City of West Palm Beach eGovPlus

Plan Review Details - Permit 09040174

Plan Review Stops For Permit 09040174

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	P	Date	2009-08-04			Cont ID
Sent By	jwitmer			Date	2009-08-04	Time	07:50	Rev Time	1.00
Received By	jwitmer			Date	2009-08-04	Time	07:02	Sent To

Notes

2009-08-04 07:44:33	BUILDING PLAN REVIEW
	PERMIT: 09040174
	ADD: 1590 FLORIDA MANGO
	CONT: SOUTH EAST CERTIFIED CONTRACTORS
	TEL: (561)635-6935

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	AUGUST 4 /09
	BUILDING PROVISO
	SHOP DRAWING TO BE REVIEWED BY DESIGN PROFESSIONAL
	BEFORE THE SUBMITTAL TO CITY FOR REVIEW BEFORE
	INSPECTION.
	NFPA 110: 8.4 OPERATIONAL INSPECTION AND TESTING.
	8.4.1* EPSSS, INCLUDING ALL APPURTENANT COMPONENTS,
	SHALL BE INSPECTED WEEKLY AND EXERCISED UNDER LOAD AT
	LEAST MONTHLY.

	1) STAIRS 1009.3 EXCEPTION# 7. INDUSTRIAL EQUIPMENT
	ACCESS STAIRS AND LANDINGS THAT SERVE AS A COMPONENT OF
	THE MEANS OF EGRESS FROM THE INVOLVED EQUIPMENT AND DO
	NOT SERVE MORE THAN 20 PEOPLE SHALL BE PERMITTED TO
	HAVE A MINIMUM CLEAR WIDTH OF 22 INCHES (559 MM),
	MINIMUM TREAD DEPTH OF 10 INCHES (254 MM), MAXIMUM
	RISER HEIGHT OF 9 INCHES (229 MM), MINIMUM
	HEADROOM OF 6 FEET 8 INCHES (2032 MM), AND A MAXIMUM
	HEIGHT BETWEEN LANDINGS OF 12 FEET (36 576 MM).

	2) GAURDRAILS: 1012.1 WHERE REQUIRED.
	GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
	SURFACES, INDUSTRIAL EQUIPMENT PLATFORMS, LANDINGS
	WHICH ARE LOCATED MORE THAN 30 INCHES (762 MM) ABOVE
	THE FLOOR OR GRADE BELOW.
	GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN
	ACCORDANCE WITH SECTION 1607.7.

	3) GUARD 1012.3 OPENING LIMITATIONS. EXCEPTIONS:
	2.AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE OF
	ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS OR
	EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID
	MATERIALS SUCH THAT A
	SPHERE WITH A DIAMETER OF 21 INCHES (533 MM) CANNOT
	PASS THROUGH ANY OPENING.
	3.IN AREAS WHICH ARE NOT OPEN TO THE PUBLIC WITHIN
	OCCUPANCIES IN GROUP I-3, F, H OR S, BALUSTERS,
	HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION
	SHALL NOT PERMIT A SPHERE WITH A
	DIAMETER OF 21 INCHES (533 MM) TO PASS THROUGH ANY
	OPENING.

	4) BEFORE A CERTIFICATE OF COMPLETION CAN BE ISSUED
	PLEASE PROVIDE EVIDENCE THAT THE TOP OF THE GENERATOR
	SLAB IS AT OR ABOVE ELEVATION 13.5' NGVD, FLOOD ZONE
	A-9
	JIM WITMER C. B. O.
	BUILDING PLAN REVIEW II

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

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2009-07-27			Cont ID
Sent By	jwitmer			Date	2009-07-27	Time	17:30	Rev Time	1.10
Received By	jwitmer			Date	2009-07-27	Time	12:30	Sent To

Notes

2009-07-27 17:39:37	BUILDING PLAN REVIEW
	PERMIT: 09040174
	ADD: 1590 FLORIDA MANGO
	CONT: SOUTH EAST CERTIFIED CONTRACTORS
	TEL: (561)635-6935

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	JULY 27/09
	3RD REVIEW
	ACTION: DENIED

	1-2) COMPLIED

	3) THE PLAN DOES NOT NDICATE IF THIS IS A NEW SLAB OR
	REUSE OF AN EXISTING SLAB. 2702.1.
	EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE INSTALLED
	IN ACCORDANCE WITH THE NFPA 70, NATIONAL ELECTRICAL
	CODE, NFPA 110 AND NFPA 111.
	NFPA 110:
	3A) 7.4 MOUNTING.

	7.4.1 ROTATING ENERGY CONVERTERS SHALL BE INSTALLED ON
	SOLID FOUNDATIONS TO PROHIBIT SAGGING OF FUEL, EXHAUST,
	OR LUBRICATING-OIL PIPING AND DAMAGE TO PARTS RESULTING
	IN LEAKAGE AT JOINTS.

	7.4.1.1 SUCH FOUNDATIONS OR STRUCTURAL BASES SHALL
	RAISE THE ENGINE AT LEAST 150 MM (6 IN.) ABOVE THE
	FLOOR OR GRADE LEVEL AND BE OF SUFFICIENT ELEVATION TO
	FACILITATE LUBRICATING-OIL DRAINAGE AND
	EASE OF MAINTENANCE.

	7.4.2 FOUNDATIONS SHALL BE OF THE SIZE (MASS) AND TYPE
	RECOMMENDED BY THE ENERGY CONVERTER MANUFACTURER.

	7.4.3 WHERE REQUIRED TO PREVENT TRANSMISSION OF
	VIBRATION DURING OPERATION, THE FOUNDATION SHALL BE
	ISOLATED FROM THE SURROUNDING FLOOR OR OTHER
	FOUNDATIONS, OR BOTH, IN ACCORDANCE WITH THE
	MANUFACTURER'S RECOMMENDATIONS AND ACCEPTED STRUCTURAL
	ENGINEERING PRACTICES.

	7.4.4 THE EPS SHALL BE MOUNTED ON A FABRICATED METAL
	SKID BASE OF THE TYPE THAT SHALL RESIST DAMAGE DURING
	SHIPPING AND HANDLING. AFTER INSTALLATION, THE BASE
	SHALL MAINTAIN ALIGNMENT OF THE
	UNIT DURING OPERATION. PLANS DO NOT PROVIDE INFORMATION
	FOR SECONDARY CONTAINMENT. NFPA 110: 7.9.12 LISTED
	GENERATOR SUBBASE SECONDARY CONTAINMENT FUEL TANKS OF
	2498 L (660 GAL)
	CAPACITY AND BELOW SHALL BE PERMITTED TO BE INSTALLED
	OUTDOORS OR INDOORS WITHOUT DIKING OR REMOTE
	IMPOUNDING.PLANS DO NOT INDICATE THE GALLON CAPACITY.

