City of West Palm Beach eGovPlus

Plan Review Details - Permit 07070203

Plan Review Stops For Permit 07070203

Review Stop	AD			ADDRESSING
Rev No	3	Status	P	Date	2008-10-31			Cont ID
Sent By	jnguyen			Date	2008-10-31	Time	15:10	Rev Time	0.00
Received By	jnguyen			Date	2008-10-31	Time	8:00	Sent To

Notes

2008-10-31 15:09:12	THIS ADDRESS LOCATION IS VALID. HOWEVER, I ALSO WANTED
	TO NOTE THAT JAMES & I HANDLED A PALM BEACH COUNTY
	UNITY OF TITLE DEED THAT MENTIONED THAT THESE TWO
	PARCELS PCN# 74434404010000141 & PCN# 74434404020070010
	WERE GOING TO BE MERGED. THEY BOTH SHARE THE SAME
	PRIMARY ADDRESS OF 4805 S DIXIE HWY. I E-MAILED &
	CALLED THE APPROPRIATE PERSONNEL AT THE COUNTY TO TRY
	TO DISCERN WHICH PCN# WAS GOING TO TAKE PRECEDENT OR IF
	A COMPLETELY NEW ONE WAS GOING TO BE ISSUED (AS A
	RESULT OF THE MERGER). UNFORTUNATELY, NO ONE YET AT THE
	COUNTY HAS GOTTEN BACK TO ME IN TIME. I JUST WANTED TO
	INFORM ALL INTERESTED PARTIES THAT THIS PERMIT RECORD
	MAY "POSSIBLY" NEED TO BE MOVED UNDER A "POTENTIALLY"
	DIFFERENT PCN# (DEPENDING ON WHICH PCN# GETS ISSUED BY
	THE COUNTY FROM THE MERGER OF PCN# 74434404010000141 &
	PCN# 74434404020070010).

Review Stop	AD			ADDRESSING
Rev No	2	Status	F	Date	2008-04-21			Cont ID
Sent By	lursu			Date	2008-04-21	Time	11:26	Rev Time	0.00
Received By	lursu			Date	2008-04-21	Time	11:26	Sent To

Notes

2008-04-21 11:32:26	THE SITE ADDRESS IN USE 4805 S DIXIE HWY DOES NOT
	REFLECT THE EXACT LOCATION OF THE WORK .PERMIT
	APPLICATION DESCRIBES THE ADDRESS AS 4805-4815 S DIXIE
	HWY AND THE " LEFT SIDE OF THE BUILDING" .SINCE ARE 2
	BUILDINGS AND 2 PARCELS ,PCN = 74434404020070010 & PCN=
	74434404010000141 WITH SAME ADDRESS 4805 S DIXIE HWY
	,PLEASE SPECIFY WHERE THE SITE ADDRESS OF 4815 S DIXIE
	HWY IS LOCATED AND IF THIS ADDRESS IS POSTED ON THE
	STRUCTURE.

	QUESTIONS/COMMENTS:
	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	2007-08-08			Cont ID
Sent By	rsimolo			Date	2007-07-25	Time	15:29	Rev Time	4.44
Received By	jwitmer			Date	2007-08-08	Time	15:00	Sent To

Notes

2007-08-08 15:44:50	4805 S DIXIE HWY/ 07070203

	BUILDING PLAN REVIEW
	PERMIT: 07070203
	ADD: 4805 S DIXIE HWY
	CONT: MOUW ASSOCIATES INC
	TEL: (561)715-0845
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED

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

	2) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
	WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
	WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
	ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
	THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
	THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
	CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.

	3) THE PERMIT APPLICATION DESCRIPTION OF PROJECT NEEDS
	TO ACCURATE TO THE WORK THAT IS ILLUSTRATED IN THE
	PLANS, PLEASE CORRECT APPLICATION OR DELETE WORK FROM
	PLAN. 106.1.1*
	INFORMATION ON CONSTRUCTION DOCUMENTS.

	4) THE APPLICATION HAS AN ADDRESS RANGE FROM 4805- 4815
	S DIXIE, THE CITY RECORDS AS WELL AS THE PROPERTY
	APPRAISERS OFFICE LIST THIS PROPERTY UNDER THE PROPERTY
	CONTROL NUMBER AS 4805 S DIXIE, PLEASE CORRECT. IF
	ADDITIONAL SUITE ADDRESSES WILL BE REQUIRED CONTACT
	LILY URSA (MIS DEPARTMENT) AT(561)822-1239.

	5) 04.2.1.3 THE BUILDING OFFICIAL MAY SET STANDARDS
	THROUGH DEPARTMENTAL POLICY STANDARDS FOR PLANS AND
	SPECIFICATIONS. "NO WHITE OUT" ALLOWED ON PLANS. SEE
	SHEET A1.01 BOTH IN THE HEADER STRIP AND IN THE BODY OF
	THE PLAN SEE GENERAL PROJECT DATA.

	6) SHEET A1.01 PLEASE UPDATE THE CODE REFERENCE TO THE
	2004 FBC BUILDING W/ 2006 AMENDMENTS.

	7) PLEASE PROVIDE THE LAST KNOWN OCCUPANCY TYPE?
	106.1.2* ADDITIONAL INFORMATION REQUIRED.

	8) THE PERMIT APPLICATION DESCRIPTION OF PROJECT MAY
	NEED TO BE MODIFIED TO SHOW INTENDED USE BUT AS THE
	PLANS INDICATE NOW THIS WILL BE A SINGLE MERCANTILE
	TENANT WITH 22,164 SQ FT WITHIN THE TENANT SPACE.
	PLEASE SEE,903.2.6 GROUP M.
	AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED
	THROUGHOUT BUILDINGS CONTAINING A GROUP M OCCUPANCY
	WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:
	1.WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE
	FEET (1115 M 2 );
	PLEASE UPDATE PLANS PROVIDING AN AUTOMATIC FIRE
	SPRINKLER SYSTEM OR SPLIT THE BUILDING INTO 2 FIRE
	AREAS EACH LESS THAN 12,000 SQ FT.
	DEFINITION: FIRE AREA. THE AGGREGATE FLOOR AREA
	ENCLOSED AND BOUNDED BY FIRE WALLS, FIRE BARRIERS,
	EXTERIOR WALLS OR FIRE-RESISTANCE-RATED HORIZONTAL
	ASSEMBLIES OF A BUILDING.

	9) SHEET A1.01 CODE ANALYSIS INDICATES THIS ALTERATION
	IS TO BE A LEVEL II ALTERATION ,PLEASE SEE 2004 EBC
	EXISTING BUILDING CODE 2006 AMENDMENTS SECTION 707.5.2

	A LEVEL III IS WHERE 30 % OF THE TOTAL SUM OF THE FLOOR
	AND ROOF AREAS OF THE BUILDING ARE INVOLVED IN
	STRUCTURAL ALTERATIONS WITHIN A 12-MONTH PERIOD, PLEASE
	CORRECT AND SEE THE REQUIREMENTS OF CHAPTER 7, EXISTING
	BUILDING CODE INCLUSIVE OF 708 ENERGY CONSERVATION.
	708.1 MINIMUM REQUIREMENTS. ALTERATIONS SUBJECT TO THIS
	CHAPTER SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER
	13 OF THE FLORIDA BUILDING CODE.

	10) SHEET A1.01 EGRESS DATA (NEW ADDITION ONLY) WHAT
	PORTION OF THIS WORK IS THE NEW ADDITION?106.1.2
	ADDITIONAL INFORMATION REQUIRED.

	11) SHEET A1.01 EGRESS DATA ALSO LISTMERCANTILE AS
	WELL AS AN UNCONCENTRATED ASSEMBLY IS THE PURPOSE OF
	THE ASSEMBLY OCCUPANCY FOR A FUTURE TENANT BUILDOUT?.

	12)SHEETS A1.01 AND A2.01 BOTH INDICATE (2) AREAS OF
	CONCERN WITH TABLE 601.

	12A) THE NORTH WALL OF THE BUILDING SETS WITHIN A FOOT
	OF THE PROPERTY LINE, WITH 3 STOREFRONT OPENINGS, TABLE
	602 WILL REQUIRE THIS WALL TO BE A 3HR RATED WALL AND
	TABLE 704.8 INDICATES THERE CAN BE NO OPENINGS.

	12B) THE SOUTHWEST CORNER OF THE BUILDING WHERE THE
	NEWLY RELOCATED ELECTRIC METER IS LOCATED THIS WALL
	WILL ALSO NEED TO STATE THE DISTANCE FROM THE PROPERTY
	LINE SEE TABLE 602 FOR HOURLY RATINGS.

