City of West Palm Beach eGovPlus

Plan Review Details - Permit 07020339

Plan Review Stops For Permit 07020339

Review Stop	AD			ADDRESSING
Rev No	4	Status	P	Date	2007-10-31			Cont ID
Sent By	lursu			Date	2007-10-31	Time	09:16	Rev Time	0.00
Received By	lursu			Date	2007-10-31	Time	09:16	Sent To

Notes

2007-10-31 10:18:42	THE SITE ADDRESS FOR BLDG 2 IS CORRECT AS 5840 N
	FLAGLER DR.

Review Stop	AD			ADDRESSING
Rev No	3	Status	F	Date	2007-05-08			Cont ID
Sent By	lursu			Date	2007-05-08	Time	08:55	Rev Time	0.00
Received By	lursu			Date	2007-05-08	Time	08:55	Sent To

Notes

2007-05-08 08:55:54	THE UNITY OF TITLE WAS RECEIVED BY THIS DEPARTMENT. FOR
	BUILDING 2 A NEW ADDRESS WILL BEISSUED AS 5840 N
	FLAGLER DR .THIS ADDRESS WILL BE USED ONLY FOR THE
	PERMIT PURPOSES .THE TWO UNITS INSIDE THE BUILDING WILL
	RECEIVE UNIQUE SITE ADDRESSES .ON THE REVISED SITE
	PLANS AND APPLICATION PLEASE REFLECT THE NEW SITE
	ADDRESS FOR BUILDING 2.

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

Review Stop	AD			ADDRESSING
Rev No	2	Status	F	Date	2007-04-16			Cont ID
Sent By	lursu			Date	2007-04-16	Time	14:44	Rev Time	0.00
Received By	lursu			Date	2007-04-16	Time	14:44	Sent To

Notes

2007-04-16 14:45:17	THE SAME COMMENTS DATED FEB 22, 2007 ARE APLLIED NOW
	.WHEN THE UOT IS RECEIVED THREE NEW ADDRESSES WILL BE
	ASSIGNED TO THESE NEW BUILDINGS.ALSO THE REVISED SITE
	PLANS AND PERMIT APPLICATIONS MUST HAVE THE CORRECT
	ADDRESS .

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

Review Stop	AD			ADDRESSING
Rev No	1	Status	F	Date	2007-02-22			Cont ID
Sent By	lursu			Date	2007-02-22	Time	14:06	Rev Time	0.00
Received By	lursu			Date	2007-02-22	Time	14:06	Sent To

Notes

2007-02-22 14:10:48	THE UNITY OF TITLE IS REQUIRED FOR THE TWO PARCELS
	INVOLVED IN THIS PROJECT : 74434304060380070 &
	74434304060380040.
	BASED ON THE RECORDED UNITY OF TITLE AND THE APPROVED
	SITE PLANS ,NEW UNIQUE SITE ADDRESSES WILL BE ASSIGNED
	TO EACH OF THE THREE BUILDINGS.
	NOTE: THE LIST OF ADDRESSES FOR ALL THE UNITS FOR ALL
	THREE BUILDINGS MUST BE APPROVED BY THE SUPPORT
	SERVICES DEPARTMENT IN CHARGE OF ADDRESSING PRIOR TO
	RELEASE THE CERTIFICATE OF OCCUPANCY.


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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	7	Status	P	Date	2008-12-22			Cont ID
Sent By	jwitmer			Date	2008-12-22	Time	11:39	Rev Time	0.77
Received By	jwitmer			Date	2008-12-22	Time	11:39	Sent To

Notes

2008-12-22 11:39:36

REVISON# 4 DATED 11-12-08

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	6	Status	P	Date	2008-09-02			Cont ID
Sent By	lmartine			Date	2008-09-02	Time	14:20	Rev Time	0.00
Received By	lmartine			Date	2008-09-02	Time	14:20	Sent To

Notes

2008-09-02 14:30:31

REVISION #4, OK

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	P	Date	2008-02-11			Cont ID
Sent By	jwitmer			Date	2008-02-11	Time	15:51	Rev Time	0.77
Received By	jwitmer			Date	2008-02-11	Time	15:51	Sent To

Notes

2008-02-11 15:52:18

S1, S2 & S3

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	P	Date	2007-12-05			Cont ID
Sent By	jwitmer			Date	2007-12-05	Time	09:16	Rev Time	1.22
Received By	jwitmer			Date	2007-12-05	Time	09:16	Sent To

Notes

2007-12-05 09:18:42	* ISSUED PERMIT*
	-PLAN REVIEW HISTORY-

	PERMIT# 07020339
	ADDRESS: 5840 N FLAGLER DR
	CONT: SCOTCORP
	TELL # (561) 747-3800

	THE ATTACHED COMMENTS ARE PART OF THE
	PERMIT AND PLAN REVIEW PACKAGE AND ARE
	NOT TO BE REMOVED FROM THE ISSUED SET OF
	PLANS.106.1.1 ADMINISTRATIVE CODE/ 06.

	BUILDING PROVISOS:

	1) FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF
	ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN
	"A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE
	REQUIRED.

	2) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
	ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
	MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
	ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
	AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
	APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
	AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
	INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
	NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
	STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
	ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
	WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
	REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
	OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
	CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
	DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,
	DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
	PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
	FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
	PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
	DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
	CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
	SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
	OF THE FINAL INSPECTION.

	3) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
	UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
	MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
	AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
	EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
	SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
	PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
	CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
	HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
	SUBJECT TO A FINE NOT TO EXCEED $500.00.IN ADDITION
	TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
	SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
	SECTION 113 OF THIS CHAPTER.

	4) ROOFING PERMIT UNDER SEPERATE PERMIT, PRODUCT
	APPROVALS REVIEWED AS FOLLOWS:
	FLORIDA FILE NUMBER 618-R1/2004
	NOA# 03-0827.11
	SUBSYSTEM: SBS
	DECK TYPE: CONCRETE DECK, INSULATED, NEW CONSTRUCTION
	MAXIMUM DESIGN PRESSURE: -152.5



	BUILDING PLAN REVIEW
	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-MAILCOMMUNICATIONS ARE
	THEREFORE SUBJECT TO PUBLIC DISCLOSURE.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2007-11-01			Cont ID
Sent By	jwitmer			Date	2007-11-01	Time	16:11	Rev Time	2.22
Received By	jwitmer			Date	2007-11-01	Time	16:11	Sent To

Notes

2007-11-01 16:12:34	BUILDING PLAN REVIEW
	PERMIT: 07020339
	ADD: 5820 N FLAGLER BLDG# 2
	CONT: SCOT CORP INC
	TEL: (561)346-9888

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

	3RDTREVIEW
	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) COMPLIED.

	5) BUILDING PROVISO: PROJECT IS LOCATED IN A A- 5,
	MINIMUM ELEVATION FINISH FLOOR
	@ 7'-6", THIS INCLUDES EXTERIOR A/C PADS.PROVIDE
	FLOOD ZONE ELEVATION CERTIFICATE FOR NEW CONSTRUTION
	WITH
	BASE FLOOD ELEVATION 7'-0" , CITY CODE REQUIRES AN
	ADDITIONAL 6".

	6)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.

	7) 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.

	8) COMPLIED, SPECIAL INSPECTOR NOT REQUIRED.

	9) COMPLIED.

	10-13)COMPLIED.

	14)COMPLIED.

	15-18) COMPLIED.

	19) 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.

	20) SEE REMAINDER OF FEES DUE

	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	2007-06-12			Cont ID
Sent By	jwitmer			Date	2007-06-12	Time	12:21	Rev Time	2.22
Received By	jwitmer			Date	2007-06-12	Time	12:21	Sent To	PC

Notes

2007-06-12 12:41:42	BUILDING PLAN REVIEW
	PERMIT: 07020339
	ADD: 5818 N FLAGLER BLDG# 2
	CONT: SCOT CORP INC
	TEL: (561)346-9888

	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) COMPLIED.