	4) PLANS FAIL TO PROVIDE INFORMATION FOR THE FOUNDATION
	AND SLAB FOR GENERATOR A TANK, PLEASE PROVIDE DETAILS
	FOR ANCHORING OF TANK AND GENERATOR AGAINST OVERTURNING
	,UPLIFT AND SLIPPAGE FBC BUILDING 1609.1.3

	5) COMMENT NUMBER 5 DEALS WWITH THE REASON A STAIR AND
	ACCESS PLATFORM IS REQUIRED. FOR MAINTENANCE AND WEEKLY
	VISUAL INSPECTION OF GENERATOR A ELEVATED PLATFORM,
	STAIR AND GUARDRAIL SYSTEM WILL BE REQUIRED. NFPA 110:
	8.4 OPERATIONAL INSPECTION AND TESTING. 8.4.1* EPSSS,
	INCLUDING ALL APPURTENANT COMPONENTS, SHALL BE
	INSPECTED WEEKLY AND EXERCISED UNDER LOAD AT LEAST
	MONTHLY. DEPENDING ON TTHE HEIGHT OF THE FUEL TANK.

	6)PLEASE PROVIDE CODE COMPLIANCE. STAIRS 1009.3
	EXCEPTION# 7. INDUSTRIAL EQUIPMENT ACCESS STAIRS AND
	LANDINGS THAT SERVE AS A COMPONENT OF THE MEANS OF
	EGRESS FROM THE INVOLVED EQUIPMENT AND DO NOT SERVE
	MORE THAN 20 PEOPLE SHALL BE PERMITTED TO HAVE A
	MINIMUM CLEAR WIDTH OF 22 INCHES (559 MM), MINIMUM
	TREAD DEPTH OF 10 INCHES (254 MM), MAXIMUM RISER HEIGHT
	OF 9 INCHES (229 MM), MINIMUM HEADROOM OF 6 FEET 8
	INCHES (2032 MM), AND A MAXIMUM HEIGHT BETWEEN LANDINGS
	OF 12 FEET (36 576 MM).

	7) PLEASE PROVIDE CODE COMPLIANCE. GAURDRAILS: 1012.1
	WHERE REQUIRED.
	GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
	SURFACES, INDUSTRIAL EQUIPMENT PLATFORMS, LANDINGS
	WHICH ARE LOCATED MORE THAN 30 INCHES (762 MM) ABOVE
	THE FLOOR OR GRADE BELOW.
	GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN
	ACCORDANCE WITH SECTION 1607.7.

	8)PLEASE GUARD 1012.3 OPENING LIMITATIONS. EXCEPTIONS:
	2. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE
	OF ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS OR
	EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID
	MATERIALS SUCH THAT A
	SPHERE WITH A DIAMETER OF 21 INCHES (533 MM) CANNOT
	PASS THROUGH ANY OPENING.
	3. IN AREAS WHICH ARE NOT OPEN TO THE PUBLIC WITHIN
	OCCUPANCIES IN GROUP I-3, F, H OR S, BALUSTERS,
	HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION
	SHALL NOT PERMIT A SPHERE WITH A
	DIAMETER OF 21 INCHES (533 MM) TO PASS THROUGH ANY
	OPENING.

	9) THE FLOOR PLAN DOES NOT INDICATE THIS GENERATOR
	BEING LOCATED IN A SEPERATE GENERATOR ROOM.
	NFPA 110 .7.2.1.2
	NFPA 110. 7.2.2.

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

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

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2009-07-15			Cont ID
Sent By	jwitmer			Date	2009-07-15	Time	15:39	Rev Time	0.55
Received By	jwitmer			Date	2009-07-15	Time	15:00	Sent To

Notes

2009-07-15 15:45:02	BUILDING PLAN REVIEW
	PERMIT: 09040174
	ADD: 1590 FLORIDA MANGO
	CONT: SOUTH EAST CERTIFIED CONTRACTORS
	TEL: (561)635-6935

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	JUNE 15/09
	2ND REVIEW
	ACTION: DENIED

	NONE OF THE COMMENTS WERE ADDRESSED FROMTHE FIRST
	REVIEW!!!

	1A) INFORMATIONAL: 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.

	1B) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
	AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC
	BUILDING WITH THE 2009 SUPPLEMENTS.

	1C) THE LOCATION OF THIS PROJECT IS LOCATED WITHIN A
	A-9 FLOOD-ZONE REQUIRING A MINIMUM ELEVATION OF THE
	SLAB OF 13.5'.

	1D) (2007 FBC) 106.1.1 INFORMATION ON CONSTRUCTION
	DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
	SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE &
	EXTENT OF THE WORK PROPOSED & SHOW IN DETAIL THAT IT
	WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
	RELEVANT LAWS, ORDINANCES, AND RULES AND REGULATIONS AS
	DETERMINED BY THE BUILDING OFFICIAL.

	2) IT APPEARS THE INSTALATION OF THIS GENERATOR AND
	TANK ARE ON THE EXTERIOR OF THE BUILDING AND EXPOSED TO
	WIND. PLEASE PROVIDE THE WIND DESIGN CRITERIA. 1603.1.4
	WIND DESIGN DATA.
	THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
	BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
	DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
	BUILDING:
	2A). BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

	2B). WIND IMPORTANCE FACTOR, I W , AND BUILDING
	CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
	AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.

	2C) . WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
	UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
	DIRECTION SHALL BE INDICATED.

	2D). THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.

	3) THE PLAN DO NOT NDICATE IF THIS IS A NEW SLAB OR
	REUSE OF AN EXISTING SLAB. 2702.1 INSTALLATION.

	EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE INSTALLED
	IN ACCORDANCE WITH THE NFPA 70, NATIONAL ELECTRICAL
	CODE, NFPA 110 AND NFPA 111.
	NFPA 110:
	3A) 7.4 MOUNTING.

	7.4.1 ROTATING ENERGY CONVERTERS SHALL BE INSTALLED ON
	SOLID FOUNDATIONS TO PROHIBIT SAGGING OF FUEL, EXHAUST,
	OR LUBRICATING-OIL PIPING AND DAMAGE TO PARTS RESULTING
	IN LEAKAGE AT JOINTS.

	7.4.1.1 SUCH FOUNDATIONS OR STRUCTURAL BASES SHALL
	RAISE THE ENGINE AT LEAST 150 MM (6 IN.) ABOVE THE
	FLOOR OR GRADE LEVEL AND BE OF SUFFICIENT ELEVATION TO
	FACILITATE LUBRICATING-OIL DRAINAGE AND
	EASE OF MAINTENANCE.

	7.4.2 FOUNDATIONS SHALL BE OF THE SIZE (MASS) AND TYPE
	RECOMMENDED BY THE ENERGY CONVERTER MANUFACTURER.

	7.4.3 WHERE REQUIRED TO PREVENT TRANSMISSION OF
	VIBRATION DURING OPERATION, THE FOUNDATION SHALL BE
	ISOLATED FROM THE SURROUNDING FLOOR OR OTHER
	FOUNDATIONS, OR BOTH, IN ACCORDANCE WITH THE
	MANUFACTURER'S RECOMMENDATIONS AND ACCEPTED STRUCTURAL
	ENGINEERING PRACTICES.