	13) SHEET A2.01 PLEASE PROVIDE THE ACCESS AISLE FOR THE
	HANDICAPPED PARKING SPACE.
	11-4.6.2(1)ALL SPACES MUST BE LOCATED ON AN
	ACCESSIBLE ROUTE NO LESS THAN 44 INCHES (1118 MM)WIDE
	SO THAT USERS WILL NOT BE COMPELLED TO WALK OR WHEEL
	BEHIND PARKED VEHICLES.

	14) SHEET A2.02 ROOF PLAN DOESN?T INDICATE ANY ROOF
	DRAINAGE, DIRECTION OF DRAINAGE, PRIMARY OR SECONDARY
	DRAINAGE SYSTEMS. PLEASE PROVIDE ADDITIONAL INFORMATION
	IN REGARDS TO 1503.4 ROOF DRAINAGE.
	UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES,
	DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL
	COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING ,
	CHAPTER 11 .

	15) SHEET A2.02 INDICATES NEW AWNINGS, TO BE COVERED
	UNDER A SEPARATE PERMIT WITH ASSOCIATED FEES AND
	REVIEWS. 3202.3 ENCROACHMENTS 8 FEET OR MORE ABOVE
	GRADE.
	ENCROACHMENTS 8 FEET (2438 MM) OR MORE ABOVE GRADE
	SHALL COMPLY WITH SECTIONS 3202.3.1 THROUGH 3202.3.4 .

	AWNINGS
	3202.3.1 AWNINGS , CANOPIES, MARQUEES AND SIGNS.
	AWNINGS , CANOPIES, MARQUEES AND SIGNS SHALL BE
	CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS
	SPECIFIED IN CHAPTER 16 . AWNINGS , CANOPIES, MARQUEES
	AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE
	ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE
	THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM
	THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT
	AWNINGS , CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED
	NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE.

	15) SHEET A7.01 THE DETAIL# 3 INDICATES A NEW ENTRY
	AREAS WITH A SECTION THROUGH HOW THIS AREAIS TO BE
	BUILT. THE WALL AREA REMOVED DOES HOWEVER LEAVE 3
	COURSES OF BLOCK IN THE AIR WITH A NOTE SEE STRUCTURAL
	FOR REINFORCEMENT. THE STRUCTURAL SHEET S2.01 HOWEVER
	DOES NOT DETAIL ANY WORK ON THE BUILDING NOT FACING
	DIXIE HWY. ADDITIONAL INFORMATION REQUIRED 106.1.2.

	16)SHEET A7.01 THE DETAIL# 4 INDICATES A NEW ENTRY
	AREAS WITH A SECTION THROUGH HOW THIS AREAIS TO BE
	BUILT. THE WALL AREA REMOVED DOES HOWEVER LEAVE 3
	COURSES OF BLOCK IN THE AIR WITH A NOTE SEE STRUCTURAL
	FOR REINFORCEMENT. THE STRUCTURAL SHEET S2.01 HOWEVER
	DOES NOT DETAIL ANY WORK ON THE BUILDING NOT FACING
	DIXIE HWY. ADDITIONAL INFORMATION REQUIRED 106.1.2.

	17) ) 1609.1.4 PROTECTION OF OPENINGS. IN WIND-BORNE
	DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
	M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
	MISSILE TEST.


	18)PRODUCT APPROVALS SUBMITTED WITH PERMIT
	APPLICATION AFTER OCTOBER 1, 2003
	ARE REQUIRED TO COMPLY WITH THE FLORIDA PRODUCT
	APPROVAL SYSTEM. FOR INFORMATION
	PLEASE SEE THE STATE WEBSITE AT
	WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
	APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
	SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
	STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
	SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
	SITE SPECIFIC FORM PER RULE 9B-72.

	19)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
	PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
	OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS
	FOLLOWS:
	A) STOREFRONT WINDOWS- NO REPORT SUBMITTED
	B) GLAZED DOORS- NO REPORT SUBMITTED
	C) MULLIONS HORIZONTAL OR VERTICAL
	D) LINTELS NO REPORT SUBMITTED
	E) EXTERIOR METAL HOLLOW CORE DOORS NO REPORT
	SUBMITTED
	F) ROOFING ASSEMBLIES SEE NOTE BELOW
	G) STORM SHUTTERS SEE NOTES BLOW

	19) ROOFING REPORT:THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	XX___ CONTRACTOR DID NOT PROVIDE THE MEANROOF
	HEIGHT.

	XX___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.

	XX___ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE
	USED.

	XX___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR
	ZONE _2& 3__ .

	POSSIBLY___ THE SYSTEM PROVIDED STATESLIMITATION#
	7, SHOULD THE FASTENERRESISTANCE BE LESS THAN THAT
	REQUIRED, AS DETERMINED BY THEBUILDING OFFICIAL, A
	REVISEDFASTENER SPACING, PREPARED , SIGNEDAND
	SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER,
	REGISTERED ARCHITECT OR REGISTERED ROOF CONSULTANT MAY
	BE SUBMITTED.

	POSSIBLY___THE SYSTEM PROVIDED INDICATESLIMITATION#
	9, NO ENHANCED FASTENING ALLOWED.

	20) HURRICANE MANUFACTURING CORP. SERIES HMC 1000 AL
	STOREFRONT SYSTEM REQUIRES A FLORIDA COVERSHEET AND
	ASSOCIATED REPORT BY ENGCO INC # 05-228.

	21) SHEETA3.02DETAIL# 5 IS THE WALL ADJACENT TO THE
	BRAILLE CLUB OF THE PALM BEACHES, THIS APPEARS TO BE A
	ZERO LOT LINE WALL REQUIRING A 3 HR FIRE RATING. AS
	DISCUSSED EARLIER UNDER COMMENT#12A THERE CAN BE NO
	OPENINGS ON THIS WALL, PLEASE LOOK AT SECTION 602.3

	TYPE III BUILDINGS: 602.3 TYPE III.
	TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN
	WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE
	MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY
	MATERIAL PERMITTED BY THIS CODE. FIRE-RETARDANT-TREATED
	WOOD FRAMING COMPLYING WITH SECTION 2303.2 SHALL BE
	PERMITTED WITHIN EXTERIOR WALL ASSEMBLIES OF A 2-HOUR
	RATING OR LESS.
	THIS PARTICULAR WALL AND PARAPET WILL REQUIRE A 3 HOUR
	FIRE RATING!!! PLEASE REVISE DETAILS.

	22) THE STRUCTURAL SHEETS DO NOT INDICATE AS TO WHAT
	CODE OR TO WHAT WIND DESIGN THEY DESIGNED THIS BUILDING
	TOO?

	2004 FL. BLD CODE 1603.1.4 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.

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

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

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	5	Status	F	Date	2009-09-21			Cont ID
Sent By	jwitmer			Date	2009-09-21	Time	16:58	Rev Time	1.50
Received By	jwitmer			Date	2009-09-21	Time	15:33	Sent To

Notes

2009-09-21 16:57:10	4805 S DIXIE HWY/ 07070203

	BUILDING PLAN REVIEW
	PERMIT: 07070203
	ADD: 4805 S DIXIE HWY
	CONT: MOUW ASSOCIATES INC
	TEL: (561)715-0845
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVISION# 1 REVIEW
	ACTION: DENIED
	SEPT. 21/ 2009

	1) SHEET A3.01 & A3.02 DETAIL# 3. THE NORTH WALL OF THE
	BUILDING SETS WITHIN A FOOT OF THE PROPERTY LINE, WITH
	2 STOREFRONT OPENINGS, TABLE 602 WILL REQUIRE THIS WALL
	TO BE A 3HR RATED WALL AND TABLE 704.8 INDICATES THERE
	CAN BE NO OPENINGS.

	2) SHEET A7.01:

	2A) PLANS INDICATE THE USE OF A C10 X 25 CHANNEL TO BE
	MOUNTED TO THE EXISTING BEARING BLOCK WALL, AND TO BE
	GROUTED, WHAT STRENGTH WILL THE DESIGN MIX BE? COURSE
	OR FINE GROUT?

	2B) THE PLANS INDICATE THE C10 X 25 CHANNEL BUT THERE
	ARE TWO UNKNOWNS:
	1) HOW FAR DOES THE CHANNEL GO PAST THE COLUMN LINE.
	2) WHERE DOES THE FIRST EMBED START FROM THE END OF THE
	C- CHANNEL.

