD
	CRITERIA, AND CROWN OF THE ROAD HAVE BEEN CONSIDERED.
	FIRST FLOOR ELEVATION SHOULD BE HIGHER THAN CROWN OF
	THE ROAD BY ATLEAST 1 FOOT. ORIGINAL PLANS WERE APROVED
	IN 1970'S PER YOUR LETTER BUT THAT IS,TOO LONG TIME
	TO CONTINUE IN EFFECT, NORMALLYITIS A5 YEAR
	PERMIT LIMIT. IF YOU DO NOT BUILD IN 5 YEARS YOU NEED
	TO RE APPLY UNLESS YOU HAVE A LETTER ALLOWING YOU TO
	BUILD ANY TIME,WE DO NOT THINK SO.

	2. PLEASE PROVIDE A COPY OF SFWMD PERMIT, GEO TECH
	REPORT.,
	OUR RESPONSE:AGAIN,SFWMD PERMIT IS GOOD FOR FIVE
	YEARS.

	3.PLEASE SHOW STORM WATER CALCULATIONS, WHAT CRITERIA
	YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER ENTIRE SITE
	OR2.5"CRITERIA, ? PLEASE SHOW ON DRAWINGPERVIOUS
	AREA, LIKE GREEN, LAKES, ETC,IMPERVIOUS AREA.
	OUR RESPONSE:AGAIN YOU ARE SAYING IN YOUR LETTER THAT
	IT IS PART OF THE MASTER PLAN OF 1970'S.WELL,1970
	IS WAY TOO BACK.PLEASE PROVIDE THE STORM WATER
	QUALITY CALCULATIONS. WE NEED EX-FILTRATION TRENCH
	CALCULATION ALSO.

	4. 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

	5. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
	ETC., PLANS SHOWING SILT FENCE AROUND THE SITE
	OUR RESPONSE: YOU NEED SILT FENCE ON SOUTH SIDE AND
	EAST SIDE ALSO. SILT FENCE SHOULD BE ALL AROUND THE
	PROPERTY LINE PER FDEP.

	6. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED.

	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	2007-01-25			Cont ID
Sent By	rchokshi			Date	2007-01-25	Time	15:21	Rev Time	0.00
Received By	rchokshi			Date	2007-01-25	Time	15:13	Sent To

Notes

2007-01-25 15:21:06	PLEASE PROVIDE FOLLOWING INFO:

	1. PLEASE SHOW 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.,
	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, GEO TECH
	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.
	7. HOW YOU 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
	9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED 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	3	Status	P	Date	2008-07-22			Cont ID
Sent By	mawillia			Date	2008-07-22	Time	16:12	Rev Time	0.00
Received By	mawillia			Date	2008-07-22	Time	15:18	Sent To	E

Notes

2008-07-22 15:28:28	***PROVISO***

	THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEWS HAVE
	BEEN ADDRESSED;PLAN SHEETS A-1 AND A-6 WERE STAMPED,
	INITIALED, AND DATED.PLAN SHEETS E-2 AND E-3 TO BE
	FIRE-STAMPED WHEN THE ELECTRICAL EXAMINER HAS BEEN
	SATISFIED.


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2007-12-12			Cont ID
Sent By	mawillia			Date	2007-12-12	Time	13:16	Rev Time	0.00
Received By	mawillia			Date	2007-12-12	Time	12:20	Sent To

Notes

2007-12-12 12:31:12	***UNSAT***

	THE FOLLOWING COMMENTS (OF 13) FROM THE PREVIOUS FIRE
	PLAN REVIEW STILL NEED TO BE ADDRESSED:


	01.THE COMPLETE ADDRESS OF WHERE THE SCOPE OF WORK
	WILL BE CONDUCTED SHALL BE IN THE TITLE BLOCK OF EACH
	SUBMITTED PLAN SHEET. THE NUMBER 1810 (NOT 1800) SHOWS
	UP IN OUR SYSTEM AS THE NUMERICAL FOR THIS PROJECT
	SITE.LILI URSU MAY BE CONTACTED AT 561-822-1239 FOR
	ADDRESS MATTERS.