	5) BUILDING PROVISO: PROJECT IS LOCATED IN A A- 5,
	MINIMUM ELEVATION FINISH FLOOR
	@ 7'-6", THIS INCLUDES EXTERIOR A/C PADS.PROVIDE
	FLOOD ZONE ELEVATION CERTIFICATE FOR NEW CONSTRUTION
	WITH
	BASE FLOOD ELEVATION 7'-0" , CITY CODE REQUIRES AN
	ADDITIONAL 6".

	6)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.

	7) 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.

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

	9) 110.2* W. P. B. ADMINISTRATIVE
	CODE, INFORMATION THAT IS REQUIRED FOR
	RECORD KEEPING & FOR CERTIFICATE OF
	OCCUPANCY:
	A) COMPLIED.
	B) COMPLIED.
	C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6,
	TABLE 601. SHEET A01.01 INDICATES THIS TO BE A III-B
	TYPE OF CONSTRUCTION. THE BUILDING CODE IS A MINIMUM
	CODE THIS DESIGN IS TRUELY A 5B, IF YOU AS THE DESIGNER
	WANT TO DESIGN TO THE MORE RESTRICTIVE STANDARD, THEN
	WE WILL REQUIRE THE EQUIVALENT THICKNESS FROM THE BLOCK
	MANUFACTURER
	FOR A 2HR RATED BLOCK AS PER TABLE 601 BEARING WALLS.
	D-K)COMPLIED.

	10-13)COMPLIED.

	14) 2ND REQUEST,SHEET A201 INDICATES BETWEEN UNITS
	THE DESIGNER REQUIRES A 2HR FIRE RATED BLOCK, DETAIL#
	5, A800 INDICATESA UL DESIGN U-905 IF UL IS PRODUCING
	THE BLOCK THIS IS OK, THE BLOCK MANUFACTURER NEEDS TO
	SUPPLY THE EQUIVANT BLOCK THICKNESS WITH TYPE OF
	AGGRAGETE FOR A 2 HR RATED WALL BETWEEN UNITS.

	15) 2ND REQUEST,FL BLD CODE 1609.1.4/ R- 301.2.1 :
	COMPONENTS & CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD
	OR RESIDENT INSPECTOR) OF PRODUCT TESTING REPORTS,
	REPORTS WITH PROBLEMS ARE AS FOLLOWS:
	A) PGT "PW-701" PRINT COVERSHEET
	HIGHLIGHT GLASS TYPE TO
	BE USED IN THIS INSTALLATION

	B) SIMONTON CLIPPED MULLION
	LOW PRESSURE SEE END ZONES -72.8 , WINDOW TYPE "C"

	C) PGT CASEMENT LOW PRESSURE ZONE 5 SHEET 7 OF 13
	HIGHLIGHTED5 TYPES OF GLAZING THE HIGHEST PRESSURE IS
	-70 AND THE PRESSURE ZONE IS A -71.76.

	D) PGT ALUM FRENCH DOORS/ W SIDELIGHT-REQUIRES FLORIDA
	COVERSHEET AND ONLY ONE REORT SUBMITTED.

	E) GAF MODIFIED- SHEET 9 OF 40ARE THE SUB SYSTEMS,
	PLEASE CICLE OR HIGHLIGHT THE SECTION YOU ENTEND ON
	USING. NOTE THE PRESSURES AND LIMITATION FOR EACH
	SUBSYSTEM.
	ENHANCED FASTENING WILL BE NEEDED IF THE REPORT
	SELECTED HAS A DESIGN PRESSURE OF LESS THAN -138.44.
	NOTE ALSO FOR ENHANCED FASTENING IF LIMITATIN# 7 IS
	INDICATED THEN PROVIDE THE CALCULATION FOR RAS 117.

	16) 2ND REQUEST R-613.7.1/ 1707.4.5.1 MULLIONS OCCURING
	BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES.
	TESTING REPORTS ARE REQUIRED BY AN APPROVED TESTING
	LABRATORY OR BE ENGINEERED.

	17) COMPLIED.

	18) 2ND REQUEST,THE DESIGNER MAY HAVE STAMPED THE
	PRODUCT AS REVIEWED , PLEASE SEE THE PROBLEMS OF THE
	PRODUCT APPROVALS LISTED ABOVE TO BE CORRECTED BEFORE
	RESUBMITTAL,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.

	19) 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.

	20) CALCULATED VALUE.

	21) IN ADDRESSING THE NEW ADDRESS FOR THIS LOCATION
	PLEASE SEE THAT THE PERMIT APPLICATION WILL NEED TO
	HAVE THE ADDRESS CHANGED AS WELL AS THE PLANS!!!!
	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	2007-03-15			Cont ID
Sent By	jwitmer			Date	2007-03-15	Time	12:07	Rev Time	5.55
Received By	jwitmer			Date	2007-03-15	Time	12:07	Sent To

Notes

2007-03-15 12:11:11	BUILDING PLAN REVIEW
	PERMIT: 07020339
	ADD: 5818 N FLAGLER BLDG# 2
	CONT: SCOT CORP INC
	TEL: (561)346-9888

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

	2) FL S S 713.13
	NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
	THE COURT.
	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) 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) UNITY OF TITLE: THE PROPOSED BUILDING STRUCTURE
	TRANSGRESSES LEGAL BOUNDARY LINES
	BETWEEN THE LOTS WHICH COMBINE TO FORM
	'THE SITE'.A 'UNITY OF TITLE' SHALL BE
	RECORDED AT THE COUNTY COURTHOUSE.
	SUBMIT A COPY OF THE RECORDED 'UNITY OF
	OF TITLE' DOCUMENT SO THAT FBC TABLE 600
	BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
	NOT APPLICABLE.

	5)PROJECT IS LOCATED IN AN A- 5, MINIMUM ELEVATION
	FINISH FLOOR
	@ 7'-6", THIS INCLUDES EXTERIOR A/C PADS.
	PROVIDE FLOOD ZONE ELEVATION CERTIFICATE FOR NEW
	CONSTRUCTION WITH
	BASE FLOOD ELEVATION 7'-0", CITY CODE REQUIRES
	AN ADDITIONAL 6".

	6)109.3.10* IMPACT OF CONSTRUCTION.
	ALL CONSTRUCTION ACTIVITY REGULATED BY
	THIS CODE SHALL BE PERFORMED IN A MANNER
	SO AS NOT TO ADVERSELY IMPACT THE
	CONDITION OF ADJACENT PROPERTY, UNLESS
	SUCH ACTIVITY IS PERMITTED TO AFFECT
	SAID PROPERTY PURSUANT TO A CONSENT BY
	THE APPLICABLE PROPERTY OWNER, UNDER
	TERMS & CONDITIONS AGREEABLE TO THE
	APPLICABLE PROPERTY OWNER. THIS INCLUDES
	BUT IS NOT LIMITED TO THE CONTROL OF
	DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
	DEBRIS, AND THE STORAGE OF CONSTRUCTION
	MATERIALS. NEW CONSTRUCTION ACTIVITY
	SHALL NOT ADVERSELY IMPACT HISTORIC
	SURFACE WATER DRAINAGE FLOWS SERVING
	ADJACENT PROPERTIES, & MAY REQUIRE
	SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE
	POSITIVE PATTERNS OF THE AFFECTED SITES.
	ACCORDINGLY, DEVELOPERS, CONTRACTORS,
	AND OWNERS OF ALL NEW RESIDENTIAL
	DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
	PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
	ITEMS, ON EXISTING PROPERTIES RESULTING
	IN A DECREASE IN EXCESS OF 800SQ FT OF
	PERMEABLE LAND AREA ON ANY PARCEL SHALL
	AS A PERMIT CONDITION, PROVIDE A
	PROFESSIONALLY PREPARED DRAINAGE PLAN
	CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE
	IMPROVEMENT, A CERTIFICATE FROM A
	LICENSED ENGINEER SHALL BE SUBMITTED TO
	THE INSPECTOR IN ORDER TO RECEIVE
	APPROVAL OF THE FINAL INSPECTION.