	3) SHEET A7.01; 106.1.2 ADDITIONAL INFORMATION
	REQUIRED, 1609.1.2, & RULE 9B-72.

	3A) IN DETAIL 2 & 3 IS ILLUSTRATED A INSET ALCOVE WITH
	STEEL STUD CEILING JOIST. THE PLANS INDICATE A STEEL
	ANGLE 1 1/2" X 11/2" X 1/4" @ 4'-0" O.C. THE PLANS LACK
	THE ATTCHMENT METHOD
	AT THE STEEL ANGLE HEADER NOR DO THEY PROVIDE DETAIL AT
	THE BAR JOIST, WHAT HAPPENS IF THE BAR JOIST DO NOT
	LINE UP WITH THE FOUR FT ON CENTER?

	3B) THE SECOND ISSUE IS THE STEEL ANGLE HEADER NO
	SIZING INFORMATION HAS BEEN PROVIDED, THE ONLY DETAIL
	PROVIDED IS THE BACK WALL, THE PLANS DO NOT PROVIDE A
	CUT SECTION THROUGH THE SIDE WALL OF THE ALCOVE TO SEE
	IF THE HEADER IS CONTINIOUS AND WHAT TYPE OF BRACING IS
	REQUIRED FROM THE BAR JOIST FOR LATERAL SUPPORT.

	3C) THE DETAIL ALSO DOES NOT INDICATE THE USE OF ANY
	CORNER POST MAKING THE ALCOVE HANG INDEPNDENTLY FROM
	THE STRUCTURAL ELEMENTS LOCATED ABOVE THE NEW ALCOVE
	FRAMING. WHILE SHEET A9.01 DOES INDICATE A 90 DEGREE
	OUTSIDE CORNER THE PLANS NOR ANY PRODUCT APPROVALS
	INDICATE ANY INSIDE CORNERS WITH THE SILL AND HEADER
	LOCATED WITHIN THE INTERIOR SPACE. PLEASE PROVIDE
	PRODUCT TESTING INDICATING LARGE MISSILE TESTING AS
	WELL AS WIND PRESSURE. SHEET 18, 19 & 19A ALL INDICATE
	WHERE TTHE EXTERIOR OF THE WINDOW FRAME IS LOCATED
	MAKING THE DETAIL A OUTSIDE OR EXTERIOR CORNER WITH THE
	FRAMING LOCATED WITHIN THE TENANT SPACE.

	3D) WITHIN THE PRODUCT APPROVAL (NOA 08-1104.03) PLEASE
	INDICATE THE GLAZING OPTION AND MULLION FOR THIS
	EFFECTS THE SIZE AND PRESSURE OF THE WINDOW OPENINGS.

	4) THE SCOPE OF WORK HAS DRAMATICALLY CHANGED PLEASE
	UPDATE THE VALUE OF WORK TO BE COMPLETED UNDERTHIS
	PERMIT. W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF
	PERMIT FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
	MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS
	REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
	AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
	ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.

	108.3* BUILDING PERMIT VALUATION.
	IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
	CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
	ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
	APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
	PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
	VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
	REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
	SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
	STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
	FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
	BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
	COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
	VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
	DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
	(MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
	FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
	CONGRESS.

	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.

	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.

	STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
	DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
	NOTICE.

	OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
	- 5:00 PM.

	JIM WITMER C. B. O.
	COMMERCIAL COMBINATION PLAN REVIEW

	TEL: (561)805-6715
	FAX: (561)805-6731
	E-MAIL: [email protected]
	SURVEY:
	WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES

	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.

	MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
	FLORIDA SAVING LIVES AND PROPERTY SINCE 1953

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	P	Date	2008-10-20			Cont ID
Sent By	jwitmer			Date	2008-10-20	Time	11:39	Rev Time	0.77
Received By	jwitmer			Date	2008-10-20	Time	11:10	Sent To

Notes

2008-10-20 11:40:54	NO ROOFING CONTRACTOR SIGNED ON NOR NO ROOFING PRODUCT
	APPROVALS WERE SUBMITTED, WILL REQUIRE A SEPERATE
	PERMIT, FEES AND REVIEW.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2008-04-17			Cont ID
Sent By	jwitmer			Date	2008-04-17	Time	13:21	Rev Time	2.22
Received By	jwitmer			Date	2008-04-17	Time	13:21	Sent To

Notes

2008-04-17 13:36:14	BUILDING PLAN REVIEW
	PERMIT: 07070203
	ADD: 4805 S DIXIE HWY
	CONT: MOUW ASSOCIATES INC
	TEL: (561)715-0845
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS
	APRIL 17,2008

	3RDREVIEW
	ACTION: DENIED

	1)PLEASE SEE ATTACHED SHEETS FROM THE PROPERTY
	APPRAISERS OFFICE IT APPEARS THERE IS A LOT LINE THAT
	RUNS THROUGH THE PROPERTY REQUIRING A UNITY OF TITLE.
	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
	601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
	NOT APPLICABLE.

	2) IT HAS BEEN BROUGHT TO MY ATTENTION THAT THE ENERGY
	CODE COMPLIANCE FORMS ARE IN ERROR AND WOULD NEED
	CORRECTING:

	2A)WINDOWS NEED TO BE UPDATED TO INDICATE THE CURRENT
	NUMBER OF WINDOWS AND SQ FOOTAGE.
	2B) EXTERIOR GLAZED DOORS INDICATES NONE!


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

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

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2007-10-29			Cont ID
Sent By	jwitmer			Date	2007-10-29	Time	16:20	Rev Time	3.33
Received By	jwitmer			Date	2007-10-29	Time	16:20	Sent To

Notes

2007-10-29 16:38:20	4805 S DIXIE HWY/ 07070203

	BUILDING PLAN REVIEW
	PERMIT: 07070203
	ADD: 4805 S DIXIE HWY
	CONT: MOUW ASSOCIATES INC
	TEL: (561)715-0845
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS
	OCT.29, 2007

	2NDREVIEW
	ACTION: DENIED

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

	2) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
	WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
	WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
	ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
	THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
	THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
	CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.

	3) COMPLIED

	4) THE APPLICATION HAS AN ADDRESS RANGE FROM 4805- 4815
	S DIXIE, THE CITY RECORDS AS WELL AS THE PROPERTY
	APPRAISERS OFFICE LIST THIS PROPERTY UNDER THE PROPERTY
	CONTROL NUMBER AS 4805 S DIXIE, PLEASE CORRECT. IF
	ADDITIONAL SUITE ADDRESSES WILL BE REQUIRED CONTACT
	LILY URSA (MIS DEPARTMENT) AT(561)822-1239.

	5-7) COMPLIED.

	8)PLANS NOW INDICATE THE BUILDING WILL BE FULLY
	SPRINKLERED,SHEET A1.01 INDICATES AS SUCH AND ALSO
	INDICATES THE AREA INCREASES TAKEN FOR THE FIRE
	SPRINKLERS. BEFORE A PERMIT CAN BE ISSUED FOR THE
	REMODELING OF
	THIS BUILDING FIRE SPRINKLER LAYOUT PLANS WILL NEED TO
	ACCOMPANY THE BUILDING PLANS. NOTE ONCE THE BUILDING
	PERMIT IS ISSUED, THE FIRE SPINKLER COMPANY WILL NEED
	TO APPLY FOR THEIR OWN PLANS AND PERMIT, AT THIS TIME
	THE FIRE DEPARTMENT REVIEWS THE FIRE SPRINKLER PLANS
	AND ISSUES THE PERMIT FOR FIRE SPRINKLERS. 506.3
	AUTOMATIC FIRE SPRINKLER INCREASES, & 106.3.5.1.1(5)
	SCHEMATIC FIRE SPRINKLERS, MINIMUM PLAN REVIEW
	CRITERIA.

	9-12)

	13) 2ND REQUEST, SHEET A2.01 PLEASE PROVIDE THE ACCESS
	AISLE FOR THE HANDICAPPED PARKING SPACE. 11-4.6.2(1)
	ALL SPACES MUST BE LOCATED ON AN ACCESSIBLE ROUTE NO
	LESS THAN 44 INCHES (1118 MM)WIDE SO THAT USERS WILL
	NOT BE COMPELLED TO WALK OR WHEEL BEHIND PARKED
	VEHICLES.

	14) GUTTERS & DOWNSPOUTS. COMPIED.

	15) AWNINGS TO BE UNDER SEPERATE PERMIT. COMPLIED.

	16)COMPLIED.

	17) ) 1609.1.4 PROTECTION OF OPENINGS. IN WIND-BORNE
	DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
	M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
	MISSILE TEST.