	7.4.4 THE EPS SHALL BE MOUNTED ON A FABRICATED METAL
	SKID BASE OF THE TYPE THAT SHALL RESIST DAMAGE DURING
	SHIPPING AND HANDLING. AFTER INSTALLATION, THE BASE
	SHALL MAINTAIN ALIGNMENT OF THE
	UNIT DURING OPERATION. PLANS DO NOT PROVIDE INFORMATION
	FOR SECONDARY CONTAINMENT. NFPA 110: 7.9.12 LISTED
	GENERATOR SUBBASE SECONDARY CONTAINMENT FUEL TANKS OF
	2498 L (660 GAL)
	CAPACITY AND BELOW SHALL BE PERMITTED TO BE INSTALLED
	OUTDOORS OR INDOORS WITHOUT DIKING OR REMOTE
	IMPOUNDING. PLANS INDICATE 1200 GALLON CAPACITY.

	4) PLANS FAIL TO PROVIDE INFORMATION FOR THE FOUNDATION
	AND SLAB FOR GENERATOR A TANK, PLEASE PROVIDE DETAILS
	FOR ANCHORING OF TANK AND GENERATOR AGAINST OVERTURNING
	,UPLIFT AND SLIPPAGE FBC
	BUILDING 1609.1.3.

	5) FOR MAINTENANCE AND WEEKLY VISUAL INSPECTION OF
	GENERATOR A ELEVATED PLATFORM, STAIR AND GUARDRAIL
	SYSTEM WILL BE REQUIRED. NFPA 110: 8.4 OPERATIONAL
	INSPECTION AND TESTING.

	8.4.1* EPSSS, INCLUDING ALL APPURTENANT COMPONENTS,
	SHALL BE INSPECTED WEEKLY AND EXERCISED UNDER LOAD AT
	LEAST MONTHLY.

	6) STAIRS 1009.3 EXCEPTION# 7. INDUSTRIAL EQUIPMENT
	ACCESS STAIRS AND LANDINGS THAT SERVE AS A COMPONENT OF
	THE MEANS OF EGRESS FROM THE INVOLVED EQUIPMENT AND DO
	NOT SERVE MORE THAN
	20 PEOPLE SHALL BE PERMITTED TO HAVE A MINIMUM CLEAR
	WIDTH OF 22 INCHES (559 MM), MINIMUM TREAD DEPTH OF 10
	INCHES (254 MM), MAXIMUM RISER HEIGHT OF 9 INCHES (229
	MM), MINIMUM
	HEADROOM OF 6 FEET 8 INCHES (2032 MM), AND A MAXIMUM
	HEIGHT BETWEEN LANDINGS OF 12 FEET (36 576 MM).

	7) GAURDRAILS: 1012.1 WHERE REQUIRED.
	GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
	SURFACES, INDUSTRIAL EQUIPMENT PLATFORMS, LANDINGS
	WHICH ARE LOCATED MORE THAN 30 INCHES (762 MM) ABOVE
	THE FLOOR OR GRADE BELOW.
	GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN
	ACCORDANCE WITH SECTION 1607.7.

	8) GUARD 1012.3 OPENING LIMITATIONS. EXCEPTIONS:
	2. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE
	OF ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS OR
	EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID
	MATERIALS SUCH THAT A
	SPHERE WITH A DIAMETER OF 21 INCHES (533 MM) CANNOT
	PASS THROUGH ANY OPENING.
	3. IN AREAS WHICH ARE NOT OPEN TO THE PUBLIC WITHIN
	OCCUPANCIES IN GROUP I-3, F, H OR S, BALUSTERS,
	HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION
	SHALL NOT PERMIT A SPHERE WITH A
	DIAMETER OF 21 INCHES (533 MM) TO PASS THROUGH ANY
	OPENING.

	A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

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

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

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2009-04-09			Cont ID
Sent By	jwitmer			Date	2009-04-09	Time	17:33	Rev Time	1.00
Received By	jwitmer			Date	2009-04-09	Time	17:33	Sent To

Notes

2009-04-09 17:39:24	BUILDING PLAN REVIEW
	PERMIT: 09040174
	ADD: 1590 FLORIDA MANGO
	CONT: SOUTH EAST CERTIFIED CONTRACTORS
	TEL: (561)635-6935

	FL BLD CODE= 2007 FLORIDA BUILDING CODE
	W/ 2009 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	JULY 15/09
	2ND REVIEW
	ACTION: DENIED

	1A) INFORMATIONAL: 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.

	1B) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
	AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC
	BUILDING WITH THE 2009 SUPPLEMENTS.

	1C) THE LOCATION OF THIS PROJECT IS LOCATED WITHIN A
	A-9 FLOOD-ZONE REQUIRING A MINIMUM ELEVATION OF THE
	SLAB OF 13.5'.

	1D) (2007 FBC) 106.1.1 INFORMATION ON CONSTRUCTION
	DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
	SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE &
	EXTENT OF THE WORK PROPOSED & SHOW IN DETAIL THAT IT
	WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
	RELEVANT LAWS, ORDINANCES, AND RULES AND REGULATIONS AS
	DETERMINED BY THE BUILDING OFFICIAL.

	2) IT APPEARS THE INSTALATION OF THIS GENERATOR AND
	TANK ARE ON THE EXTERIOR OF THE BUILDING AND EXPOSED TO
	WIND. PLEASE PROVIDE THE WIND DESIGN CRITERIA. 1603.1.4
	WIND DESIGN DATA.
	THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
	BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
	DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
	BUILDING:
	2A). BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

	2B). WIND IMPORTANCE FACTOR, I W , AND BUILDING
	CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
	AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.

	2C) . WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
	UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
	DIRECTION SHALL BE INDICATED.

	2D). THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.

	3) THE PLAN DO NOT NDICATE IF THIS IS A NEW SLAB OR
	REUSE OF AN EXISTING SLAB. 2702.1 INSTALLATION.

	EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE INSTALLED
	IN ACCORDANCE WITH THE NFPA 70, NATIONAL ELECTRICAL
	CODE, NFPA 110 AND NFPA 111.
	NFPA 110:
	3A) 7.4 MOUNTING.

	7.4.1 ROTATING ENERGY CONVERTERS SHALL BE INSTALLED ON
	SOLID FOUNDATIONS TO PROHIBIT SAGGING OF FUEL, EXHAUST,
	OR LUBRICATING-OIL PIPING AND DAMAGE TO PARTS RESULTING
	IN LEAKAGE AT JOINTS.

	7.4.1.1 SUCH FOUNDATIONS OR STRUCTURAL BASES SHALL
	RAISE THE ENGINE AT LEAST 150 MM (6 IN.) ABOVE THE
	FLOOR OR GRADE LEVEL AND BE OF SUFFICIENT ELEVATION TO
	FACILITATE LUBRICATING-OIL DRAINAGE AND
	EASE OF MAINTENANCE.