	7) 109.3.10.1 HURRICANE PROTECTION.
	IT SHALL BE UNLAWFUL FOR ANY PERSON TO
	ALLOW CONSTRUCTION RELATED MATERIALS
	EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION
	SITE FROM 24 HRS. AFTER A HURRICANE
	WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN
	LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
	EQUIPMENT AND DEBRIS SHALL BE EITHER
	REMOVED FROM THE CONSTRUCTION SITE OR
	SECURED IN SUCH A MANNER AS TO MINIMIZE
	THE DANGER OF SUCH CONSTRUCTION
	MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH
	WINDS.ANY PERSONS WHO FAILS TO COMPLY TO
	REMOVE OR SECURE THE CONSTRUCTION
	MATERIALS EQUIPMENT AND DEBRIS WITHIN
	24 HRS AFTER A HURRICANE WATCH HAS BEEN
	ISSUED SHALL BE SUBJECT TO A FINE NOT TO
	EXCEED $500.00.
	IN ADDITION TO THE ABOVE, A LICENSED
	CONTRACTOR WHO VIOLATES THIS SECTION
	SHALL BE SUBJECT TO DISCIPLINE PURSUANT
	TO SECTION 113 OF THIS CHAPTER.


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




	9) 110.2* W. P. B. ADMINISTRATIVE
	CODE, INFORMATION THAT IS REQUIRED FOR
	RECORD KEEPING & FOR CERTIFICATE OF
	OCCUPANCY:
	A) THE EDITION OF THE 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.
	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 BEDROOMS
	H) SQ. FT. LIV. SPACE/ FL
	I) SQ. FT. FOOTPRINT
	J) SQ. FT. UNDER ROOF (TOTAL)
	J) FLOOD ZONE
	K) FLOOD ELEVATION

	10) S-02 THE FOUNDATION INDICATES IT IS DESIGNED TO THE
	REQUIREMENTS OF 1603.1-BLDG
	BUT NO WHERE DOES THE BUILDING STATE IT MEETS THE SAME
	STANDARD.
	2006 FL. BLDG CODE 1603.1.4-BLDG /THE
	FOLLOWING INFORMATION RELATED TO WIND
	SHALL BE SHOWN ON THE CONSTRUCTION
	DRAWINGS,
	1)- BASIC WIND SPEED, MPH
	2)- WIND IMPORTANCE FACTOR, & BUILDING
	CATEGORY
	3)- WIND EXPOSURE
	4)- INTERNAL PRESSURE COEFFICIENT,
	5)- COMPONENTS & CLADDING, THE DESIGN
	WIND PRESSURES IN TERMS OF PSF.

	11) NOTE THE REMAINDER OF THIS REVIEW WILL BE COMPLETED
	UNDER THE 2004/ 2006 FLORIDA BUILDING CODE -
	RESIDENTIAL, FOR ONE & TWO RESIDENTIAL.
	ALTHOUGH NO SPRINKLER IS REQUIRED, SHEET A01.1/ BLDG1
	INDICATES ALL BUILDINGS ARE TO BE FIRE SPRINKLED, SP-1
	DOESN'T INDICATE IF THIS SYSTEM IS TO BE A FULL 13 OR A
	13-R SYSTEM?
	BY DEFINITION THIS STRUCTURE IS CONSIDERED A R-3
	OCCUPANCY, A R-2 IS FOR MORE THAN 2 UNITS SEE SECTION
	310 FBC- BUILDING.



	12) S-02 NEITHER THE FOUNDATION NOR THE SLAB ON GRADE
	NOTE CODE COMPLIANCE FOR TERMITE TREATMENT: RESIDENTIAL
	-R 320.

	13) S-02 STRUCTURAL STEEL NOTE # 7 INDICATES THE WRONG
	ASCE 7-98.PLEASE CORRECT.

	14)SHEET A201 INDICATES BETWEEN UNITS THE DESIGNER
	REQUIRES A 2HR FIRE RATED BLOCK, DETAIL# 5, A800
	INDICATESA UL DESIGN U-905 IF UL IS PRODUCING THE
	BLOCK THIS IS OK, THE BLOCK MANUFACTURER NEEDS TO
	SUPPLY THE EQUIVALENT BLOCK THICKNESS WITH TYPE OF
	AGGREGATE FOR A 2 HR RATED WALL BETWEEN UNITS.

	15)FL BLD CODE 1609.1.4/ R- 301.2.1 :
	COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
	INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS
	FOLLOWS:

	A) WINDOWS
	CASEMENT 1) HIGHLIGHT TYPE OF GLASS TO BE USED 2)
	DEPENDING ON TYPE OF GLASS ZONE 4 MAY BE OK BUT ZONE 5
	- PRESSURE IS -74.5

	FIXED GLASS- OK

	GLASS BLOCK 1) PRESSURE ZONE 5 PRESSURES -77.23
	2) S-04 NORTH ELEVATION MISSING ZONE 5 ON ELEVATIONS
	3) MUST MEET REQUIREMENTS OF 2110- FBC-B

	B)EXTERIOR DOORS
	1) DISCREPANCY- A101 & A102
	THE DOOR SCHEDULE INDICATES DOOR # 3 TO BE A PAIR OF
	FRENCH DOORSA102 INDICATES THESE DOORS TO BE FRENCH
	DOORS WITH SIDE LIGHTS & TRANSOM WHEREAS THE
	MIAMI-DADE NOA 05-0829.08 INDICATES A MAXIMUM WIDTH OF
	72?, EITHER A STRUCTURAL MULLION AND FIXED WINDOW
	REPORT REQUIRED OR A PRODUCT APPROVAL WITH SIDE LIGHT
	AS PART OF THE CONFIGURATION.

	C) MULLIONS: NO REPORT SUBMITTED FRENCH DOORS & FIXED
	GLASS

	D) OVERHEAD GARAGE DOOR: PLEASE HIGHLIGHT WHICH MODEL
	DOOR TO BE USED,
	PRODUCE CLEARER /DARKER NOA REPORT FOR RECORD KEEPING
	PURPOSES.

	E) ROOFING ASSEMBLIES: REPORT SUBMITTED 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 ___ 2&3___ .

	__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.

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

	16)R-613.7.1/1707.4.5.1 MULLIONS OCCURRING BETWEEN
	INDIVIDUAL WINDOW AND GLASS
	DOOR ASSEMBLIES. TESTING REPORTS ARE REQUIRED BY AN
	APPROVED TESTING LABORATORY OR BE ENGINEERED.

	17)1707.4.5.2 / R613.7.2 MULLIONS SHALL BE DESIGNED
	TO TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE
	WINDOW OR DOOR ASSEMBLIES TO THE ROUGH OPENING
	SUBSTRATE.

	18WPB 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.


	19) S-04 VS A-101& A102 THE EAST ELEVATIONS 2ND AND
	THIRD FLOOR WINDOW ARE IN THE END ZONE # 5 AS THEY ARE
	CURRENTLY CONFIGURED BY 4? WHICH SHOULD REFLECT HIGH
	PRESSURES.

	20) ADDITIONAL INFORMATION REQUIRED, S-04 EAST
	ELEVATION INDICATES A # 7 ON THE END ZONES OF THE
	PARAPET?
	21) SHEET A101 IS MISSING THE WALL TAG IDENTIFYING THE
	WALL TYPE THE SAME WITH THE DOOR OPENING.


	.
	22 ) 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
	PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION. )

	23) SEE CALCULATED VALUE OF PROJECT AND
	ASSOCIATED PERMIT FEES OUTSTANDING.