	18) 2ND REQUEST,PRODUCT APPROVALS SUBMITTED WITH
	PERMIT APPLICATION AFTER OCTOBER 1, 2003
	ARE REQUIRED TO COMPLY WITH THE FLORIDA PRODUCT
	APPROVAL SYSTEM. FOR INFORMATION
	PLEASE SEE THE STATE WEBSITE AT
	WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
	APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
	SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
	STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
	SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
	SITE SPECIFIC FORM PER RULE 9B-72.

	19)2ND REQUEST, FL BLD CODE 1609.1.4: COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
	INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS
	ARE AS FOLLOWS:
	A) STOREFRONT WINDOWS- NO REPORT SUBMITTED
	B) GLAZED DOORS- NO REPORT SUBMITTED
	C) MULLIONS HORIZONTAL OR VERTICAL
	D) LINTELS NO REPORT SUBMITTED
	E) EXTERIOR METAL HOLLOW CORE DOORS NO REPORT
	SUBMITTED
	F) ROOFING ASSEMBLIES SEE NOTE BELOW, NO REPORT
	SUBMITTED
	G) STORM SHUTTERS SEE NOTES BLOW

	19) ROOFING REPORT:THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	XX___ CONTRACTOR DID NOT PROVIDE THE MEANROOF
	HEIGHT.

	XX___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.

	XX___ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE
	USED.

	XX___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR
	ZONE _2& 3__ .

	POSSIBLY___ THE SYSTEM PROVIDED STATESLIMITATION#
	7, SHOULD THE FASTENERRESISTANCE BE LESS THAN THAT
	REQUIRED, AS DETERMINED BY THEBUILDING OFFICIAL, A
	REVISEDFASTENER SPACING, PREPARED , SIGNEDAND
	SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER,
	REGISTERED ARCHITECT OR REGISTERED ROOF CONSULTANT MAY
	BE SUBMITTED.

	POSSIBLY___THE SYSTEM PROVIDED INDICATESLIMITATION#
	9, NO ENHANCED FASTENING ALLOWED.

	20) HURRICANE MANUFACTURING CORP. SERIES HMC 1000 AL
	STOREFRONT SYSTEM REQUIRES A FLORIDA COVERSHEET AND
	ASSOCIATED REPORT BY ENGCO INC # 05-228.

	21-22)

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

	BUILDING PLAN REVIEW II
	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	2007-09-05			Cont ID
Sent By	jwitmer			Date	2007-09-05	Time	14:50	Rev Time	3.33
Received By	jwitmer			Date	2007-09-05	Time	14:50	Sent To	PC

Notes

2007-09-05 14:51:21	4805 S DIXIE HWY/ 07070203

	BUILDING PLAN REVIEW
	PERMIT: 07070203
	ADD: 4805 S DIXIE HWY
	CONT: MOUW ASSOCIATES INC
	TEL: (561)715-0845
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	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 OF COMMENCEMENT 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) THE PERMIT APPLICATION DESCRIPTION OF PROJECT NEEDS
	TO ACCURATE TO THE WORK THAT IS ILLUSTRATED IN THE
	PLANS, PLEASE CORRECT APPLICATION OR DELETE WORK FROM
	PLAN. 106.1.1*
	INFORMATION ON CONSTRUCTION DOCUMENTS.

	4) THE APPLICATION HAS AN ADDRESS RANGE FROM 4805- 4815
	S DIXIE, THE CITY RECORDS AS WELL AS THE PROPERTY
	APPRAISERS OFFICE LIST THIS PROPERTY UNDER THE PROPERTY
	CONTROL NUMBER AS 4805 S DIXIE, PLEASE CORRECT. IF
	ADDITIONAL SUITE ADDRESSES WILL BE REQUIRED CONTACT
	LILY URSA (MIS DEPARTMENT) AT (561)822-1239.

	5) 04.2.1.3 THE BUILDING OFFICIAL MAY SET STANDARDS
	THROUGH DEPARTMENTAL POLICY STANDARDS FOR PLANS AND
	SPECIFICATIONS. "NO WHITE OUT" ALLOWED ON PLANS. SEE
	SHEET A1.01 BOTH IN THE HEADER STRIP AND IN THE BODY OF
	THE PLAN SEE GENERAL PROJECT DATA.

	6) SHEET A1.01 PLEASE UPDATE THE CODE REFERENCE TO THE
	2004 FBC BUILDING W/ 2006 AMENDMENTS.

	7) PLEASE PROVIDE THE LAST KNOWN OCCUPANCY TYPE?
	106.1.2* ADDITIONAL INFORMATION REQUIRED.

	8) THE PERMIT APPLICATION DESCRIPTION OF PROJECT MAY
	NEED TO BE MODIFIED TO SHOW INTENDED USE BUT AS THE
	PLANS INDICATE NOW THIS WILL BE A SINGLE MERCANTILE
	TENANT WITH 22,164 SQ FT WITHIN THE TENANT SPACE.
	PLEASE SEE, 903.2.6 GROUP M.
	AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED
	THROUGHOUT BUILDINGS CONTAINING A GROUP M OCCUPANCY
	WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:
	1. WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE FEET
	(1115 M 2 );
	PLEASE UPDATE PLANS PROVIDING AN AUTOMATIC FIRE
	SPRINKLER SYSTEM OR SPLIT THE BUILDING INTO 2 FIRE
	AREAS EACH LESS THAN 12,000 SQ FT.
	DEFINITION: FIRE AREA. THE AGGREGATE FLOOR AREA
	ENCLOSED AND BOUNDED BY FIRE WALLS, FIRE BARRIERS,
	EXTERIOR WALLS OR FIRE-RESISTANCE-RATED HORIZONTAL
	ASSEMBLIES OF A BUILDING.

	9) SHEET A1.01 CODE ANALYSIS INDICATES THIS ALTERATION
	IS TO BE A LEVEL II ALTERATION ,PLEASE SEE 2004 EBC
	EXISTING BUILDING CODE 2006 AMENDMENTS SECTION 707.5.2

	A LEVEL III IS WHERE 30 % OF THE TOTAL SUM OF THE FLOOR
	AND ROOF AREAS OF THE BUILDING ARE INVOLVED IN
	STRUCTURAL ALTERATIONS WITHIN A 12-MONTH PERIOD, PLEASE
	CORRECT AND SEE THE REQUIREMENTS OF CHAPTER 7, EXISTING
	BUILDING CODE INCLUSIVE OF 708 ENERGY CONSERVATION.
	708.1 MINIMUM REQUIREMENTS. ALTERATIONS SUBJECT TO THIS
	CHAPTER SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER
	13 OF THE FLORIDA BUILDING CODE.

	10) SHEET A1.01 EGRESS DATA (NEW ADDITION ONLY) WHAT
	PORTION OF THIS WORK IS THE NEW ADDITION? 106.1.2
	ADDITIONAL INFORMATION REQUIRED.

	11) SHEET A1.01 EGRESS DATA ALSO LIST MERCANTILE AS
	WELL AS AN UNCONCENTRATED ASSEMBLY IS THE PURPOSE OF
	THE ASSEMBLY OCCUPANCY FOR A FUTURE TENANT BUILDOUT?.

	12) SHEETS A1.01 AND A2.01 BOTH INDICATE (2) AREAS OF
	CONCERN WITH TABLE 601.

	12A) THE NORTH WALL OF THE BUILDING SETS WITHIN A FOOT
	OF THE PROPERTY LINE, WITH 3 STOREFRONT OPENINGS, TABLE
	602 WILL REQUIRE THIS WALL TO BE A 3HR RATED WALL AND
	TABLE 704.8 INDICATES THERE CAN BE NO OPENINGS.

	12B) THE SOUTHWEST CORNER OF THE BUILDING WHERE THE
	NEWLY RELOCATED ELECTRIC METER IS LOCATED THIS WALL
	WILL ALSO NEED TO STATE THE DISTANCE FROM THE PROPERTY
	LINE SEE TABLE 602 FOR HOURLY RATINGS.

	13) SHEET A2.01 PLEASE PROVIDE THE ACCESS AISLE FOR THE
	HANDICAPPED PARKING SPACE.
	11-4.6.2(1) ALL SPACES MUST BE LOCATED ON AN ACCESSIBLE
	ROUTE NO LESS THAN 44 INCHES (1118 MM)WIDE SO THAT
	USERS WILL NOT BE COMPELLED TO WALK OR WHEEL BEHIND
	PARKED VEHICLES.