	7.4.2 FOUNDATIONS SHALL BE OF THE SIZE (MASS) AND TYPE
	RECOMMENDED BY THE ENERGY CONVERTER MANUFACTURER.

	7.4.3 WHERE REQUIRED TO PREVENT TRANSMISSION OF
	VIBRATION DURING OPERATION, THE FOUNDATION SHALL BE
	ISOLATED FROM THE SURROUNDING FLOOR OR OTHER
	FOUNDATIONS, OR BOTH, IN ACCORDANCE WITH THE
	MANUFACTURER'S RECOMMENDATIONS AND ACCEPTED STRUCTURAL
	ENGINEERING PRACTICES.

	7.4.4 THE EPS SHALL BE MOUNTED ON A FABRICATED METAL
	SKID BASE OF THE TYPE THAT SHALL RESIST DAMAGE DURING
	SHIPPING AND HANDLING. AFTER INSTALLATION, THE BASE
	SHALL MAINTAIN ALIGNMENT OF THE
	UNIT DURING OPERATION. PLANS DO NOT PROVIDE INFORMATION
	FOR SECONDARY CONTAINMENT. NFPA 110: 7.9.12 LISTED
	GENERATOR SUBBASE SECONDARY CONTAINMENT FUEL TANKS OF
	2498 L (660 GAL)
	CAPACITY AND BELOW SHALL BE PERMITTED TO BE INSTALLED
	OUTDOORS OR INDOORS WITHOUT DIKING OR REMOTE
	IMPOUNDING. PLANS INDICATE 1200 GALLON CAPACITY.

	4) PLANS FAIL TO PROVIDE INFORMATION FOR THE FOUNDATION
	AND SLAB FOR GENERATOR A TANK, PLEASE PROVIDE DETAILS
	FOR ANCHORING OF TANK AND GENERATOR AGAINST OVERTURNING
	,UPLIFT AND SLIPPAGE FBC
	BUILDING 1609.1.3.

	5) FOR MAINTENANCE AND WEEKLY VISUAL INSPECTION OF
	GENERATOR A ELEVATED PLATFORM, STAIR AND GUARDRAIL
	SYSTEM WILL BE REQUIRED. NFPA 110: 8.4 OPERATIONAL
	INSPECTION AND TESTING.

	8.4.1* EPSSS, INCLUDING ALL APPURTENANT COMPONENTS,
	SHALL BE INSPECTED WEEKLY AND EXERCISED UNDER LOAD AT
	LEAST MONTHLY.

	6) STAIRS 1009.3 EXCEPTION# 7. INDUSTRIAL EQUIPMENT
	ACCESS STAIRS AND LANDINGS THAT SERVE AS A COMPONENT OF
	THE MEANS OF EGRESS FROM THE INVOLVED EQUIPMENT AND DO
	NOT SERVE MORE THAN
	20 PEOPLE SHALL BE PERMITTED TO HAVE A MINIMUM CLEAR
	WIDTH OF 22 INCHES (559 MM), MINIMUM TREAD DEPTH OF 10
	INCHES (254 MM), MAXIMUM RISER HEIGHT OF 9 INCHES (229
	MM), MINIMUM
	HEADROOM OF 6 FEET 8 INCHES (2032 MM), AND A MAXIMUM
	HEIGHT BETWEEN LANDINGS OF 12 FEET (36 576 MM).

	7) GAURDRAILS: 1012.1 WHERE REQUIRED.
	GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
	SURFACES, INDUSTRIAL EQUIPMENT PLATFORMS, LANDINGS
	WHICH ARE LOCATED MORE THAN 30 INCHES (762 MM) ABOVE
	THE FLOOR OR GRADE BELOW.
	GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN
	ACCORDANCE WITH SECTION 1607.7.

	8) GUARD 1012.3 OPENING LIMITATIONS. EXCEPTIONS:
	2. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE
	OF ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS OR
	EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID
	MATERIALS SUCH THAT A
	SPHERE WITH A DIAMETER OF 21 INCHES (533 MM) CANNOT
	PASS THROUGH ANY OPENING.
	3. IN AREAS WHICH ARE NOT OPEN TO THE PUBLIC WITHIN
	OCCUPANCIES IN GROUP I-3, F, H OR S, BALUSTERS,
	HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION
	SHALL NOT PERMIT A SPHERE WITH A
	DIAMETER OF 21 INCHES (533 MM) TO PASS THROUGH ANY
	OPENING.

	A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

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

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

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

Review Stop	E			ELECTRICAL
Rev No	5	Status	P	Date	2009-08-06			Cont ID
Sent By	btrobaug			Date	2009-08-06	Time	11:27	Rev Time	0.00
Received By	btrobaug			Date	2009-08-06	Time	07:29	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	4	Status	F	Date	2009-07-24			Cont ID
Sent By	dpalmer			Date	2009-07-24	Time	18:35	Rev Time	0.00
Received By	dpalmer			Date	2009-07-24	Time	18:35	Sent To

Notes

2009-07-24 18:40:58
	DENIED

	1) NOTE: PLEASE SUBMIT MANUFACTURES SPECS FOR ONE
	PRODUCT FOR ATS. THERE IS SUBMITTALS FOR CATERPILLAR
	EQUIPMENT AND ALSO LAKE SHORE. WHICH ONE WILL BE USED?
	110.3,90.7

	2) NOTE: THE SUBMITTED SP-1 AND RP-1 SHEETS ARE NOT
	SIGNED DATED OR SEALED BY THE RESPONSIBLE DESIGNER OF
	RECORD. SEE COMMENTS FROM OTHER TRADES
	FS 481.221

	3) NOTE: THE SUBMITTED LP-1 THROUGH LP-4 CONTAINED
	RAISED SEALS OVER PHOTO-COPIED SIGNATURES. THIS DOES
	NOT MEET THE MINIMUM UNDER FLORIDA STATUTES 481.221.
	ALL COPIES IN BOTH SETS SHALL BE RETAINED BY THIS
	OFFICE.

	4) NOTE: PLANS SUBMITTED DO NOT CONTAIN ANY STRUCTURAL
	DETAILS FOR SLAB. SEE COMMENTS FROM BUILDING REVIEW
	WITH RESPECT TO NO INFORMATION FOR SLAB, STAIRS AND
	PLATFORM.

	5) NOTE: RISER INDICATES GROUND FAULT PROTECTION ON THE
	800AMP BREAKER ON GENERATOR?? PLEASE HAVE ENGINEER CALL
	TO GO OVER THIS AS HAVING GROUND FAULT PROTECTION
	WILL CREATE A LACK OF COORDINATION FOR GENERATOR BACK
	UP. THIS IS NOT THE SAME AS GROUND FAULT SENSING AND
	THE COORDINATION OF POWER TRANSFER BACK TO NORMAL
	POWER.