	05.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
	ACKNOWLEDGE THE COMMENT ON AN APPROPIATE PLAN SHEET;
	PLEASE BE ADVISED THAT NFPA 241 INCLUDES NEW
	CONSTRUCTION.

	06.THE CONSTRUCTION OPERATION AND /OR THE STOCKING OF
	NEW BUILDING MATERIALS & SUPPLIES SHALL NOT INTERFERE
	OR HINDER EMERGENCY ACCESS RESPONSE TO THE SAID
	PROPERTY OR THE VICINITY THEREOF.ADD TO GENERAL
	NOTES, SHEET A-0


	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	2007-02-15			Cont ID
Sent By	mawillia			Date	2007-02-15	Time	14:32	Rev Time	0.00
Received By	mawillia			Date	2007-02-15	Time	14:32	Sent To

Notes

2007-02-15 15:01:02	***DENIED***


	01.THE COMPLETE ADDRESS OF WHERE THE SCOPE OF WORK
	WILL BE CONDUCTED SHALL BE IN THE TITLE BLOCK OF EACH
	SUBMITTED PLAN SHEET.

	02.PLEASE SUBMIT THE FOLLOWING INFORMATION:
	CONSTRUCTION TYPE OCCUPANCY TYPE*BUILDING HEIGHT
	* BUILDING SQUARE FOOTAGE *INTERIOR FINISH
	CLASSIFICATIONS * ANY OTHER PERTINENT INFORMATION TO
	ASSIST IN THE PLAN REVIEW.

	03.WILL THE STRUCTURE HAVE A FIRE ALARM AND/OR FIRE
	SPRINKLER SYSTEM?IF SO, PROVIDE A LAYOUT OF THE FIRE
	PROTECTION SYSTEM(S) FOR REVIEW.

	04.NFPA 101 - 2003 EDITION AND THE FORIDA FIRE
	PREVENTION CODE - 2004 EDITION SHALL BE REFERENCED.

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

	06.THE CONSTRUCTION OPERATION AND /OR THE STOCKING OF
	NEW BUILDING MATERIALS & SUPPLIES SHALL NOT INTERFERE
	OR HINDER EMERGENCY ACCESS RESPONSE TO THE SAID
	PROPERTY OR THE VICINITY THEREOF.

	07.THE SITE PLAN (SHEET A-1) DOES NOT SHOW ANY FIRE
	HYDRANTS.INDICATE THE LOCATION OF FIRE HYDRANT(S)
	WITHIN 300 FEET OF THE STRUCTURE.PLEASE BE ADVISED
	THAT AN ADDITIONAL HYDRANT MAY BE REQUIRED IF THIS
	DISTANCE IS GREATER THAN 500 FEET.

	08IT APPEARS THAT THIS STRUCTURE WILL BE SETBACK
	FROM EMBASSY DRIVE.IF THIS TRUE, AS PER WEST PALM
	BEACH CODE, A MONUMENT SIGN OR MARQUEE SHALL POST THE
	ADDRESS RANGE FOR THE DEVELOPMENT.THESE NUMBERS SHALL
	BE NO LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN
	WIDTH.

	09.PLEASE INDICATE ON PLANS THAT ALL FIRE RATED DOORS
	(103,108,111) SHALL BE EQUIPPED WITH SELF CLOSING
	DEVICES AND SHALL POSTIVELY CLOSE UPON RELEASE.

	10.ON THE APPROPIATE EXTERIOR ELEVATION SHEET,
	DISPLAY THE ADDRESS FOR THE UNITS.

	11.PLEASE BE ADVISED THAT SMOKE DETECTORS (SD) ARE
	TIED INTO A FIRE ALARM SYSTEM.SMOKE ALARMS (SA), ON
	THE OTHER HAND, RECEIVE THEIR OPERATING POWER FROM THE
	BUILDING ELECTRICAL SYSTEM.SEE ELECTRICAL SHEETS.

	12.SMOKE ALARMS ARE TO BE ARRANGED SO THAT THE
	OPERATION OF ANY SMOKE ALARMSHALL CAUSE THE ALARM IN
	ALL SMOKE ALARMS WITHIN THE DWELLING UNIT TO SOUND.