	14) SHEET A2.02 ROOF PLAN DOESN?T INDICATE ANY ROOF
	DRAINAGE, DIRECTION OF DRAINAGE, PRIMARY OR SECONDARY
	DRAINAGE SYSTEMS. PLEASE PROVIDE ADDITIONAL INFORMATION
	IN REGARDS TO 1503.4 ROOF DRAINAGE.
	UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES,
	DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL
	COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING ,
	CHAPTER 11 .

	15) SHEET A2.02 INDICATES NEW AWNINGS, TO BE COVERED
	UNDER A SEPARATE PERMIT WITH ASSOCIATED FEES AND
	REVIEWS. 3202.3 ENCROACHMENTS 8 FEET OR MORE ABOVE
	GRADE.
	ENCROACHMENTS 8 FEET (2438 MM) OR MORE ABOVE GRADE
	SHALL COMPLY WITH SECTIONS 3202.3.1 THROUGH 3202.3.4 .

	AWNINGS
	3202.3.1 AWNINGS , CANOPIES, MARQUEES AND SIGNS.
	AWNINGS , CANOPIES, MARQUEES AND SIGNS SHALL BE
	CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS
	SPECIFIED IN CHAPTER 16 . AWNINGS , CANOPIES, MARQUEES
	AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE
	ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE
	THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM
	THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT
	AWNINGS , CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED
	NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE.

	15) SHEET A7.01 THE DETAIL# 3 INDICATES A NEW ENTRY
	AREAS WITH A SECTION THROUGH HOW THIS AREA IS TO BE
	BUILT. THE WALL AREA REMOVED DOES HOWEVER LEAVE 3
	COURSES OF BLOCK IN THE AIR WITH A NOTE SEE STRUCTURAL
	FOR REINFORCEMENT. THE STRUCTURAL SHEET S2.01 HOWEVER
	DOES NOT DETAIL ANY WORK ON THE BUILDING NOT FACING
	DIXIE HWY. ADDITIONAL INFORMATION REQUIRED 106.1.2.

	16) SHEET A7.01 THE DETAIL# 4 INDICATES A NEW ENTRY
	AREAS WITH A SECTION THROUGH HOW THIS AREA IS TO BE
	BUILT. THE WALL AREA REMOVED DOES HOWEVER LEAVE 3
	COURSES OF BLOCK IN THE AIR WITH A NOTE SEE STRUCTURAL
	FOR REINFORCEMENT. THE STRUCTURAL SHEET S2.01 HOWEVER
	DOES NOT DETAIL ANY WORK ON THE BUILDING NOT FACING
	DIXIE HWY. ADDITIONAL INFORMATION REQUIRED 106.1.2.

	17) ) 1609.1.4 PROTECTION OF OPENINGS. IN WIND-BORNE
	DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
	ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
	MISSILE TEST.


	18) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
	AFTER OCTOBER 1, 2003
	ARE REQUIRED TO COMPLY WITH THE FLORIDA PRODUCT
	APPROVAL SYSTEM. FOR INFORMATION
	PLEASE SEE THE STATE WEBSITE AT
	WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
	APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
	SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
	STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
	SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
	SITE SPECIFIC FORM PER RULE 9B-72.

	19) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
	PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
	OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS
	FOLLOWS:
	A) STOREFRONT WINDOWS- NO REPORT SUBMITTED
	B) GLAZED DOORS- NO REPORT SUBMITTED
	C) MULLIONS HORIZONTAL OR VERTICAL
	D) LINTELS NO REPORT SUBMITTED
	E) EXTERIOR METAL HOLLOW CORE DOORS NO REPORT
	SUBMITTED
	F) ROOFING ASSEMBLIES SEE NOTE BELOW
	G) STORM SHUTTERS SEE NOTES BLOW

	19) ROOFING REPORT: THIS ROOF IS MISSING OR NOT IN
	COMPLIANCE WITH THE FOLLOW ITEMS:

	XX___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF
	HEIGHT.

	XX___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.

	XX___ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE
	USED.

	XX___ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
	_2& 3__ .

	POSSIBLY___ 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.

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

	20) HURRICANE MANUFACTURING CORP. SERIES HMC 1000 AL
	STOREFRONT SYSTEM REQUIRES A FLORIDA COVERSHEET AND
	ASSOCIATED REPORT BY ENGCO INC # 05-228.

	21) SHEET A3.02 DETAIL# 5 IS THE WALL ADJACENT TO THE
	BRAILLE CLUB OF THE PALM BEACHES, THIS APPEARS TO BE A
	ZERO LOT LINE WALL REQUIRING A 3 HR FIRE RATING. AS
	DISCUSSED EARLIER UNDER COMMENT# 12A THERE CAN BE NO
	OPENINGS ON THIS WALL, PLEASE LOOK AT SECTION 602.3

	TYPE III BUILDINGS: 602.3 TYPE III.
	TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN
	WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE
	MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY
	MATERIAL PERMITTED BY THIS CODE. FIRE-RETARDANT-TREATED
	WOOD FRAMING COMPLYING WITH SECTION 2303.2 SHALL BE
	PERMITTED WITHIN EXTERIOR WALL ASSEMBLIES OF A 2-HOUR
	RATING OR LESS.
	THIS PARTICULAR WALL AND PARAPET WILL REQUIRE A 3 HOUR
	FIRE RATING!!! PLEASE REVISE DETAILS.

	22) THE STRUCTURAL SHEETS DO NOT INDICATE AS TO WHAT
	CODE OR TO WHAT WIND DESIGN THEY DESIGNED THIS BUILDING
	TOO?

	2004 FL. BLD CODE 1603.1.4 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.

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

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

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

Review Stop	E			ELECTRICAL
Rev No	4	Status	P	Date	2008-10-28			Cont ID
Sent By	dpalmer			Date	2008-10-28	Time	08:32	Rev Time	0.00
Received By	dpalmer			Date	2008-10-28	Time	08:32	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	3	Status	F	Date	2008-04-08			Cont ID
Sent By	dpalmer			Date	2008-04-08	Time	09:42	Rev Time	0.00
Received By	dpalmer			Date	2008-04-08	Time	09:42	Sent To

Notes

2008-04-08 09:42:52	DENIED 3RD REVIEW

	** PLEASE SEE SOME ITEMS FROM PREVIOUS REVIEW ARE STILL
	IN NEED OF ADDRESSING.

	1) NOTE: PLEASE SEE THE SUBMITTED ENERGY CALCULATIONS
	ARE STILL BEING SUBMITTED FOR METHOD A WHICH IS FOR
	WHOLE BUILDING COMPLIANCE. HOW IS THIS POSSIBLE WHEN
	THE SCOPE OF WORK IS NOT FOR THE WHOLE BUILDING? PLANS
	STILL SHOW SEVERAL ITEMS ARE STILL SHOWN AS EXISTING OR
	AREAS WHICH ARE NOT TO BE INCLUDED IN WORK.
	PLEASE KNOW THAT IN ORDER TO USE METHOD A, ALL BUILDING
	COMPONENTS MUST BE KNOWN, INSERTED AND MEETING CURRENT
	MINIMUM CODES. THIS IS NOT THE CASE ON THE CALCULATIONS
	SUBMITTED.
	PLEASE SEE RESPONSE AS THIS SPECIFICALLY SPEAKS OF A
	SHELL BUILDING. PLEASE SEE 13-101.1.6 WHICH IS FOR
	SHELL BUILDINGS AND IT DOES NOT PERMIT THE USE OF
	METHOD A YET METHOD A IS STILL BEING SUBMITTED.
	PLEASE SEE 13-101.1.3, 13-400.0.C.4,13-400.0.B,
	13-400.3.B, 13-400.3.C, 13-415.2, 13-415.2.ABC.1.1,
	.1.2 AND .1.3.
	PLEASE ALSO KNOW AS NOTED IN SECTIONS ABOVE THE VERSION
	SUBMITTED IS 3.0 WHICH IS NOT YET ADOPTED PER FBC.
	PLEASE SEE FBC 13-400.3.B, C AND EVEN A AS THIS SHOULD
	BE "VERSION" 2.5 WHICH INCORPORATES ENERGY GAUGE SUMMIT
	VERSIONS 3.0-3.14 WHICH ARE GENERATED BY VERSION 2.5.
	PLEASE SEE THERE ARE SEVERAL ITEMS ON PLANS WHICH DO
	NOT CORRELATE WITH THE SUBMITTED CALCULATIONS.
	FOR EXAMPLES:
	** NOT WHOLE BUILDING.