	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	P	Date	2007-10-26			Cont ID
Sent By	dpalmer			Date	2007-10-26	Time	11:15	Rev Time	0.00
Received By	dpalmer			Date	2007-10-26	Time	11:15	Sent To

Notes

2007-10-26 11:15:45	REDLINED PLANS

	A/C CU DISCONNECTS TO BE ON WALL AND MEET 110.26. MOVED
	PER OWNER/GC ARCHITECT.


	** ADDRESSING STILL NEEDS TO BE CORRECTED AS PLANS
	INDICATES A SEPARATE ADDRESS THAN SYSTEM. CHANGES TO BE
	MADE BY THE ADDRESSING REVIEWER. THIS INFORMATION WAS
	SENT BY E-MAIL.

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2007-04-15			Cont ID
Sent By	dpalmer			Date	2007-04-15	Time	15:59	Rev Time	0.00
Received By	dpalmer			Date	2007-04-15	Time	15:52	Sent To

Notes

2007-04-15 15:59:54	******* UNSAT 2ND REVIEW *********

	1) NOTE: PLEASE SEE PREVIOUS NOTES WITH RESPECT TO
	CODES REQUIRED TO BE STATED ON PLANS FOR PROJECT. THESE
	WERE ADDED TO ELECTRICAL SHEETS; HOWEVER CODES COULD
	NOT BE LOCATED ON ARCHITECTURAL SHEETS.
	FBC 106.1.2
	FBC 2004 W/2006 REVISIONS
	2005 NFPA-70
	2003 NFPA-101
	2002 NFPA-72

	2) NOTE: PLEASE BE SURE THE TITLE BLOCKS FOR THE
	ARCHITECTURE FIRM AS LICENSED THROUGH THE STATE
	CONTAINS THE PRINTED FIRM CERTIFICATE OF AUTHORIZATION
	NUMBER ON ALL SHEETS WHICH CONTAIN THE FIRM.
	ON ANY SHEETS WHICH DO NOT NEED TO BE REPLACED, THIS
	MAY BE HAND PRINTED OR STAMPED ON SHEETS.
	FAC 61G1-16.004, FS481.219 *SEE ATTACHED PRINT OUT FROM
	THE STATE OF FLORIDA.

	3) NOTE: PLEASE SEE THE MINIMUM CLEARANCES FOR THE A/C
	CU DISCONNECTS DOES NOT MEET 110.26

	4) NOTE: PLEASE SEE 422.13 AS THE LOADS FOR THE WATER
	HEATER MUST BE FIGURED INTO LOAD CALCULATIONS AT 125%.

	6) NOTE: PLEASE SEE THE NEW SERVICE AS SHOWN MUST HAVE
	THE GROUNDING ELECTRODE CONDUCTOR CONTINUOUS TO FOOTER
	STEEL WITH ALL ITEMS AS SHOWN ON GROUNDING RISER PER
	250.66
	SHOWS #4, WHEN THIS SHOULD BE THE #2. 250.64C
	250.66C IS USED WHEN THE SOLE CONNECTION.
	PLEASE CLARIFY ANY METALLIC COLD WATER PIPE ?

	7) NOTE: PLEASE SEE CODE SECTIONS FOR LOAD CALCULATIONS
	FOR EACH ARE FROM THE 2002 NEC.
	PLEASE ADJUST TO THE 2005 NEC.

	* 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	2007-03-02			Cont ID
Sent By	dpalmer			Date	2007-03-02	Time	17:12	Rev Time	0.00
Received By	dpalmer			Date	2007-03-02	Time	17:05	Sent To

Notes

2007-03-02 17:16:03	* UNSAT

	1) NOTE: PLEASE KNOW THAT PERMIT APPLICATION HAS BEEN
	SUBMITTED AFTER DECEMBER 8TH, 2006 WHICH PLACES
	PROJECTS UNDER THE NEW CODES ADOPTED BY THE STATE.
	PLEASE SEE THAT THIS SHALL INCLUDE 2006 REVISIONS TO
	THE 2004 FBC FOR ALL TRADES AND THE 2005 NFPA-70.
	PLEASE KNOW THERE ARE CHANGE SIN THE FBC WHICH WILL
	AFFECT DESIGNS FOR ALL TRADES.
	PLEASE ALSO SEE ELECTRICAL CHANGES UNDER THE 2005
	INCLUDING ANY SECTIONS OF CODES WHICH ARE REFLECTED ON
	PLANS FROM THE PREVIOUS 2002 NEC.
	PLEASE LIST THE FOLLOWING FOR THIS REVIEWER AT A
	MINIMUM.
	2004 FBC W/ 2006 REVISIONS.
	2005 NFPA-70
	2002 NFPA-72
	2003 NFPA-101

	2) NOTE: PLEASE SEE MISSING LICENSE INFORMATION AND
	OTHER INFORMATION ON TITLE BLOCKS FOR LANDSCAPE
	SHEETS.
	PLEASE SEE FLORIDA ADMINISTRATIVE CODE 61G1-16.004 AND
	FS 481.219
	THIS IS REQUIRED WHETHER OR NOT COMMENT IS MADE BY
	OTHER TRADE(S).

	3) NOTE: PLEASE SEE PLANS APPEAR TO SHOW A D FOR WHAT
	IS BEING ASSUMED AS A SMOKE DETECTOR. PLEASE KNOW THAT
	AS THE SYMBOL LEGEND DOES NOT CORRELATE WITH PLANS IT
	CAN NOT BE CONFIRMED AT THIS TIME.
	PLEASE KNOW THAT A MEETING WAS HELD AT THE SOUTHERN
	SECTION MEETING IN OCT 06 WHERE WE WERE DIRECTLY
	INFORMED BY NFPA THAT THE USE OF SD FOR SMOKE DETECTORS
	ON PLANS FOR RESIDENTIAL HOMES IS NOT ACCEPTABLE WHEN
	THESE DEVICES ANY ACTUALLY FALL UNDER THE DEFINITIONS
	OF SMOKE ALARMS WHICH WOULD BE SHOWN AS SA/SMOKE
	ALARMS.
	THIS INFORMATION WAS NEW TO THIS AHJ AS THE GENERAL USE
	OF THE SD FOR SMOKE DETECTORS WAS ALWAYS ACCEPTED. BY
	THE DEFINITIONS AS STATED IN NFPA-72 A SD/ SMOKE
	DETECTOR IS ONLY A DEVICE WHICH WILL DETECT AND WILL
	NOT SOUND AN AUDIBLE ALARM. THIS WOULD BE DONE BY
	HORN/SIREN TYPE DEVICES. PLEASE SEE THE DEFINITIONS OF
	SA/SMOKE ALARMS; THESE ARE DEVICES WHICH ARE 120V (AS
	SHOWN) AND WOULD DETECT AND SOUND AN ALARM. THIS IS
	SOMETHING THAT IS NOW BEING COMMENTED ON OTHER REVIEWS
	FOR OTHER NEW HOMES.
	** PLEASE SEE THAT SMOKE ALARMS ARE STATED IN THE FBC
	RESIDENTIAL CODE/ FBC AND IN NFPA-72.
	IF THERE ARE ANY QUESTIONS ON THIS COMMENT PLEASE DO
	NOT HESITATE IN CONTACTING THIS OFFICE*.
	PLEASE SEE NFPA-72 11.5.1.1, 11.8.3

	4) NOTE: PLEASE KNOW THATTHE PLANS NEED TO LABEL AND
	PROVIDE ROOM AND ARE DESIGNATIONS ON PLANS AND
	CORRELATE WITH THE PANEL SCHEDULES SHOWING ALL ROOMS
	AND AREAS IN WHICH CIRCUITS FEED WILL BE REQUIRED FOR
	EACH PANEL. PLEASE SEE TEXT WHICH IS TAKEN FROM
	COMMENTARY IN THE CODE WHICH STATES THE USE OF GEN LT
	ETC IS NOT ACCEPTABLE.