	** EMAIL WAS SENT TO OFFICE OF ENGINEER TO CALL AND GO
	OVER PLANS SPECIFIC TO COMMENT #4.


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

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

Review Stop	E			ELECTRICAL
Rev No	3	Status	P	Date	2009-07-22			Cont ID
Sent By	btrobaug			Date	2009-07-22	Time	19:38	Rev Time	0.00
Received By	btrobaug			Date	2009-07-22	Time	18:21	Sent To

Notes

2009-07-22 19:39:31

	TO DOUG./WRT.

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2009-07-05			Cont ID
Sent By	dpalmer			Date	2009-07-05	Time	16:11	Rev Time	0.00
Received By	dpalmer			Date	2009-07-05	Time	16:11	Sent To

Notes

2009-07-05 16:11:11





	DENIED 2ND PLANS REVIEW

	1) NOTE: THIS COMMENT WAS IGNORED: PERMIT APPLICATION
	VALUE SHALL INCLUDE: ALL LABOR, MATERIALS, EQUIPMENT,
	DESIGN COST ETC. AN APPLIED VALUE OF $12K DOES NOT
	COVER THE GENERATOR LET ALONE THE TRANSFER EQUIPMENT,
	SLAB WORK, ELECTRICAL, UNDERGROUND OR FUEL TANK.
	IF AN APPROPRIATE VALUE IS NOT STATED FOR COMPLETE
	SCOPE ONE WILL BE ASSESSED USING THE ADOPTED GUIDES FOR
	VALUE AND INCLUDING PRICING PROVIDED FROM MANUFACTURES.
	FBC 108.3

	2) NOTE: THIS COMMENT REMAINS AS THERE IS NOT ENOUGH
	INFORMATION FOR OTHER TRADES WHICH WILL CREATE 2ND
	ROUND OF COMMENTS FOR OTHER REVIEWS AS WELL.
	**PLEASE BE SURE TO SEE ALL COMMENTS FROM OTHER TRADES
	AS THERE WILL BE COMMENTS WITH RESPECT TO FUEL SIZE AND
	THE REQUIREMENT FOR AN ACCESS PLATFORM TO SERVICE
	EQUIPMENT PER NFPA-110 2002 AND FBC.
	THERE WILL BE COMMENTS WITH RESPECT TO MOUNTING, AND
	THE ACTUAL FUEL TANK PLANS NEEDING THE DERM STAMPS.
	** THIS IS NOTED SO THAT DESIGN TEAM AND CONTRACTOR
	WILL BE AWARE TO SEE OTHER COMMENTS BEFORE MAKING
	DESIGN CHANGES.

	3) NOTE: REPEAT COMMENT: PLEASE SUBMIT THE MANUFACTURES
	SPECS/CUT SHEETS FOR ALL EQUIPMENT. THIS SHALL INCLUDE
	ATS EQUIPMENT, GENERATOR, AND FUEL TANK. (TANK REVIEWED
	BY OTHER TRADES).
	NEC 90.7,110.3, 702.6

	4) NOTE: SAME NOTE, THE ATS IS STILL SHOWN AS 3-POLE.
	THERE WILL BE A LACK OF COORDINATION OF EQUIPMENT AND
	WHEN POWER TRANSFER BACK TO NORMAL POWER.

	**PREVIOUS NOTE:
	PLEASE SEE ORIGINAL NOTES FOR BUILDING. THE CODE
	REQUIRES GROUND FAULT PROTECTION ON MAIN. THIS IS GIVEN
	FOR INFORMATION AS THIS IS ONLY A NEC 702 SYSTEM.
	AS THERE IS GROUND FAULT PROTECTION ON THE MAIN AND THE
	USE OF A THREE POLE TRANSFER SWITCH THIS MAY CREATE A
	LACK OF COORDINATION OR TRIPPING OF MAIN WITHOUT THE
	USE OF A FOUR POLE TRANSFER SWITCH. IF THIS WAS A 700
	OR 701 SYSTEM THERE ARE SPECIFIC CODE SECTIONS WHICH
	REQUIRE GROUND FAULT SENSING ON THE BACK UP SYSTEM.
	PLEASE SEE NFPA-110 6.2.15 WHEN GROUND FAULT SENSING IS
	REQUIRED OR PROVIDED THIS WOULD REQUIRE THE ISOLATION
	OF NEUTRALS THUS A FOUR POLE TRANSFER SWITCH.
	*** PLEASE BE AWARE OF THIS AS THIS MAY BE AN
	OPERATIONAL ITEM WHICH DEPENDING ON EQUIPMENT ORDERED
	MAY CREATE A LOSS OF COORDINATION OR NO OPERATION AT
	ALL.
	** PLEASE SEE WHITE PAPERS BY CATERPILLAR, ASCO AND
	MANY OTHER TRANSFER SWITCH MANUFACTURES ON THIS TOPIC.
	** THIS COMMENT IS ONLY MADE TO HELP IN THE DESIGN AS
	THIS IS A 702 SYSTEM NO BACK UP OF POWER IS REQUIRED
	FOR ANY 701 AND 702 SYSTEMS IN BUILDING.

	5) NOTE: NEW SITE PLANS ARE IN FACT PHOTO-COPIES OF
	SIGNED, DATED AND SEALED PLANS BY A DESIGN PROFESSIONAL
	WHICH IS NOT PERMITTED.
	FS 481.221, 471.025




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

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

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

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2009-04-12			Cont ID
Sent By	dpalmer			Date	2009-04-12	Time	10:14	Rev Time	0.00
Received By	dpalmer			Date	2009-04-12	Time	10:14	Sent To

Notes

2009-04-12 10:15:02	DENIED

	1) NOTE: PLANS ARE STATING ALL DESIGNS PER 2004 FBC.
	ANY PLANS SUBMITTED FOR PER AFTER MARCH 1ST, 2009 MUST
	BE UNDER THE NEW 2007 FBC WITH 2009 AMENDMENTS.
	THE FAC 69A-60.003 AND 004 HAS ALSO REVISED ADOPTING
	THE NEW NFPA-1 AND NFPA-101

	PLEASE BE SURE THE FOLLOWING CODES ARE STATED ON PLANS
	AT A MINIMUM.
	2005 NFPA-70
	2002 NFPA-72
	2007 FBC W/ 2009 REVISIONS.
	2006 NFPA-101
	2006 NFPA-1

	2) NOTE: PERMIT APPLICATION VALUE SHALL INCLUDE: ALL
	LABOR, MATERIALS, EQUIPMENT, DESIGN COST ETC. AN
	APPLIED VALUE OF $12K DOES NOT COVER THE GENERATOR LET
	ALONE THE TRANSFER EQUIPMENT, SLAB WORK, ELECTRICAL,
	UNDERGROUND OR FUEL TANK.
	IF AN APPROPRIATE VALUE IS NOT STATED FOR COMPLETE
	SCOPE ONE WILL BE ASSESSED USING THE ADOPTED GUIDES FOR
	VALUE AND INCLUDING PRICING PROVIDED FROM MANUFACTURES.
	FBC 108.3

	3) NOTE: PLEASE BE SURE TO SEE ALL COMMENTS FROM OTHER
	TRADES AS THERE WILL BE COMMENTS WITH RESPECT TO FUEL
	SIZE AND THE REQUIREMENT FOR AN ACCESS PLATFORM TO
	SERVICE EQUIPMENT PER NFPA-110 2002 AND FBC.
	THERE WILL BE COMMENTS WITH RESPECT TO MOUNTING, AND
	THE ACTUAL FUEL TANK PLANS NEEDING THE DERM STAMPS.
	** THIS IS NOTED SO THAT DESIGN TEAM AND CONTRACTOR
	WILL BE AWARE TO SEE OTHER COMMENTS BEFORE MAKING
	DESIGN CHANGES.