	** PLEASE SEE THE EXTERIOR LIGHTING ON PLANS AND EVEN
	ON SHEET E-2.1 DOES NOT CORRELATE WITH THE INPUT DATA
	REPORT OR SUMMARY SHEETS. THIS TABLE ON PLANS ALSO
	SHOWS A TABLE FOR METHOD B SPACE BY SPACE FOR EXTERIOR
	ONLY. IN EITHER CASE PLANS OR LIGHTING AS SHOWN DOES
	NOT CORRELATE WITH THE SUBMITTED CALCULATIONS.

	** PLEASE SEE THE LIGHTING INFORMATION ON THE EXTERIOR
	FIXTURES ON THE INPUT DATA REPORT ALSO DOES NOT
	CORRELATE WITH THE SUMMARY SHEETS SUBMITTED IN THE SAME
	CALCULATIONS.

	** NO FIXTURE LEGEND ON PLANS.

	** PLEASE SEE FOR ANOTHER EXAMPLE THE INPUT DATA
	REPORT/ENERGY CALCULATIONS SUBMITTED ARE NOT COMPLETE:
	SEE DOORS AS THIS SECTION IN BLANK AND CONTAINS NO
	INFORMATION. PLEASE LOOK FOR COMMENTS FROM OTHER TRADES
	FOR THIS ITEM AS THIS IS BEING GIVEN FOR INFORMATION.
	ALL BUILDING COMPONENTS AS WELL AS ELECTRICAL ETC ON
	PLANS SHALL COORDINATE WITH CALCULATIONS SUBMITTED.

	** THESE ITEMS ABOVE GIVEN AS SOME EXAMPLES AND IS IN
	NO WAY ALL ITEMS WHICH REQUIRE ATTENTION.
	NOTE #64 ON SHEET E-0.1 STATES ALL LIGHTING SHOWN IN
	COMPLIANCE WITH FBC AND CHAPTER 13. IT IS UNCLEAR WHERE
	THE MINIMUM CODE COMPLIANCE DETAILS ARE AT THIS TIME ON
	PLANS.

	2) NOTE: ONCE AGAIN PLEASE CORRELATE SCOPE OF WORK AS
	ELECTRICAL PLANS SHOW WORK BEING DONE IN ADJACENT SPACE
	YET ARCHITECTURAL PLANS SPECIFICALLY MAKE NOTES TO * NO
	DEMO WORK, EXISTING TO REMAIN* ETC.

	3) NOTE: PLEASE SEE NO LIGHTING CONTROLS ADDED TO PLANS
	PER 13-415.1.ABC.1.1, .1.2, .1.3 AND .1.4
	A NOTE WAS ADDED FOR EXTERIOR LIGHTING HOWEVER NO TIME
	CLOCK ETC WAS SHOWN.
	PLEASE SEE NO OTHER LIGHTING CONTROLS WERE LOCATED ON
	PLANS AND NOT SHOWN ONCE AGAIN.

	4) NOTE: PLEASE VERIFY THE ADDITIONAL METER AND WHAT
	APPEARS TO BE A SERVICE AND PANELS NOW SHOWN ON THE
	WEST ELEVATION ON BUILDING INCLUDING THE INTERIOR WALL
	OF THE WEST ELEVATION. THESE ARE NO LABELED AND ARE NOT
	ON THE RISER.
	FBC 106.1.2 AND 106.3.5.1.2 FOR ADDITIONAL INFORMATION
	AND COORDINATION AS ADOPTED PER THE CITY OF WEST PALM
	BEACH.

	5) NOTE: PLEASE SEE FS 553.80(2) (B) WITH RESPECT TO
	REPEAT COMMENTS FOR CODE COMPLIANCE.
	THE FOLLOWING SECTIONS OF THE CODE WERE GIVEN IN THREE
	REVIEWS AND PLANS DO NOT SHOW COMPLIANCE AND IN SOME
	CASES NO CHANGES HAVE BEEN MADE TO PLANS.
	13-415.1.ABC.1.1, .1.2, .1.3,.1.4 AND 13-415.2 WERE
	GIVEN IN ALL THREE REVIEWS.
	PLEASE SEE THE STATUTORY REQUIRED FEE IS NOW ASSESSED
	DUE TO THESE SAME SECTIONS BEING REPEATED. THIS IS NOT
	A FEE REQUIRED BY LOCAL RULING; THIS IS A REQUIRED FEE
	PER STATUTE GIVEN ABOVE.
	THE FEE OF $4,920 WILL BE DUE BEFORE PLANS MAY BE
	RESUBMITTED. THE STATUTE REQUIRES THE FEE TO BE PAID
	BEFORE PLANS MAY BE RESUBMITTED.
	** ONE SET OF ELECTRICAL PLANS AND CALCULATIONS ARE
	BEING RETAINED BY THIS OFFICE.


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

	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 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 REVIEW PROCESS AND AVOID ANY
	DELAYS.

	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	2	Status	F	Date	2007-10-16			Cont ID
Sent By	dpalmer			Date	2007-10-16	Time	13:05	Rev Time	0.00
Received By	dpalmer			Date	2007-10-16	Time	12:29	Sent To

Notes

2007-10-16 13:05:31
	* DENIED 2ND REVIEW *

	** PLEASE SEE SOME NOTES FROM PREVIOUS REVIEW ARE STILL
	IN NEED OF ADDRESSING.


	1) NOTE: PLEASE SEE THE ADDRESS ON THE TITLE BLOCKS ON
	ARCHITECTURAL SHEETS CALL FOR 4805 S DIXIE, THE
	ELECTRICAL PLANS CALL FOR 4801-4815 AND PERMIT
	APPLICATION STILL INDICATES 4805-4815.
	PLEASE CORRELATE ALL AND SEE COMMENTS FOR ADDRESSING.
	PLEASE ADJUST TITLE BLOCKS AS NEEDED. ** SHEETS WHICH
	DO NOT NEED REVISIONS FOR OTHER COMMENTS, THIS MAY DONE
	BY OTHER MEANS.
	IF THERE ARE ANY QUESTIONS, PLEASE CONTACT THIS
	OFFICE.

	2) NOTE: PLEASE SUBMIT INTERIOR LIGHTING PERFORMANCE
	CALCULATIONS. 13-415.2 HOW IS METHOD A BEING
	SUBMITTED FOR A SHELL BUILDING WHICH IS EXISTING?
	PLEASE SEE MECHANICAL REVIEW COMMENTS.

	3) NOTE: PLEASE CLARIFY THE METHOD OF CONTROL FOR
	LIGHTING PER 13-415.1.ABC.1.1, .1.2 AND .1.3
	PLEASE SEE THE TYPE OF TIME CLOCK REQUIRED FOR EXTERIOR
	LIGHTING NEED TO BE CLARIFIED. NOT SHOWN ON PLANS.
	PLEASE SEE 13-415.1.ABC.1.4

	4) NOTE: PLEASE SEE PREVIOUS REVIEW COMMENT #9 WHICH
	COMMENTED ON THE DISTANCE THE GUTTER WOULD BE IN FRONT
	OF ELECTRICAL EQUIPMENT. THE PLANS ARE NOW SHOWN WITH A
	NOTE WHICH MENTIONS TO MEET CODE. PLEASE PROVIDE A
	MOUNTING/RACK DETAIL AS ALL METER, MAINS EQUIPMENT WILL
	BE MOUNTED OFF THE WALL BY A SUBSTANTIAL DISTANCE.
	PREVIOUS NOTE
	PLEASE SEE THE GUTTER SIZES ARE SHOWN WHICH APPEAR TO
	EXCEED THE DISTANCE IN FRONT OF THE ELECTRICAL SERVICE
	EQUIPMENT PER 110.26A3


	** PLEASE SEE COMMENTS FROM OTHER TRADES WHICH WILL
	AFFECT PLANS, SUBMITTED DOCUMENTS AND ELECTRICAL
	PLANS.

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


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

	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	2007-07-24			Cont ID
Sent By	dpalmer			Date	2007-07-24	Time	12:15	Rev Time	0.00
Received By	dpalmer			Date	2007-07-23	Time	16:18	Sent To

Notes

2007-07-24 12:16:15	* UNSAT *

	1) NOTE: PLEASE SEE THE SPACE ON THE PERMIT APPLICATION
	WHICH REQUIRES THE DESCRIPTION OF THE PROJECT TO BE IN
	DETAIL. PLEASE SEE THIS MENTIONS *EXTERIOR IMPROVEMENTS
	AND RE-ROOF* HOWEVER THE SCOPE OF WORK AS PLACE DON
	PLANS FAR EXCEED THIS STATEMENT.
	PLEASE ADJUST PERMIT APPLICATION.