	13.A FIRE HYDRANT IS SHOWN ON SHEET LP-1 BUT NOT ON
	SHEET A-1.IS THIS AN EXISTING HYDRANT OR A PROPOSED
	HYDRANT TO BE INSTALLED?



	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	3	Status	N	Date	2008-06-20			Cont ID
Sent By	adarroug			Date	2008-06-20	Time	10:51	Rev Time	0.00
Received By	adarroug			Date	2008-06-20	Time	10:51	Sent To

Notes

2008-06-23 09:52:24	TO "COMM" BD#62
2008-06-20 10:52:32	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-11-07			Cont ID
Sent By	adarroug			Date	2007-11-07	Time	14:13	Rev Time	0.00
Received By	adarroug			Date	2007-11-07	Time	14:13	Sent To

Notes

2007-11-21 11:06:03	TO "COMM" BD#7/PLANS ON RACK
2007-11-07 14:13:44	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-02-15			Cont ID
Sent By	mawillia			Date	2007-02-15	Time	17:34	Rev Time	0.00
Received By	mawillia			Date	2006-12-20	Time	16:43	Sent To

Notes

2007-01-11 10:12:57	TO "COMM" BD#31
2006-12-20 16:43:20	WAITING FOR "COMM" BD

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2008-06-24			Cont ID
Sent By	tgordon			Date	2008-06-24	Time	13:58	Rev Time	1.30
Received By	tgordon			Date	2008-06-24	Time	13:58	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2007-11-27			Cont ID
Sent By	tgordon			Date	2007-11-27	Time	08:14	Rev Time	1.15
Received By	tgordon			Date	2007-11-27	Time	08:14	Sent To

Notes

2007-11-27 08:23:55	PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
	REFERENCED CODES WITH 05, 06 REVISIONS, CITY OF WEST
	PALM BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
	ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
	(F.S.).

	* DENIED *
	1) ENERGY CALCULATIONS NEED TO BE ON FORM 600A-04R, PER
	2004 FBC 13-600.3.A, (12-8-06 REVISION). NOT 2001.

	2 ENERGY CALCULATIONS NEED TO BE SIGNED BY THE PREPARER
	AND THE OWNER/AGENT, PER 2004 FBC 13-600.3.ABC.2.

	3) COULD NOT FIND THE A/C SYSTEMS LISTED ON THE
	MECHANICAL PLANS (PAGE M-1 & M-2) ON THE ARI DIRECTORY
	WEB SITE. PLEASE SUBMIT THE ARI REFERENCE NUMBER OR A
	COPY OF THE ARI PERFORMANCE CERTIFICATE, SEE 2004 FBC
	13-607.1.ABC.3.1.1.

	4) LAST REVIEW 1-22-07 NOTE #7 STATED THE RETURN AIR
	TRANSFER DUCTS WERE UNDER SIZED, THIS WAS IN REFERENCE
	TO THE FLEX DUCTS NOT THE GRILLS, PLEASE BE ADVISED IF
	THEY REMAIN THE SAME A PRESSURE DIFFERENTIAL TEST WILL
	BE DONE AT FINAL INSPECTION AND CORRECTIONS MAY BE
	REQUIRED, SEE 2004 FBC/R M1602.4.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-01-22			Cont ID
Sent By	tgordon			Date	2007-01-22	Time	08:51	Rev Time	1.15
Received By	tgordon			Date	2007-01-22	Time	08:51	Sent To	P

Notes

2007-01-22 09:15:11	* DENIED *
	1) SEE ELECTRICAL REVIEW NOTE #1, PLEASE CORRECT.

	2) SEE ENERGY CALCULATIONS TOTAL COOLING BTU'S 264,000,
	AND PLANS ARE SHOWING 8 UNITS AT 59,000 = 472,000 TOTAL
	BTU'S, THE TWO MUST COINCIDE, PLEASE CORRECT.

	3) PLEASE SUBMIT MANUAL J CALCULATIONS FOR MODEL "A"
	ONE UNIT ONLY 2081 SQUARE FEET, AND MODEL "B" ONE UNIT
	ONLY 2157 SQUARE FEET.