	4) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT
	SHEETS FOR ALL EQUIPMENT. THIS SHALL INCLUDE ATS
	EQUIPMENT, GENERATOR, AND FUEL TANK. (TANK REVIEWED BY
	OTHER TRADES).
	NEC 90.7,110.3, 702.6

	5) NOTE: PLEASE SEE ORIGINAL NOTES FOR BUILDING. THE
	CODE REQUIRES GROUND FAULT PROTECTION ON MAIN. THIS IS
	GIVEN FOR INFORMATION AS THIS IS ONLY A NEC 702 SYSTEM.
	AS THERE IS GROUND FAULT PROTECTION ON THE MAIN AND THE
	USE OF A THREE POLE TRANSFER SWITCH THIS MAY CREATE A
	LACK OF COORDINATION OR TRIPPING OF MAIN WITHOUT THE
	USE OF A FOUR POLE TRANSFER SWITCH. IF THIS WAS A 700
	OR 701 SYSTEM THERE ARE SPECIFIC CODE SECTIONS WHICH
	REQUIRE GROUND FAULT SENSING ON THE BACK UP SYSTEM.
	PLEASE SEE NFPA-110 6.2.15 WHEN GROUND FAULT SENSING IS
	REQUIRED OR PROVIDED THIS WOULD REQUIRE THE ISOLATION
	OF NEUTRALS THUS A FOUR POLE TRANSFER SWITCH.
	*** PLEASE BE AWARE OF THIS AS THIS MAY BE AN
	OPERATIONAL ITEM WHICH DEPENDING ON EQUIPMENT ORDERED
	MAY CREATE A LOSS OF COORDINATION OR NO OPERATION AT
	ALL.
	** PLEASE SEE WHITE PAPERS BY CATERPILLAR, ASCO AND
	MANY OTHER TRANSFER SWITCH MANUFACTURES ON THIS TOPIC.
	** THIS COMMENT IS ONLY MADE TO HELP IN THE DESIGN AS
	THIS IS A 702 SYSTEM NO BACK UP OF POWER IS REQUIRED
	FOR ANY 701 AND 702 SYSTEMS IN BUILDING.

	6) NOTE: PLEASE SEE 225.31-225.39 FOR THE REQUIRED
	DISCONNECTING MEANS FOR FEEDERS AT THE BUILDING. THIS
	WAS NOTED ON THE ORIGINAL PLANS HOWEVER THE GENERATOR
	WAS REMOVED FORM PLANS. THIS REVIEWER STATED TO BE
	AWARE OF THIS CODE SECTION ON FUTURE PLANS. NEC
	700.12B6, 701.11B5 AND 702.11 ALL STATE THAT WHEN
	DISCONNECTING MEANS FROM THE GENERATOR IS LOCATED
	WITHIN SIGHT AND READILY ACCESSIBLE THEN AN ADDITIONAL
	DISCONNECTING MEANS IS NOT REQUIRED AT THE BUILDING IN
	WHICH THE FEEDERS SERVE. THE GENERATOR IS LOCATED
	WITHIN SIGHT PER DEFINITIONS HOWEVER THE DISCONNECTING
	MEANS AT GENERATOR MAY NOT BE READILY ACCESSIBLE. IN A
	LOCKED ENCLOSURE OR BEHIND A WALL/GATES LOCKED DOES NOT
	PERMIT READY ACCESS FOR FIRE DEPARTMENT OR ANY OTHER
	PERSONNEL. SEE ZONING COMMENTS AS THE GENERATOR WILL BE
	REQUIRED TO CONTAIN A WALL OR FENCE IN ETC. THE
	ENCLOSURE OF THE GENERATOR ALONE DOES NOT PERMIT READY
	ACCESS WITH THE BREAKER LOCKED INSIDE.
	PLEASE KNOW THAT A DISCONNECTING MEANS DOES NOT REQUIRE
	OVER CURRENT PROTECTION WHEN THE OCP IS ALREADY
	PROVIDED BY THE GENERATOR.










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

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

Review Stop	ENG-F			ENGINEERING FINAL DRAWING REV
Rev No	1	Status	P	Date	2009-07-17			Cont ID
Sent By	efabian			Date	2009-07-17	Time	11:39	Rev Time	0.00
Received By	efabian			Date	2009-07-17	Time	11:38	Sent To

Notes

2009-07-17 11:41:22	PASSED

	CIVIL PLANS SETS RESUBMITTED 7-14-09 CONSISTING OF NEW
	POTABLE 4 INCH WATER SERVICES AND CROSS CONNECTIONS
	ACCEPTABLE.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2009-08-10			Cont ID
Sent By	mawillia			Date	2009-08-10	Time	11:09	Rev Time	0.00
Received By	mawillia			Date	2009-08-10	Time	10:51	Sent To

Notes

2009-08-10 11:09:37	***APPROVED***


	PLAN SHEETS A010 AND RP 1 WERE STAMPED, INITIALED, AND
	DATED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2009-04-16			Cont ID
Sent By	mawillia			Date	2009-04-16	Time	15:07	Rev Time	0.00
Received By	mawillia			Date	2009-04-16	Time	12:23	Sent To

Notes

2009-04-16 12:36:52	***DENIED***

	1. THE PROJECT SITE ADDRESS SHALL BE IN THE TITLE BLOCK
	OF EACH SUBMITTED PLAN SHEET. NO ADDRESS LISTED ON
	SHEETS E-1, E-2, AND E-3.

	2. UPDATE CODE INFORMATION ON SHEET E-1 TO REFLECT
	CURRENT EDITIONS OF NFPA 101 (2006) AND NFPA 110 (2005)
	WHICH ARE TO BE REFERENCED.