	2) NOTE: PLEASE SEE THE PLANS CALL FOR THIS AS A LEVEL
	2 ALTERATION PER FBC EXISTING BUILDING CODE. PLEASE
	VERIFY THIS AND SEE BUILDING REVIEW COMMENTS ALONG WITH
	OTHER TRADES AS THIS BUILDING IS NOT EXISTING AS A
	SHELL FOR FUTURE BUILD OUTS.
	FBC 106.1.2

	3) NOTE:PLEASE KNOW THAT ANY PERMIT APPLICATIONS
	WHICH ARE SUBMITTED AFTER DECEMBER 8TH, 2006 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 CHANGES IN THE FBC WHICH MAY
	AFFECT DESIGNS FOR ALL TRADES.
	PLEASE SEE THE ARCHITECTURAL SHEETS WHICH ARE LISTING
	SOME OTHER CODES THAN WHAT IS IN EFFECT AT THIS TIME
	AND ALSO SHOWS SOME OTHER SECTIONS NOT CURRENTLY IN
	EFFECT.
	PLEASE SEE PLANS WHICH STATE 2004 FBC MAY NOT BE
	ACCURATE AS THERE HAVE BEEN REVISIONS TO THE CODE FOR
	OTHER ADOPTED CODES. THIS IS WHY THESE SHOULD STATE THE
	2006 REVISION TO THE 2004 FBC.
	PLEASE LIST THE FOLLOWING ON ELECTRICAL SHEETS FOR THIS
	REVIEWER AT A MINIMUM.
	2004 FBC W/ 2006 REVISIONS
	2005 NFPA-70
	2002 NFPA-72 (WHEN IN DESIGN)
	2003 NFPA-101


	4) NOTE: PLEASE SEE THAT PLANS AND APPLICATION WILL BE
	ROUTED TO THE ADDRESSING REVIEWER. ONCE THE CORRECT
	ADDRESS(S) AND/OR SUITE HAVE BEEN DETERMINED PLEASE
	ADJUST AND CORRECT TITLE BLOCKS.
	FAC 61G15-23.002, FAC 61G1-16.004

	5) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS FOR THE
	BUILDING AS REQUIRED PER 13-415.1.AB.1.1, 13-415.1.B.
	13-415.1.C,AND 13-415.2 FOR PERFORMANCE. EXTERIOR
	LIGHTING, 13-415.2.ABC.1.3, (TABLE). PLEASE SEE THIS IS
	BEING DONE AS A SHELL AND METHOD OF CALCULATIONS ARE
	SPECIFIC.

	6) NOTE: PLEASE SEE AS MINIMUM LIGHTING PER THE
	FOLLOWING COMMENT WILL BE REQUIRED ON THE INTERIOR OF
	THE SHELL BUILDING PLEASE SEE THAT LIGHTING CONTROLS OF
	SOME KIND WILL BE REQUIRED PER 13-415.1.ABC.1.1, .1.2
	AND .1.3
	PLEASE SEE THE TYPE OF TIME CLOCK REQUIRED FOR EXTERIOR
	LIGHTING NEED TO BE CLARIFIED.
	PLEASE SEE 13-415.1.ABC.1.4

	7) NOTE: PLEASE SEE FIRE MARSHAL AND LIFE SAFETY CODE
	REQUIRES MINIMUM LIGHTING INSIDE SHELL SPACE AND EXIT
	LIGHTING REQUIRED PER FIRE MARSHAL AND LIFE SAFETY
	CODE.
	PLEASE ADJUST PLANS TO INCLUDE ALONG WITH SOME SORT OF
	BATTERY BACK UP FIXTURES.
	LS 101 7.8, 7.9

	8) NOTE: PLEASE SEE THE RISER APPEARS TO SHOW THE
	LOCATIONS OF THE MAINS TOO HIGH. PLEASE SEE 110.26,
	230.70, 404.8A.
	PLEASE PROVIDE THE ELEVATIONS OF THE EQUIPMENT AS SHOWN
	ON RISER.

	9) NOTE: PLEASE SEE THE GUTTER SIZES ARE SHOWN WHICH
	APPEAR TO EXCEED THE DISTANCE IN FRONT OF THE
	ELECTRICAL SERVICE EQUIPMENT PER 110.26A3

	10) NOTE: PLEASE SEE THE RISER SHOWS STRUCTURAL STEEL
	AS PART OF THE GROUNDING ELECTRODE SYSTEM. PLEASE
	CLARIFY METHODS. PLEASE SEE THIS IS AN EXISTING
	BUILDING AND UNLESS THE EXISTING FOOTER STEEL IS
	ALREADY A PART OF THE SYSTEM, THE EXISTING FOOTER STEEL
	IS NOT REQUIRED TO BE PART AS THIS WOULD AFFECT THE
	STRUCTURAL INTEGRITY OF THE FOOTER.
	250.50

	11) NOTE: PLEASE SEE THAT IN NO CASE MAY WHITE-OUT BE
	USED ON PLANS.
	FS 471/481

	* 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]
2007-07-23 16:19:39	PLANS REMOVED FROM INCOMING IN ELECTRICAL FOR REVIEW.
	PLANS WILL BE RETURNED TO INCOMING WAITING FOR COMM
	BOARD ONCE REVIEW IS COMPLETED.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	4	Status	P	Date	2008-10-29			Cont ID
Sent By	mawillia			Date	2008-10-29	Time	15:12	Rev Time	0.00
Received By	mawillia			Date	2008-10-29	Time	14:20	Sent To	I

Notes

2008-10-29 14:40:16	***APPROVED***

	THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEWS HAVE
	BEEN ADDRESSED; PLAN SHEETS A2.01, A3.01, E-2.1,
	FA-0.1, FA-1.1, AND FP-1 THRU FP-3 WERE STAMPED,
	INITIALED, AND DATED.


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	F	Date	2008-04-21			Cont ID
Sent By	mawillia			Date	2008-04-21	Time	11:56	Rev Time	0.00
Received By	mawillia			Date	2008-04-21	Time	10:54	Sent To

Notes

2008-04-21 11:10:25	***DENIED***

	*THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
	PLAN STILL NEED TO BE ADDRESSED:


	5. ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS
	SOUTH DIXIE HIGHWAY, POST THE NUMERICAL ADDRESS(ES) ON
	THE BUILDING. AS PER WEST PALM BEACH CODE, ADDRESS
	NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS
	THAN 1" IN WIDTH. IF THERE ARE REAR DOORS FOR THESE
	TENANT SPACES, 3" IN HEIGHT AND 1" IN WIDTH NUMBERS
	SHALL BE REQUIRED ON THE REAR DOORS. * SHOW/DISPLAY THE
	ACTUAL NUMBERS

	*NEW COMMENT:

	A. IF THIS STRUCTURE IS TO BE FIRE PROTECTED AS PER THE
	SPRINKLER AND FIRE ALARM NOTE ON SHEET A1.01, PROVIDE A
	LAYOUT OF THE FIRE ALARM/FIRE SPRINKLER SYSTEM FOR THIS
	SITE. * A SPRINKLER LAYOUT WAS PROVIDED, HOWEVER NO
	NUMERICAL ADDRESS IN THE TITLE BLOCK OF THESE SUBMITTED
	FP SHEETS * COULD NOT LOCATE THE FIRE ALARM LAYOUT AS
	PER YOUR RESPONSE


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


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2007-10-25			Cont ID
Sent By	mawillia			Date	2007-10-25	Time	15:32	Rev Time	0.00
Received By	mawillia			Date	2007-10-25	Time	14:35	Sent To

Notes

2007-10-25 14:36:59	***DENIED***

	*THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
	PLAN STILL NEED TO BE ADDRESSED:

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

	5.ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS
	SOUTH DIXIE HIGHWAY, POST THE NUMERICAL ADDRESS(ES) ON
	THE BUILDING.AS PER WEST PALM BEACH CODE, ADDRESS
	NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS
	THAN 1" IN WIDTH.IF THERE REAR DOORS FOR THESE TENANT
	SPACES, 3"IN HEIGHT AND 1" IN WIDTH NUMBERS SHALL BE
	REQUIRED ON THE REAR DOORS.

	6.ALL REQUIRED EXIT COMPONENTS (EXIT LIGHTS,
	EMERGENCY LIGHTS), FIRE-RESISTIVE ASSEMBLIES AND
	CONSTRUCTION SHALL BE MAINTAINED.