	*SECTION 408.4 WAS REVISED FOR THE 2005 CODE TO REQUIRE
	THAT THE IDENTIFICATION FOR EVERY CIRCUIT SUPPLIED BY A
	PANEL-BOARD OR SWITCHBOARD BE LEGIBLE AND CLEARLY STATE
	THE SPECIFIC PURPOSE FOR WHICH THE CIRCUIT IS USED.
	CIRCUITS USED FOR THE SAME PURPOSE MUST BE IDENTIFIED
	AS TO THEIR LOCATION. FOR EXAMPLE, SMALL APPLIANCE
	BRANCH CIRCUITS CAN SUPPLY OUTLETS IN THE KITCHEN,
	DINING ROOM, AND KITCHEN COUNTERTOPS. IDENTIFYING THE
	CIRCUITS AS SMALL APPLIANCE BRANCH CIRCUITS IS NOT
	ACCEPTABLE; INSTEAD, THEY SHOULD BE IDENTIFIED AS
	``KITCHEN WALL RECEPTACLES,'' ``DINING ROOM FLOOR
	RECEPTACLE,'' OR ``KITCHEN COUNTERTOP RECEPTACLES LEFT
	OF SINK.'' CIRCUIT DIRECTORIES CONTAINING MULTIPLE
	ENTRIES WITH ONLY ``LIGHTS'' OR ``OUTLETS'' DO NOT
	PROVIDE THE SUFFICIENT DETAIL REQUIRED BY THIS
	SECTION.*
	408.4, 310.16, 240.4 ETC
	FBC 106.3.5.4

	5) NOTE: PLEASE LABEL DEVICES WHICH ARE SHOWN OUTSIDE
	AS TO WHICH PANEL THEY ARE BEING FED FROM. PLEASE SEE
	THAT THE OUTSIDE GFI IS BEING SHOWN BY BOTH CONDENSING
	UNITS YET ONE GFI MAY NOT BE USED TO SERVICE OTHER
	OWNERS UNIT UNLESS A HOUSE PANEL IS PROVIDED? PLEASE
	ALSO SEE NOTE FOR SERVICE AS METER/MAIN COMBO PANELS
	ARE BEING SHOWN YET THE CU'S ARE BEING FED FROM PANELS
	INSIDE.
	210.25
	FBC 106.1.2, 106.3.5.4

	6) NOTE: PLEASE SEE THAT THIS IS CONSIDERED ONE
	BUILDING AND ONLY ONE ELECTRICAL SERVICE IS PERMITTED.
	230.2
	PLEASE REVISE SERVICE RISER WHICH MAY INCLUDE TWO
	METERS FOR THE MULTI-FAMILY BUILDING.
	PLEASE KNOW ONE THE RISER IS REVISED, REVIEW OF NEW
	RISER WILL TAKE PLACE.

	7) NOTE: PLEASE SEE THAT THE GROUNDING ELECTRODE DETAIL
	DOES NOT CARRY THE GROUNDING ELECTRODE CONDUCTOR TO THE
	REQUIRED FOOTER STEEL BEING LOCATED IN THE BOTTOM OF
	THE FOOTER AS REQUIRED PER 250.50,250.52.
	PLEASE SEE ONE NOTE MENTIONS SLAB, ONE SHOWS WALL
	CONNECTION? PLEASE ADJUST RISER FOR THIS.

	8) NOTE: PLEASE SEE 210.52C1-5.
	PLEASE SEE UNIT A AS THE COUNTER SPACE GFI DOES NOT
	SEEM TO SERVE COUNTER FOR WHAT SEEMS TO BE SHOWN AS A
	PENINSULAR.
	PLEASE ALSO SEE THAT THE GFI AS SHOWN APPEARS TO BE
	LOCATED ON THE WALL WHICH IS IN THE DINING AREA. PLEASE
	ALSO SEE 210.52 AND SEE OTHER UNIT AND GO OVER COUNTER
	SPACE DEVICES AS ONE OR TWO APPEAR TO BE NEEDED.

	9) NOTE: PLEASE BE SURE ALL SYMBOLS ON PLANS CORRELATE
	WITH THE SYMBOL LEGEND. PLEASE SEE SOME ITEMS ON PLANS
	WHICH ARE NOT LISTED.
	FBC 106.1.2, 106.3.5.4.

	10) NOTE: PLEASE SEE NOTES FORM OTHER TRADES WHICH MAY
	AFFECT ELECTRICAL PLANS AND SHEETS.
	PLEASE SEE NOTES FROM ADDRESSING REVIEWER WHICH MAY
	AFFECT THE TITLE BLOCKS FOR ADDRESSING OF PROJECT.

	11) NOTE: PLEASE SEE THAT AS THIS BUILDING IS LOCATED
	IN A FLOOD ZONE, PLEASE INDICATE THE HEIGHT OF THE
	EQUIPMENT/ ELEVATION DETAIL. REQUIRED FOR ELECTRICAL
	SERVICE AND A/C EQUIPMENT ALSO.

	12)NOTE: PLEASE SEE BOTH CU'S ARE SHOWN BEING FED
	FROM THE SAME UNIT "A".

	13) NOTE:PLEASE PLACE NOTE ON PLANS FOR ANY RECESSSED
	LIGHTING TO MEET THE FBC 2004 W/2006 REVSION SECTION
	13-606.1.ABC.1.2.4

	* 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	ENG			ENGINEERING CSD
Rev No	5	Status	P	Date	2007-11-13			Cont ID
Sent By	rchokshi			Date	2007-11-13	Time	11:23	Rev Time	0.00
Received By	rchokshi			Date	2007-11-13	Time	11:17	Sent To

Notes

2007-11-13 11:23:34	PASSED PER JONATHAN BRAMLEY'S E-MAIL COMMENTS DATED
	11/02/07 & 11/09/07.

Review Stop	ENG			ENGINEERING CSD
Rev No	4	Status	P	Date	2007-11-13			Cont ID
Sent By	rchokshi			Date	2007-11-13	Time	10:41	Rev Time	0.00
Received By	rchokshi			Date	2007-11-13	Time	10:36	Sent To

Notes

2007-11-13 10:41:35	PASSED PER JONATHAN BRAMLEY'S E-MAIL COMMENTS DATED
	11/02/07 & 11/09/07.

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	F	Date	2007-10-30			Cont ID
Sent By	rchokshi			Date	2007-10-30	Time	11:30	Rev Time	0.00
Received By	rchokshi			Date	2007-10-30	Time	11:18	Sent To

Notes

2007-10-30 11:30:29	1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
	PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
	NOI.
	YOU CAN GET NOI INFO FROM
	WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
	NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
	EFFECTIVE MAY 1, 2003
	2.PLEASE SHOW ON CALCULATION THAT YOU HAVE CONSIDERED
	FLOOD ZONE AREA, & 5,10, 25, 100 YEAR FLOOD CRITERIA
	AND CROWN OF THE ROAD WHEN YOU DETERMINEDTHE FIRST
	FLOOR ELEVATION.
	5. PLEASE SHOW ON DRAINAGE DRAWINGTHE SITE AREA,
	GREEN, LAKE,PARKING AREA, IMPERVIOUS,PERVIOUS AREAYOU
	ARE DEVELOPING FOR THIS PROJECT . PLEASEMAKE SURE
	THESE AREAS SHOWN ON DRAINAGE DRAWINGS MUST MATCH WITH
	AND USED IN STORM WATER QUALITY CALCULATIONS. PLEASE
	PROVIDE A COPY OF THESE CALCULATIONS.
	6. PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE
	SO, WE CANSEE THE LAYOUT OF STORM WATER PIPES FROM
	ALL OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE
	CONTROL STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING
	ELEVATION, ETC ON DRAWINGS, CALCULATION FOR
	EXFILTRATION TRENCHES, PLEASE SHOW DRY DETENTION/WET
	DETENTION AREAS IN STORM WATER CALS IF YOU HAVE ALL
	THESE.
	7. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
	YOUR SITE FOR STORM WATER DRAIN SO YOUR SITE DO NOT GET
	FLOODED AND HAVE ENOUGH DRAINS.
	8. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, & REVISED
	STORM WATER QUALITY CALCULATIONS & RESUBMIT GEOTECH
	REPORT.STORM WATER CALS MUST BE APPROVED FROM 1000
	45TH STREET ENGINEERING SERVICES BEFORE WE ISSUE
	PERMIT.
	9. POLLUTION PREVENTION DETAILS:PLANS SHOWING SILT
	FENCE AROUND THE SITE & CATCH BASINS DURINGALL
	DEMOLITION PHASE.HEIGHT OF FENCE SHOULD BE HIGH
	ENOUGH PER FDEP TO STOP DUST PARTICLES. YOU HAVE SHOWN
	SILT FENCE DURING CONSTRUCTION PHASE BUT NOT DURING
	DEMOLITION PHASE.
	10. 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	2	Status	F	Date	2007-05-10			Cont ID
Sent By	rchokshi			Date	2007-05-10	Time	10:03	Rev Time	0.00
Received By	rchokshi			Date	2007-05-10	Time	09:46	Sent To