	4) FORTH BEDROOM OPTION IS MISSING FROM MECHANICAL
	PLANS PAGE M-2, PLEASE CORRECT.

	5) SEE PAGE M-2 FIRST FLOOR PLAN POWER ROOM #102,
	EXHAUST UP TO ATTIC, EXHAUST AIR MUST DISCHARGE TO THE
	OUTDOORS, SEE 2004 FBC/M 501.2. PLEASE CORRECT.

	6) SEE PAGE M-1 FIRST FLOOR PLAN, THE CLOTHES DRYER
	VENT MAY NOT DISCHARGE ON TO THE A/C CONDENSER UNIT,
	SEE 2004 FBC/M 401.5.2. PLEASE CORRECT.

	7) RETURN AIR TRANSFER DUCTS TO ALL ROOM ARE
	UNDER-SIZED, BALANCED RETURN AIR MAY BE ACHIEVED BY.
	(A)TRANSFER DUCTS MAY ACHIEVE THIS BY
	INCREASING THE RETURN TRANSFER ONE AND
	ONE HALF TIMES THE CROSS SECTIONAL AREA
	(SQUARE INCHES) OF THE SUPPLY DUCT
	ENTERING THE ROOM OR SPACE IT'S SERVING
	AND THE DOOR HAVING AT LEAST AN
	UNRESTRICTED 1 INCHUNDERCUT TO ACHIEVE
	PROPER RETURN AIR BALANCE.
	(C)HABITABLE ROOMS ONLY SHALL BE
	REQUIRED TO MEET THESE REQUIREMENTS FOR
	PROPER BALANCED RETURN AIR EXCLUDING
	BATHROOMS, CLOSETS, STORAGE ROOMS AND
	LAUNDRY ROOMS, EXCEPT THAT ALL SUPPLY
	AIR INTO THE MASTER SUITE SHALL BE
	INCLUDED. PER 2004 FBC/R M1602.4 .

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

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2008-07-21			Cont ID
Sent By	kstevens			Date	2008-07-21	Time	10:30	Rev Time	0.00
Received By	kstevens			Date	2008-07-21	Time	10:30	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2007-12-03			Cont ID
Sent By	kstevens			Date	2007-12-03	Time	18:49	Rev Time	0.00
Received By	kstevens			Date	2007-12-03	Time	18:49	Sent To

Notes

2007-12-03 18:53:36	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	****FROM PREVIOUS REVIEW:

	1. OK
	2. OK
	3. OK
	4. OK

	5. SUBMIT WATER RISER DIAGRAMS FOR EACH UNIT TYPE. SHOW
	ALL PIPE SIZES, VALVES AND WATER HAMMER ARRESTORS
	REQUIRED BY SECTION 604.9. (WASH MACHINES, DISH
	WASHERS, & ICE MAKERS). WATER HAMMER ARRESTORS SHALL BE
	LOCATED IN AN "EFFECTIVE RANGE", (NOT IN THE CEILING),
	PER PDI-WH 201 AND MANUF. INSTALLATION INSTRUCTIONS.
	SECTION 106.3.5.1.3(3)(13).
	****RESPONSE NOTED, BUT THE RISER FOR BOTH UNITS "A"
	&"B" BOTH SHOW THE WATER LINE AS IT ENTERS INSIDE THE
	BUILDING CHANGING TO 1/2" THEN CHANGES TO 1" TO THE
	HEATER ETC. PLEASE CLARIFY. ALSO SHUT OFF VALVES SHALL
	BE INSTALL ON THE SUPPLY LINE TO EACH HOSE BIBB.
	SECTION 606.2(2).

	6. OK
	7. OK - INFORMATIONAL

	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	2007-02-06			Cont ID
Sent By	kstevens			Date	2007-02-06	Time	09:56	Rev Time	0.00
Received By	kstevens			Date	2007-02-06	Time	09:56	Sent To

Notes

2007-02-06 10:30:31	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. SHT P-1 UNIT A SANITARY RISER DIAGRAM. THE AUTOMATIC
	CLOTHES WASHER FIXTURE SHALL CONNECT TO A BRANCH DRAIN
	OR DRAINAGE STACK A MINIMUM OF 3" IN DIAMETER. SECTION
	406.3.--THE FITTING SHOWN AT THE TOP OF THE STACK
	IS NOT APPROVED. THERE SHOULD BE A WYE DOWNSTREAM AND A
	SWEEP ABOVE THE WYE TO CONNECT THE THREE BATHROOM
	GROUPS. (SEE RED LINE EXAMPLE ON ONE SET OF PLANS).