	3. ARE ANY DEVICES PLANNED TO PREVENT THE GENERATOR
	FROM RECEIVING MECHANICAL DAMAGE FROM VEHICLES.

	4. SHOW/ILLUSTRATE DISTANCE FROM THE GENERATOR/SLAB
	SETUP TO THE EDGE OF THE ONE WAY ASPHALT DRIVE.

	5. SHOW/ILLUSTRATE DISTANCES TO THE NEAREST BUILDING(S)
	OPENINGS SUCH AS WINDOWS AND DOORS.


	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING WHERE ON THE APPROPIATE PLAN SHEET
	EACH COMMENT WAS ADDRESSED


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

Review Stop	FUEL			DIESEL GENERATOR
Rev No	2	Status	P	Date	2009-08-07			Cont ID
Sent By	rregueir			Date	2009-08-07	Time	08:43	Rev Time	0.00
Received By	rregueir			Date	2009-08-07	Time	08:43	Sent To

Notes

***NONE***

Review Stop	FUEL			DIESEL GENERATOR
Rev No	1	Status	F	Date	2009-07-20			Cont ID
Sent By	rregueir			Date	2009-07-20	Time	15:43	Rev Time	0.00
Received By	rregueir			Date	2009-07-20	Time	15:42	Sent To	M

Notes

2009-07-20 15:43:29	PROVIDE TWO SETS OF PBC DERM APPROVED PLANS, ONE OFR
	FILE SET AND ONE FOR FIELD SET.

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2009-08-03			Cont ID
Sent By	lmartine			Date	2009-08-03	Time	13:22	Rev Time	0.00
Received By	lmartine			Date	2009-08-03	Time	13:22	Sent To

Notes

2009-08-03 13:22:39

C-3

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2009-07-24			Cont ID
Sent By	dpalmer			Date	2009-07-24	Time	17:30	Rev Time	0.00
Received By	dpalmer			Date	2009-07-24	Time	17:30	Sent To

Notes

2009-07-24 17:30:22

TO C10

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2009-06-19			Cont ID
Sent By	btrobaug			Date	2009-06-19	Time	14:40	Rev Time	0.00
Received By	btrobaug			Date	2009-06-19	Time	14:34	Sent To

Notes

2009-06-19 14:40:15

	C-16

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date				Cont ID
Sent By				Date	2009-04-16	Time		Rev Time	0.00
Received By	adarroug			Date	2009-04-09	Time	10:28	Sent To

Notes

2009-04-09 10:41:02

TO "C3"

Review Stop	L			LANDSCAPING
Rev No	2	Status	P	Date	2009-08-18			Cont ID
Sent By	rkussner			Date	2009-08-18	Time	09:22	Rev Time	0.00
Received By	rkussner			Date	2009-08-18	Time	09:22	Sent To

Notes

***NONE***

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	2009-08-18			Cont ID
Sent By	rkussner			Date	2009-08-06	Time	09:21	Rev Time	0.00
Received By	rkussner			Date	2009-08-06	Time	16:52	Sent To

Notes

2009-08-06 16:54:44	*LANDSCAPE REVIEW FAILED*

	PLEASE ADDRESS THE ZONING COMMENTS MADE ON 7/29/09.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	5	Status	P	Date	2009-08-06			Cont ID
Sent By	rregueir			Date	2009-08-06	Time	11:54	Rev Time	0.00
Received By	rregueir			Date	2009-08-06	Time	11:54	Sent To

Notes

2009-08-06 11:54:31

MISSING PAGES SUPPLIED

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	F	Date	2009-08-05			Cont ID
Sent By	rregueir			Date	2009-08-05	Time	20:38	Rev Time	0.00
Received By	rregueir			Date	2009-08-05	Time	20:12	Sent To

Notes

2009-08-05 20:38:34	REVIEW COMPLETE. ONE SET OF PLANS IS COMPLIANT AND
	CONTAINS REVISED PAGE SP-1 WITH DERM APPROVAL AND PAGE
	RP-1. THIS WOULD BE ADEQUATE FOR A PASSED MECHANICAL
	REVIEW. HOWEVER, THE 2ND SET OF PLANS IS MISSING THESE
	TWO PAGES. REVIEW CANNOT BE PASSED UNTIL TWO COMPLETE
	AND MATCHING SETS OF PLANS ARE SUBMITTED.

	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	F	Date	2009-07-27			Cont ID
Sent By	rregueir			Date	2009-07-27	Time	20:38	Rev Time	0.00
Received By	rregueir			Date	2009-07-27	Time	20:23	Sent To

Notes

2009-07-27 20:38:17	DENIED

	WRITTEN RESPONSE FROM ARCHITECT INDICATES PBC DERM
	APPROVED PLANS WERE INCLUDED. PAGE SP-1 WHICH WAS
	PREVIOUSLY APPROVED BY DERM HAS BEEN REVISED AND MUST
	BE RE-SUBMITTED TO DERM FOR APPROVAL PRIOR TO PERMIT
	ISSUANCE. PLEASE PROVIDE TWO COPIES OF DERM APPROVED
	PLANS (PAGE SP-1 AND TANK SUBMITTAL) UPON RESUBMISSION.

	NOTE: GENERATOR EXHAUST SHALL BE MINIMUM 10' (MEASURED
	HORIZONTALLY) FROM OUTSIDE AIR INTAKES AND OPENINGS
	INTO THE BUILDING INACCORDANCE WITH FBC-M 401.5.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2009-07-20			Cont ID
Sent By	rregueir			Date	2009-07-20	Time	15:44	Rev Time	0.00
Received By	rregueir			Date	2009-07-20	Time	15:43	Sent To

Notes

2009-07-20 15:44:11

PREVIOUS REVIEW COMMENTS NOT ADDRESSED.

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2009-04-14			Cont ID
Sent By	rregueir			Date	2009-04-14	Time	19:19	Rev Time	0.00
Received By	rregueir			Date	2009-04-14	Time	19:15	Sent To

Notes

2009-04-14 19:19:09	REVIEW #: 1ST
	ACTION: DENIED

	FBC 2007 CODE FAMILY W/ 2009 SUPPLEMENTS
	FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	1. PLEASE ADJUST THE PROVIDED PERMIT VALUATION TO
	INCLUDE ALL EQUIPMENT, MATERIALS, LABOR AND DESIGN
	COSTS ASSOCIATED WITH THIS SCOPE OF WORK, INCLUDING THE
	GENERATOR, FUEL TANK, TRANSFER SWITCHES, ELECTRICAL
	WORK, ETC.

	2. PLEASE PROVIDE MANUFACTURER'S SUBMITTAL DATA FOR THE
	SUB BASE FUEL TANK SHOWING LISTINGS AND RATINGS AS
	REQUIRED IN ACCORDANCE WITH FBC-M 915.