Notes

2007-05-10 10:02:50	FAILED FOR FOLLOWING REASONS:

	1. PLEASE WRITE NOTES ON DRAWINGS FOR HANDICAP PARKINGS
	PER ADA & ETC.
	2.PLEASE WRITE A NOTES ON DRAWINGS THAT DUMPSTER
	LOCATION IS ACCESSIBLE FOR CITY'S PICK UP TRUCK. 3.YOU
	WROTE IN YOUR COMMENT THAT WATER QUALITY CAS ARE BEING
	SUBMITTED SAPERATELY.I HAVE NOT RECEIVED YET AT CITY
	HALL.WATER QUALITY CALS ARE NOT IN THE PACKAGE YOU
	SUBMITTED AT CONSTRUCTION SERVICE, CITY HALL. PLEASE DO
	NOT SEND PACKAGE AT 45TH STREET, ENG DEPT.
	4. POLLUTION PREVENTION: PLEASE SHOWTHE HEIGHT OF
	THE SILTFENCE AROUND THE SITE, SILT FENCE HEIGHT
	SHOULD BE HIGH ENOUGH TO STOP FLYING DIRT. EACH PROJECT
	MUST SHOW POLLUTION PREVENTION PLAN IN THEIR OWN
	DRAWING SETS. NO CROSS REFERENCES, PLEASE.
	5. THE CITY'S UTILITY HAS TO APPROVE FIRST BEFORE WE
	APPROVE IT.

	PLEASE NOTE THAT WHEN YOU HAVE MORE THAN ONE PERMIT #,
	IN THE SAME SITE YOU NEED TO PROVIDE INDEPENDENT PERMIT
	REQUIREMENTS, LIKE YOU ARE PREPARING A DRAWING SET FOR
	EACH BUILDING. WATER QUALITY CALS MAY BE ONEFOR WHOLE
	SITE, STILL WE LOOK AT AS IT IS AN INDEPENDENT OF EACH
	OTHER AND WE FILE SEPARATELY BY PERMIT #.HOPE THIS
	CLEARIFICATION HELP YOU.

	PLEASE RESPOND EACH ITEM YO EXPEDITE THE PERMITTING.

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2007-03-08			Cont ID
Sent By	rchokshi			Date	2007-03-08	Time	16:00	Rev Time	0.00
Received By	rchokshi			Date	2007-03-08	Time	16:00	Sent To

Notes

2007-03-08 16:00:13	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.,YOU CAN GET STANDARD NOTES OF
	CITY OF WPB IN A C.D. FROM 1000 45TH STREET. WE SHOULD
	HAVE THOSE NOTES ON YOUR DRAWINGS.
	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, & FLOOD
	ZONE,FIRST FLOOR ELEVATION MUST MEET THESE
	MINIMUMREQUIREMENTS.
	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, ?
	6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
	PROJECT ONLY ?ALSO, WHAT IS TOTAL PERVIOUS,&
	IMPERVIOUSAREA FOR THIS PROJECT.
	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
	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	I			INCOMING/PROCESSING
Rev No	10	Status	N	Date	2009-11-10			Cont ID
Sent By	lmartine			Date	2009-11-10	Time	16:41	Rev Time	0.00
Received By	lmartine			Date	2009-11-10	Time	16:41	Sent To

Notes

2009-11-10 16:43:23	******************EXPEDITED******************
	GAVE TO KENNY

Review Stop	I			INCOMING/PROCESSING
Rev No	9	Status	N	Date	2009-11-10			Cont ID
Sent By	lmartine			Date	2009-11-10	Time	16:31	Rev Time	0.00
Received By	lmartine			Date	2009-11-10	Time	16:31	Sent To

Notes

2009-11-10 16:31:48	******************EXPEDITED********************
	GAVE TO RON

Review Stop	I			INCOMING/PROCESSING
Rev No	8	Status	N	Date	2008-12-03			Cont ID
Sent By	adarroug			Date	2008-12-03	Time	09:32	Rev Time	0.00
Received By	adarroug			Date	2008-12-03	Time	09:32	Sent To

Notes

2008-12-03 09:34:50

TO "COMM" BD#10

Review Stop	I			INCOMING/PROCESSING
Rev No	7	Status	N	Date	2008-08-15			Cont ID
Sent By	adarroug			Date	2008-08-15	Time	10:01	Rev Time	0.00
Received By	adarroug			Date	2008-08-15	Time	10:01	Sent To	B

Notes

2008-08-15 10:02:00

TO "LMARTINEZ" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	6	Status	N	Date	2008-05-19			Cont ID
Sent By	adarroug			Date	2008-05-19	Time	16:20	Rev Time	0.00
Received By	adarroug			Date	2008-05-19	Time	16:20	Sent To	B

Notes

2008-05-19 16:20:34

TO "JWITMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2008-02-08			Cont ID
Sent By	adarroug			Date	2008-02-08	Time	10:44	Rev Time	0.00
Received By	adarroug			Date	2008-02-08	Time	10:44	Sent To	B

Notes

2008-02-08 10:45:56

TO "JWITMER" DESK/REV

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2007-11-29			Cont ID
Sent By	adarroug			Date	2007-11-29	Time	12:39	Rev Time	0.00
Received By	adarroug			Date	2007-11-29	Time	12:39	Sent To

Notes

2007-11-29 12:39:28

WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2007-10-03			Cont ID
Sent By	adarroug			Date	2007-10-03	Time	11:16	Rev Time	0.00
Received By	adarroug			Date	2007-10-03	Time	11:16	Sent To

Notes

2007-10-25 14:55:49	TO "COMM" BD#43
2007-10-03 11:16:34	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-04-05			Cont ID
Sent By	spalmer			Date	2007-04-05	Time	17:56	Rev Time	0.00
Received By	spalmer			Date	2007-04-05	Time	17:56	Sent To

Notes

2007-04-09 08:51:39	TO "COMM" BD#55/PLANS ON RACK/2 ROLLS
2007-04-05 17:56:47	WAITING FOR COMM BOARD

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-03-15			Cont ID
Sent By	jwitmer			Date	2007-03-15	Time	12:08	Rev Time	0.00
Received By	jwitmer			Date	2007-02-15	Time	15:59	Sent To

Notes

2007-02-26 13:14:49	TO "COMM" BD#26
2007-02-15 15:59:27	WAITING FOR "COMM" BD

Review Stop	M			MECHANICAL (A/C)
Rev No	5	Status	P	Date	2009-11-17			Cont ID
Sent By	rregueir			Date	2009-11-17	Time	15:32	Rev Time	0.00
Received By	rregueir			Date	2009-11-17	Time	15:32	Sent To

Notes

2009-11-17 15:32:33

ALL PREVIOUS PROVISOS ON REVISION HAVE BEEN ADDRESSED.