	2. SHT P-1 WATER HEATER DETAIL, IF A BACKFLOW PREVENTOR
	IS REQUIRED, THEN THERMAL EXPANSION CONTROL WILL BE
	REQUIRED PER SECTION 607.3.2.

	3. SHT P-2 UNIT B SANITARY RISER DIAGRAM. THE AUTOMATIC
	CLOTHES WASHER FIXTURE SHALL CONNECT TO A BRANCH DRAIN
	A MINIMUM OF 3" IN DIAMETER. SECTION 406.3.--THE
	TUB AND THE WATER CLOSET AT THE BASE OF THE STACK ARE
	NOT VENTED. SECTION 901.2.1.--ONLY THE FIXTURES
	WITHIN THE BATHROOM GROUP SHALL CONNECT TO THE
	WET-VENTED HORIZONTAL BRANCH DRAIN. ANY ADDITIONAL
	FIXTURES SHALL DISCHARGE DOWNSTREAM OF THE WET VENT.
	SECTION 909.1. THE SECOND FLOOR MASTER BATH & BATH #2
	SHALL CONNECT DOWNSTREAM OF THE BATHROOM FIXTURES IN
	OPTIONAL BATHROOM #4. THE AAV FOR OPTIONAL BATHROOM #4
	SHALL BE INSTALLED FOR THE BRANCH LINE FOR THE BATHROOM
	ONLY. AS SHOWN IT IS VENTING ONLY THE LAV. (SEE RED
	LINE EXAMPLES ON ONE SET OF PLANS).

	4. MORE INFORMATION IS REQUIRED. ARE THE UNITS TO BE
	INDIVIDUALLY METERED? IF THERE IS A SINGLE WATER METER,
	AN RPZV BACKFLOW WILL BE REQUIRED. SECTION 608.13.2.
	PLEASE CLARIFY. SECTION 106.1.1.

	5. SUBMIT WATER RISER DIAGRAMS FOR EACH UNIT TYPE. SHOW
	ALL PIPE SIZES, VALVES AND WATER HAMMER ARRESTORS
	REQUIRED BY SECTION 604.9. (WASH MACHINES, DISH
	WASHERS, & ICE MAKERS). WATER HAMMER ARRESTORS SHALL BE
	LOCATED IN AN "EFFECTIVE RANGE", (NOT IN THE CEILING),
	PER PDI-WH 201 AND MANUF. INSTALLATION INSTRUCTIONS.
	SECTION 106.3.5.1.3(3)(13)

	6. SUBMIT PLUMBING FLOOR PLANS FOR EACH UNIT SHOWING
	THE SANITARY, WATER, P/T DISCHARGE LINE, EMERGENCY W/H
	PAN DRAIN LINE, THE WATER SERVICE, AND SANITARY SEWER
	LOCATIONS. SECTION 106.3.5.1.3(4)(10).

	7. AN IRRIGATION PERMIT AND PLANS ARE REQUIRED. SECTION
	105.1.

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

Review Stop	Z			ZONING
Rev No	3	Status	F	Date				Cont ID
Sent By				Date	2008-07-03	Time		Rev Time	0.00
Received By	jroach			Date	2008-06-26	Time	10:18	Sent To

Notes

2008-07-03 08:38:35	*FAILED*

	1) SITE PLAN APPROVAL HAS EXPIRED.A NEW APPLICATION
	SHALL BE SUBMITTED FOR AN INFORMAL SITE PLAN REVIEW TO
	THE CITY'S PLANNING AND ZONING DEPARTMENT.AS SHOWN IN
	THE ATTACHED LETTER TO MR. JON SCHMIDT, DATED JUNE 20,
	2008, NO EXTENSION MAY BE GRANTED AS THE APPLICATION
	HAS ALREADY BEEN ISSUED A PREVIOUS EXTENSION, AND HAS
	EXPIRED.