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

Review Stop	Z			ZONING
Rev No	4	Status	P	Date	2009-08-17			Cont ID
Sent By	jroach			Date	2009-08-17	Time	09:27	Rev Time	0.00
Received By	jroach			Date	2009-08-17	Time	09:27	Sent To

Notes

2009-08-17 09:30:31	ZONING PLAN REVIEW

	PERMIT NO.: 09040174
	ADDRESS: 1590 FLORIDA MANGO ROAD
	CONTRACTOR/CONTACT: NAT HEALY
	TELEPHONE NO.: 635.6935
	SCOPE OF REVIEW: EMERGENCY GENERATOR

	REVIEW STATUS: PASSED WITH PROVISO

	THE PERMIT IS ISSUED SUBJECT TO THE FOLLOWING:

	1) THE SITE PLAN AND LANDSCAPE PLANS SUBMITTED AND
	APPROVED AS PART OF BLDG. PERMIT NO. 08090611 SHALL BE
	REVISED TO SHOW THE ACCURATE LOCATION OF THE GENERATOR,
	ALLOWING ALL PERMITS/PLANS TO BE CONSISTENT.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN ROACH, SENIOR PLANNER
	CITY OF WEST PALM BEACH
	PLANNING AND ZONING DEPARTMENT
	401 CLEMATIS STREET - P.O. BOX 3366
	WEST PALM BEACH, FLORIDA 33402

	PHONE: 561.822.1435
	FAX: 561.822.1459

	EMAIL: [email protected]

	WWW.CITYOFWPB.COM

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	2009-07-30			Cont ID
Sent By	jroach			Date	2009-07-30	Time	17:29	Rev Time	0.00
Received By	jroach			Date	2009-07-30	Time	17:29	Sent To

Notes

2009-07-30 17:32:43	ZONING PLAN REVIEW

	PERMIT NO.: 09040174
	ADDRESS: 1590 FLORIDA MANGO ROAD
	CONTRACTOR/CONTACT: NAT HEALY
	TELEPHONE NO.: 635.6935
	SCOPE OF REVIEW: EMERGENCY GENERATOR

	REVIEW STATUS: FAILED

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
	REVIEW COMMENTS:

	THE COMMENT BELOW IS A REPEAT COMMENT...

	1) THE SITE PLAN SUBMITTED WITH THIS PERMIT DOES NOT
	MATCH THAT SUBMITTED AND APPROVED AS PART OF BLDG.
	PERMIT NO. 08090611. BLDG. PERMIT NO. 08090611 WILL
	NEED TO BE REVISED TO PROVIDE FOR THE REVISED LOCATION
	OF THE GENERATOR (THIS WILL INCLUDE THE SITE AND
	LANDSCAPE PLANS).

	A PROVISO WAS NOT ISSUED AS THIS APPLICATION HAS FAILED
	OTHER TRADES. PLEASE TRY TO ADDRESS THE COMMENT
	PROVIDED ABOVE SO AS TO AVOID HAVING A PROVISO. IF ALL
	OTHER TRADES HAVE PASSED THE APPLICATION AND THE ABOVE
	COMMENT REMAINS, A PROVISO WILL BE CONSIDERED.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN ROACH, SENIOR PLANNER
	CITY OF WEST PALM BEACH
	PLANNING AND ZONING DEPARTMENT
	401 CLEMATIS STREET - P.O. BOX 3366
	WEST PALM BEACH, FLORIDA 33402

	PHONE: 561.822.1435
	FAX: 561.822.1459

	EMAIL: [email protected]

	WWW.CITYOFWPB.COM

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2009-06-24			Cont ID
Sent By	jroach			Date	2009-06-24	Time	14:46	Rev Time	0.00
Received By	jroach			Date	2009-06-24	Time	14:46	Sent To

Notes

2009-06-24 14:55:35	ZONING PLAN REVIEW

	PERMIT NO.: 09040174
	ADDRESS: 1590 FLORIDA MANGO ROAD
	CONTRACTOR/CONTACT: NAT HEALY
	TELEPHONE NO.: 635.6935
	SCOPE OF REVIEW: EMERGENCY GENERATOR

	REVIEW STATUS: FAILED

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
	REVIEW COMMENTS:

	THE COMMENT BELOW IS A REPEAT COMMENT....ADDITIONAL
	INFORMATION IS PROVIDED IN ALL CAPS.

	1) PURUSANT TO SECTION 94-444(B) OF THE CITY'S ZONING
	AND LAND DEVELOPMENT REGULATIONS, GENERATORS SHALL BE
	SCREENED. SCREENING SHALL CONSIST OF BRICK, DECORATIVE
	CONCRETE, OTHER DECORATIVE MASONRY, OR COMPARABLY
	DURABLE WOOD AND STEEL. THE SCREENING SHALL COMPLETELY
	OBSCURE THE PROPOSED GENERATOR. IN ADDITION, THE
	SCREENING SHALL BE LANDSCAPED WITH SHRUBS AND HEDGES
	PLANTED AT TWO-FOOT INTERVALS. THE SITE PLAN SUBMITTED
	WITH THIS PERMIT DOES NOT MATCH THAT SUBMITTED AND
	APPROVED AS PART OF BLDG. PERMIT NO. 08090611. BLDG.
	PERMIT NO. 08090611 WILL NEED TO BE REVISED TO PROVIDE
	FOR THE REVISED LOCATION OF THE GENERATOR (THIS WILL
	INCLUDE THE SITE AND LANDSCAPE PLANS). ADDITIONALLY,
	DETAILS WILL NEED TO BE PROVIDED REGARDING THE PROPOSED
	SCREENING. THE PLANS SHOW A CONCRETE WALL, BUT NO
	STRUCTURAL DETAILS HAVE BEEN PROVIDED (I.E. HEIGHT,
	ETC.). PLEASE PROVIDE THIS INFORMATION.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN ROACH, SENIOR PLANNER
	CITY OF WEST PALM BEACH
	PLANNING AND ZONING DEPARTMENT
	401 CLEMATIS STREET - P.O. BOX 3366
	WEST PALM BEACH, FLORIDA 33402

	PHONE: 561.822.1435
	FAX: 561.822.1459

	EMAIL: [email protected]

	WWW.CITYOFWPB.COM

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2009-04-15			Cont ID
Sent By	jroach			Date	2009-04-15	Time	10:32	Rev Time	0.00
Received By	jroach			Date	2009-04-15	Time	10:32	Sent To

Notes

2009-04-15 10:40:55	ZONING PLAN REVIEW

	PERMIT NO.: 09040174
	ADDRESS: 1590 FLORIDA MANGO ROAD
	CONTRACTOR/CONTACT: NAT HEALY
	TELEPHONE NO.: 635.6935
	SCOPE OF REVIEW: EMERGENCY GENERATOR

	REVIEW STATUS: FAILED

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
	REVIEW COMMENTS:

	1) PURUSANT TO SECTION 94-444(B) OF THE CITY'S ZONING
	AND LAND DEVELOPMENT REGULATIONS, GENERATORS SHALL BE
	SCREENED. SCREENING SHALL CONSIST OF BRICK, DECORATIVE
	CONCRETE, OTHER DECORATIVE MASONRY, OR COMPARABLY
	DURABLE WOOD AND STEEL. THE SCREENING SHALL COMPLETELY
	OBSCURE THE PROPOSED GENERATOR. IN ADDITION, THE
	SCREENING SHALL BE LANDSCAPED WITH SHRUBS AND HEDGES
	PLANTED AT TWO-FOOT INTERVALS.

	2) SETBACKS SHALL BE PROVIDED ON THE SITE PLAN SHOWING
	THE DISTANCE BETWEEN THE GENERATOR AND THE PROPERTY
	LINE.

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