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	P	Date	2009-11-11			Cont ID
Sent By	rregueir			Date	2009-11-11	Time	11:03	Rev Time	0.00
Received By	rregueir			Date	2009-11-11	Time	10:19	Sent To

Notes

2009-11-11 11:02:55	PROVISO REVISED AC-1 THRU AC-4 DELTA 4

	PG AC-1: REVISE PLAN TO COORDINATE SIZE OF FLEX DUCT
	FEEDING THE FIRST FLOOR. THE SECOND FLOOR PLAN SHOWS
	THIS AS 12 INCH ROUND WHILE THE FIRST FLOOR PLAN SHOWS
	THIS SAME DUCT AS 8 INCH ROUND. WHICH IS CORRECT?

	PG AC-2: BEDROOM 2 BATHROOM EXHAUST DUCT IS MSSING
	SIZE. DRYER EXHAUST DUCT IS MISSING SIZE. REVISE PLAN
	TO SHOW MISSING DUCT SIZES.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2007-10-30			Cont ID
Sent By	tgordon			Date	2007-10-30	Time	08:15	Rev Time	0.25
Received By	tgordon			Date	2007-10-30	Time	08:15	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2007-05-01			Cont ID
Sent By	rregueir			Date	2007-05-01	Time	07:07	Rev Time	0.00
Received By	rregueir			Date	2007-04-30	Time	19:32	Sent To

Notes

2007-05-01 07:07:51	-------------DENIED---------------

	THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
	PREVIOUS COMMENTS FOR CONTINUITY.

	1. OK

	2. OK

	3. NOT ALL DUCT DIRECTIONAL NOTES CORRECTED.

	4. OK

	5. OK

	6. NOT ALL DUCT DIRECTIONAL NOTES CORRECTED.

	7. OK

	8. OK

	9. OK

	10. OK

	11. REFRIGERANT PIPE DETAIL SHOWS CONDENSATE FROM
	AUXILIARY DRAIN PAN BEING DISCHARGED THRU AUXILIARY
	WATER HEATER LINE. WATER HEATER IS NOT SHOWN IN A/C
	CLOSET ON PLUMBING PLANS. AUXILIARY DRAIN PAN FOR A/C
	CONDENSATE SHOULD HAVE EITHER A FLOAT SWITCH OR A
	SECONDARY DRAIN LINE PIPED TO A CONSPICUOUS LOCATION
	PER FRC M1411.3.1. CONDENSATE OVERFLOW CAN NOT BE
	DISCHARGED INTO AN AUXILIARY WATER HEATER LINE AS IT
	WILL NOT PROVIDE WARNING OF A PROBLEM WITH THE PRIMARY
	CONDENSATE DRAIN.

	12. OK

	13. DRYER EXHAUST TERMINATION AT ROOF REQUIRES
	BACKDRAFT DAMPER PER FRC M1501.1.

	14. OK

	REVIEWED BY:
	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-03-15			Cont ID
Sent By	rregueir			Date	2007-03-15	Time	08:18	Rev Time	0.00
Received By	rregueir			Date	2007-03-14	Time	10:21	Sent To

Notes

2007-03-15 10:20:48	--------------DENIED----------------

	FBC 2004 W/ 2006 REVISIONS
	FRC 2004
	FBC,M 2004

	1. BUILDING PLAN SHOWS A UNIT A AND A UNIT B, AC PLAN
	SHOWS BOTH TO BE UNIT A. FOR PURPOSE OF CLARITY, PLEASE
	CORRELATE DRAWINGS. FBC 106.1.1

	2. PG AC-2 1ST FLOOR: PLEASE INDICATE THE SIZE OF THE
	DUCT BETWEEN THE 16X6 TRANSFER GRILLS. FBC 106.1.1

	3. PG AC-2 1ST FLOOR: LEFT UNIT SHOWS 10X6 DUCT DOWN TO
	1ST FLOOR. THIS DUCT IS ALREADY ON THE FIRST FLOOR.
	SHOULD IT SAY ?UP TO 2ND FLOOR?? FBC 106.1.1

	4. PG AC-2 PIPING IN OR BENEATH CONCRETE FLOORS SHALL
	BE ENCASED IN A PIPE DUCT PER FRC R101.2, FBC,M
	1107.2.1.

	5. PG AC-2 1ST FLOOR: RIGHT UNIT SHOWS A 10X6 DUCT UP
	TO 1ST FLOOR. SHOULD THIS SAY ?UP TO 2ND FLOOR?? ALSO,
	PLEASE SHOW SIZE OF DIFFUSER AND CFM AT 4? ROUND FLEX
	DUCT TERMINATIONS. PLEASE CLARIFY. FBC 106.1.1

	6. PG AC-2 2ND FLOOR: LEFT UNIT SHOWS 22X8 DUCT UP TO
	2ND FLOOR. DUCT IS ALREADY ON 2ND FLOOR. SHOULD IT SAY
	?UP TO 3RD FLOOR?? ALSO, REFRIGERANT LINES ARE SHOWN
	GOING UP WHERE THEY SHOULD BE GOING DOWN AS WELL AS
	GOING DOWN WHERE THEY SHOULD BE GOING UP. PLEASE
	CLARIFY. FBC 106.1.1

	7. PG AC-2 2ND FLOOR: RIGHT UNIT FE-1 EXHAUST DUCT IS
	SHOWN GOING OUT SOUTH EXTERIOR WALL WITH NO WALL CAP.
	THERE IS ALSO A 4? ROUND DUCT GOING UP TO THE 3RD FLOOR
	FROM NOWHERE. PLEASE CLARIFY. FBC 106.1.1

	8. PGS AC-2 AND AC-3: PLEASE REMOVE CLOUDS FROM DRAWING
	FOR THE PURPOSE OF CLARITY AS THERE ARE YET TO BE ANY
	REVISIONS.

	9. PG AC-3: DOOR SCHEDULE INDICATES LOUVERED DOORS ON
	A/C CLOSET. A SOLID DOOR W/ GASKET SHOULD BE USED AS
	THIS CLOSET IS BEING USED AS A PLENUM AND THE DRAWING
	OF RETURN AIR FROM A CLOSET IS PROHIBITED UNDER FRC
	M1602.2(5)

	10. PG AC-3 EF-1 IN BOTH ROOMS LABELED ?BATH 2? THERE
	IS A 4? ROUND DUCT GOING TO A 5? ROUND ROOF CAP. IS
	THIS INTENTIONAL OR A MISTAKE? ALL OTHER ROOF CAPS
	MATCH THE CORRESPONDING DUCT SIZE.

	11. PLEASE SHOW AN AUXILIARY OR SECONDARY DRAIN SYSTEM
	THAT IS IN COMPLIANCE WITH FRC 1411.3.1

	12. PLEASE INDICATE ON PLAN WHERE R-4.2 DUCT IS
	ACCEPTABLE AND WHERE R-6 DUCT IS REQUIRED. FBC 106.1.1

	13. PLEASE PROVIDE DETAIL ON PLAN SHOWING WHICH TYPES
	OF ROOF/WALL CAPS ARE TO BE USED AS THERE ARE DIFFERENT
	REQUIREMENTS FOR BATHROOM AND DRYER EXHAUST. SEE: FBC,M
	TABLE 401.6 AND FRC M1501.1

	14. GENERAL NOTE #15: THIS PROJECT IS UNDER FBC/FRC
	2004 W/ 2006 REVISIONS, NOT FBC 2001. PLEASE CORRECT
	AND RESUBMIT.

	IF YOU HAVE ANY QUESTIONS REGARDING THIS REVIEW, PLEASE
	FEEL FREE TO CONTACT ME AT ANY TIME.