	2) TWO (2) COPIES OF A CURRENT/ACCURATE SURVEY WAS NOT
	SUBMITTED WITH THE PACKAGE.

	QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
	AT (561) 822-1435.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2007-12-18			Cont ID
Sent By	jroach			Date	2007-12-18	Time	15:30	Rev Time	0.00
Received By	jroach			Date	2007-12-18	Time	15:30	Sent To

Notes

2007-12-18 15:35:53	*FAILED*

	1) SITE PLAN APPROVAL HAS EXPIRED.A NEW APPLICATION
	SHALL BE SUBMITTED FOR AN INFORMAL SITE PLAN REVIEW TO
	THE CITY'S PLANNING AND ZONING DEPARTMENT.

	2) TWO (2) COPIES OF A CURRENT/ACCURATE SURVEY WAS NOT
	SUBMITTED WITH THE PACKAGE.

	3) PLEASE REMOVE ONE OF THE SITE PLANS EACH CONTAIN
	DIFFERENT INFORMATION.IT WOULD PROBABLY BE BEST TO
	COPY THE SITE DATA TABLE, ETC. ONTO SHEE A-1 AND REMOVE
	SHEET SP-1.

	4) THE CIVIL PLANS DO NOT MATCH THE SITE/LANDSCAPE
	PLANS.THE CIVIL PLANS SHOW A SIDEWALK CONNECTING THE
	HC SPACE TO THE END UNIT.

	QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
	AT (561) 822-1435.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2007-01-25			Cont ID
Sent By	jroach			Date	2007-01-25	Time	14:59	Rev Time	0.00
Received By	jroach			Date	2007-01-25	Time	14:59	Sent To

Notes

2007-01-25 15:09:29	*FAILED*

	1)PLEASE CLARIFY AS TO WHETHER OR NOT THE TWO (2)
	SURFACE PARKING SPACES WILL BE PROVIDED NEAR EMBASSY
	DRIVE.THESE SPACES ARE SHOWN ON THE LANDSCAPE PLANS,
	BUT NOT ON THE SITE PLAN, NOR THE CIVIL PLANS.PLEASE
	ENSURE THAT ALL PLANS ARE CONSISTENT.

	2) PLEASE NOTE ON THE PLANS THAT THE FENCE WILL BE
	PROVIDED UNDER A SEPARATE PERMIT.....AS A SEPARATE
	PERMIT WILL BE REQUIRED.PLEASE PROVIDE A DETAIL
	ELEVATION OF THE PROPOSED FENCE.UPON APPLYING FOR THE
	FENCE PERMIT, A COMPLETED AND SIGNED EASEMENT RELEASE
	FORM SHALL BE PROVIDED FROM THE CITY'S PUBLIC UTILITIES
	DEPARTMENT.AS THE FENCE IS PROPOSED TO CROSS AN
	EASEMENT, EASEMENT RELEASES SHALL BE PROVIDED FROM ALL
	OF THE UTILITY COMPANIES (ADELPHIA, FP&L, FLORIDA
	PUBLIC UTILITIES, AND BELLSOUTH).

	3) A DATA TABLE SHALL BE PROVIDED ON THE SITE PLAN
	PROVIDING ALL THE NECESSARY CODE COMPLIANT INFORMATION.
	PLEASE CONTACT ME FOR A LIST OF THE NECESSARY DATA.

	4) PLEASE DESIGNATE THE SHADE TREES AND FLOWERING TREES
	WITHIN THE PLANT LIST.

	5) THE PLANT LIST DOES NOT CORRESPOND TO THE LANDSCAPE
	CALCULATION TABLE AS FAR AS THE NUMBER OF TREES/SHRUBS,
	ETC.

	6) NOT ALL PAVEMENT IS SHOWN ON THE CIVIL PLANS (I.E.
	SIDEWALKS, PATIOS, ETC.).

	QUESTIONS/COMMENTS, PLEASE CONTACT JOHN ROACH, SENIOR
	PLANNER, AT (561) 822-1435.