	REVIEWED BY:
	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	P			PLUMBING
Rev No	4	Status	P	Date	2009-11-17			Cont ID
Sent By	kstevens			Date	2009-11-17	Time	07:49	Rev Time	0.00
Received By	kstevens			Date	2009-11-17	Time	07:49	Sent To

Notes

2009-11-17 07:50:53	REVISION OK -- SHTS P-2, P-3, P-4 & P-6. NOTE: P-6
	SUBMITTED AS A REVISION DOES NOT INDICATE A REVISION.
	NO REVISION NUMBER FOUND, NOR REVISION CLOUD.

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2009-01-13			Cont ID
Sent By	lwagner			Date	2009-01-13	Time	13:57	Rev Time	0.00
Received By	lwagner			Date	2009-01-13	Time	13:39	Sent To

Notes

2009-01-13 13:57:27

REVISION OK- SHEETS P1, P2, P3, P5

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2007-05-31			Cont ID
Sent By	kstevens			Date	2007-05-31	Time	14:48	Rev Time	0.00
Received By	kstevens			Date	2007-05-31	Time	14:48	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2007-03-12			Cont ID
Sent By	kstevens			Date	2007-03-12	Time	11:39	Rev Time	0.00
Received By	kstevens			Date	2007-03-12	Time	11:39	Sent To

Notes

2007-03-12 12:41:29	DENIED
	REFERENCE: FBC-2004 W/2006 AMENDMENTS
	FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	1. PLEASE INDICATE CODE REFERENCES ON PLANS. SECTIONS
	106.1.1 & 106.1.2.

	2. SHT 2 OF 6A INDICATES 3" DUAL RPZV BACKFLOW
	PREVENTERS ON 4" DIP WATER LINE. PER TABLE 603.1(D),
	ALL BACKFLOW ASSEMBLIES SHALL BE AT LEAST THE SAME SIZE
	AS THE LINE IN WHICH THEY ARE INSTALLED.4" DUAL RPZV
	BACKFLOWS ARE REQUIRED.

	3. SHT A103 ROOF PLAN NOTE POINTS TO A 4"X8" "TRANSFER
	SCUPPER" AND INDICATES (TYP OF 2), BUT ONLY ONE SHOWN.
	PLEASE CLARIFY. SECTION 106.1.1.

	4. SHT A103 ROOF PLAN NOTED "TRANSFER SCUPPER" IS SHOWN
	AS 4"X8", WHEREAS SHT P-3 INDICATES THE "TRANSFER
	SCUPPER" AS 4"X6". PLEASE CORRELATE THE INFORMATION
	BETWEEN THE TWO SHEETS. SECTION 106.1.1.

	5. SHT P-5 WATER RISER DIAGRAMS DO NOT REFLECT THE
	FLOOR PLAN FOR THE REF. & THE WATER SERVICE ROUTING FOR
	BOTH UNITS. PLEASE CORRELATE. SECTION 106.1.1.

	6. SUBMIT A HORIZONTAL STORM RISER ISOMETRIC RISER, AND
	VERTICAL STORM RISER DIAGRAMS. SHOW ALL PIPE SIZES, AND
	INDICATE SQUARE FOOTAGE AS IT ACCUMULATES IN THE
	SYSTEM. SECTION 106.3.5.1.3(7)(13) & TABLE 1106.3.

	7. SHT IR-1 IRRIGATION PLANS ARE INCOMPLETE. SHOW ALL
	PIPING AND INDICATE PIPE SIZE. SHOW THE LOCATION OF THE
	METER, BACKFLOW PREVENTER, & RAIN SENSOR. SECTION
	106.1.1.

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

Review Stop	Z			ZONING
Rev No	4	Status	P	Date	2008-12-09			Cont ID
Sent By	eschneid			Date	2008-12-09	Time	12:13	Rev Time	0.00
Received By	eschneid			Date	2008-12-09	Time	12:13	Sent To

Notes

2008-12-09 12:13:23	REVISIONS ON SHEETS A300 AND A301.

	NOTE: PRIOR TO ZONING DIVISION SIGN OFF FOR THE C.O., A
	MINOR AMENDMENT IS REQUIRED THAT INCLUDES THE AS-BUILT
	SET OF ARCHITECTUAL DRAWINGS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2007-10-25			Cont ID
Sent By	choops			Date	2007-10-25	Time	16:23	Rev Time	0.00
Received By	ESCHNEID			Date	2007-10-25	Time	16:23	Sent To

Notes

2007-10-25 16:23:48	PROVISOS

	1) SUBMIT 2 SIGNED COPIES OF THE ABSTRACTED SURVEY.

	2) A SITE PREPERATION PERMIT IS REQUIRED PRIOR TO
	BEGINING WORK ON THE SITE.THE TREE RELOCATION WILL BE
	REVIEWED AT THAT TIME.

	3) THE WALLS AND FENCES TO BE UNDER A SEPERATE PERMIT.

	4) A PERMIT IS REQUIRED FOR THE IRRIGATION.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2007-05-11			Cont ID
Sent By	eschneid			Date	2007-05-11	Time	14:21	Rev Time	0.00
Received By	eschneid			Date	2007-05-11	Time	14:19	Sent To

Notes

2007-05-11 14:54:34	FAILED - 2ND REVIEW

	1) WHICH PERMIT (07020339 OR 07020336) IS THE SITE
	WORK, LANDSCAPING AND LIGHTING UNDER?EACH PERMITS
	LIMIT OF WORK INCLUDES THESE ITEMS.

	2) ILLUMINATION IN A RESIDENTIAL DISTRICT MAY NOT
	EXCEED 0.5 FOOT CANDLES AT THE PROPERTY LINE.THIS IS
	EXCEEDED AT THE SOUTHWEST CORNER OF THE SITE AND THE
	ENTRANCE TO THE PROJECT AS PART OF THIS PERMIT.PLEASE
	NOTE THAT THE POOL AREA EXCEEDS THIS REQUIREMENT AS
	WELL.THE LIGHTS SHOULD BE SHIELDED TO PREVENT GLARE.

	3) PLEASE ADD A NOTE TO SHEET A101 STATING THAT "NO
	REFLECTIVE GLASS WILL BE USED."

	4) THE REVISED ELEVATIONS FOR BUILDING 2 NEED TO BE
	INCLUDED WITH THE CURRENTLY SUBMITTED MINOR AMENDMENT.

	5) PLEASE NOTE THAT THE WALLS/FENCES, TO INCLUDE THE
	COLUMNS, SHALL NOT EXCEED SIX FEET IN HEIGHT WITHIN THE
	SIDE PROPERTY LINES.

	6) AN ABSTRACTED SURVEY, SHOWING ALL EASEMENTS, IS
	REQUIRED.

	CONTACT ERIC SCHNEIDER @ (561) 822-1435.

Review Stop	Z			ZONING
Rev No	1	Status	P	Date	2008-12-09			Cont ID
Sent By	eschneid			Date	2007-03-05	Time	17:45	Rev Time	0.00
Received By	eschneid			Date	2007-03-05	Time	17:35	Sent To

Notes

2007-03-05 17:46:01	FAILED

	1) INDICATE THE LIMITS OF WORK, TO INCLUDE DRIVE AISLES
	AND LANDSCAPE, INCLUDED AS PART OF THIS PERMIT.

	2) ORDINANCE NO. 3856-05 REQUIRES THE SUBMITTAL OF A
	PHOTOMETRIC PLAN PRIOR TO BUILDING PERMIT APPROVAL.

	3) THE LANDSCAPE PLAN DOES NOT REFLECT THE LOCATION OF
	THE AC UNITS.THE APPROVAL OF A MINOR AMENDMENT IS
	REQUIRED FOR THE REVISED LANDSCAPE PLAN.

	4) A UNITY OF TITLE IS REQUIRED.

	5) PLEASE NOTE THAT ORDINANCE NO. 3856-05 PROHIBITS THE
	USE OF REFLECTIVE GLASS AND REQUIRES THE USE OF AUGER
	CAST PILINGS.

	CONTACT ERIC SCHNEIDER @ 822-1435.