	*NEW COMMENT:

	A.IF THIS STRUCTURE IS TO BE FIRE PROTECTED AS PER
	THE SPRINKLER AND FIRE ALARM NOTE ON SHEET A1.01,
	PROVIDE A LAYOUT OF THE FIRE ALARM/FIRE SPRINKLER
	SYSTEM FOR THIS SITE.


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


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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2007-09-05			Cont ID
Sent By	mawillia			Date	2007-09-05	Time	14:28	Rev Time	0.00
Received By	mawillia			Date	2007-09-05	Time	13:43	Sent To

Notes

2007-09-05 14:27:49	***DENIED***


	1.THE 2003 EDITION OF NFPA 101, LIFE SAFETY CODE,
	SHALL BE REFERENCED.

	2.PLEASE INSERT E1.1 TO SHEET A1.01'S DRAWING LIST.

	3.THE ADDRESS (OR RANGE OF ADDRESSES) SHALL BE IN THE
	TITLE BLOCK OF EACH SUBMITTED PLAN SHEET.

	4.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLYT WITH NFPA 241.

	5.ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS
	SOUTH DIXIE HIGHWAY, POST THE NUMERICAL ADDRESS(ES) ON
	THE BUILDING.AS PER WEST PALM BEACH CODE, ADDRESS
	NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS
	THAN 1" IN WIDTH.IF THERE REAR DOORS FOR THESE TENANT
	SPACES, 3"IN HEIGHT AND 1" IN WIDTH NUMBERS SHALL BE
	REQUIRED ON THE REAR DOORS.

	6.ALL REQUIRED EXIT COMPONENTS (EXIT LIGHTS,
	EMERGENCY LIGHTS), FIRE-RESISTIVE ASSEMBLIES AND
	CONSTRUCTION SHALL BE MAINTAINED.


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


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

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2009-09-16			Cont ID
Sent By	kstevens			Date	2009-09-16	Time	08:39	Rev Time	0.00
Received By	kstevens			Date	2009-09-16	Time	08:39	Sent To

Notes

2009-09-16 08:41:32

SENT TO JWITMER.

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2008-10-03			Cont ID
Sent By	adarroug			Date	2008-10-03	Time	17:01	Rev Time	0.00
Received By	adarroug			Date	2008-10-03	Time	17:01	Sent To

Notes

2008-10-03 17:01:53

TO "COMM" BD#62

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2008-04-01			Cont ID
Sent By	adarroug			Date	2008-04-01	Time	13:52	Rev Time	0.00
Received By	adarroug			Date	2008-04-01	Time	13:52	Sent To

Notes

2008-04-01 13:53:08

TO "COMM" BD#50

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-09-20			Cont ID
Sent By	adarroug			Date	2007-09-20	Time	08:24	Rev Time	0.00
Received By	adarroug			Date	2007-09-20	Time	08:24	Sent To

Notes

2007-10-12 16:31:33	TO "COMM" BD#53
2007-09-20 08:24:26	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-09-05			Cont ID
Sent By	mawillia			Date	2007-09-05	Time	13:45	Rev Time	0.00
Received By	mawillia			Date	2007-07-10	Time	13:21	Sent To

Notes

2007-07-24 09:07:05	TO "COMM" BD#11
2007-07-10 13:21:20	WAITING FOR "COMM" BD

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	N	Date	2008-10-08			Cont ID
Sent By	tgordon			Date	2008-10-08	Time	11:12	Rev Time	0.30
Received By	tgordon			Date	2008-10-08	Time	11:12	Sent To

Notes

2008-10-08 11:13:21

SCOPE OF WORK CHANGED NO MECHANICAL WORK TO BE DONE.

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	F	Date	2008-04-08			Cont ID
Sent By	tgordon			Date	2008-04-08	Time	11:42	Rev Time	0.45
Received By	tgordon			Date	2008-04-08	Time	11:42	Sent To

Notes

2008-04-08 11:45:07	PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
	REFERENCED CODES WITH 2007 REVISIONS, CITY OF WEST PALM
	BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
	ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
	(F.S.).

	* DENIED *
	1) SEE ELECTRICAL REVIEW NOTE #1 REGARDING THE ENERGY
	CALCULATIONS, PLEASE CORRECT.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2007-10-23			Cont ID
Sent By	tgordon			Date	2007-10-23	Time	13:45	Rev Time	1.00
Received By	tgordon			Date	2007-10-23	Time	13:45	Sent To

Notes

2007-10-23 14:30:54	PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
	REFERENCED CODES WITH 05, 06 REVISIONS, CITY OF WEST
	PALM BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
	ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
	(F.S.).

	* DENIED *
	1) SEE ENERGY CALCULATIONS ARE ON FORM 400A, SEE
	13-400.0.C.4 RENOVATED BUILDINGS MAY ONLY USE FORM B OR
	C. ALSO SEE 13-400.2.A.2 SHELL BUILDING MAY ONLY USE
	FORM B OR C. PLEASE CORRECT.

	2) SEE ENERGY CALCULATIONS SHOW THIRTEEN A/C SYSTEMS,
	PLANS SHOW ONLY SEVEN A/C SYSTEMS. WHEN REDOING ENERGY
	CALCULATIONS "SYSTEM REPORT" ONLY DO FOR 4805 S. DIXIE
	HWY. SUITES 105 THROUGH 109. PLEASE COORDINATE ALL
	CHANGES WITH ARCHITECT AND MECHANICAL ENGINEER.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-07-26			Cont ID
Sent By	tgordon			Date	2007-07-26	Time	10:36	Rev Time	0.30
Received By	tgordon			Date	2007-07-26	Time	10:36	Sent To

Notes

2007-07-26 10:53:35	* DENIED *
	1) MECHANICAL PLAN PAGE MP-0.1 MECHANICAL NOTE #2
	STATES THE LATEST EDITION OF THE FBC, PLEASE CHANGE TO
	THE 2004 WITH 2006 REVISIONS FBC.

	2) PLEASE STATE ON PLANS PAGE MP-1.2 WERE THE 2" A/C
	CONDENSATE LINE WILL DISCHARGE TO.

	3) PLEASE SUBMIT ENERGY CALCULATIONS. 2004 FBC
	13-101.1.6 SHELL BUILDINGS.
	NONRESIDENTIAL BUILDINGS THAT ARE PERMITTED PRIOR TO
	DESIGN COMPLETION OR WHICH WILL BE FINISHED IN SECTIONS
	AT A TIME AFTER CONSTRUCTION OF THE SHELL SHALL COMPLY
	WITH EITHER METHOD B OR C OF SUBCHAPTER 13-4 OF THE
	CODE PRIOR TO GRANTING OF A PERMIT TO BUILD. ALL
	ASSUMPTIONS MADE ABOUT FEATURES NOT INSTALLED UNTIL
	LATER THAT ARE NOT ON THE BUILDING PLANS SHALL BE
	LISTED AND APPENDED TO THE COMPLIANCE FORM SUBMITTED TO
	THE BUILDING DEPARTMENT. UNLESS THE BUILDING IS
	COMPLETED AS PER ALL ASSUMPTIONS MADE IN THE ORIGINAL
	CODE COMPLIANCE SUBMITTAL, A REVISED CODE SUBMITTAL(S)
	USING METHODS A, B OR C SHALL BE SUBMITTED WHEN
	COMPLETION OF THE BUILDING (OR PART OF THE BUILDING) IS
	PERMITTED.

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

Review Stop	P			PLUMBING
Rev No	4	Status	N	Date	2008-10-22			Cont ID
Sent By	kstevens			Date	2008-10-22	Time	06:33	Rev Time	0.00
Received By	kstevens			Date	2008-10-22	Time	06:33	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	3	Status	F	Date	2008-04-14			Cont ID
Sent By	kstevens			Date	2008-04-14	Time	06:30	Rev Time	0.00
Received By	kstevens			Date	2008-04-12	Time	16:56	Sent To

Notes

2008-04-14 06:39:35	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	****FROM PREVIOUS REVIEW:

	******FROM PREVIOUS REVIEWS:

	1, OK

	2. OK

	3. SHT A2.02 SUBMIT CALCULATIONS FOR ROOF DRAINAGE PER
	SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS AND TABLES.
	SHOW THE TOTAL SQUARE FOOTAGE OF EACH ROOF AREA ALONG
	WITH 1/2 AREA OF ALL VERTICAL WALLS INCLUDING PARAPETS
	THAT AFFECT EACH AREA ADDED TO EACH ROOF AREA.--
	INDICATE THE SLOPE OF THE ROOF AND THE DIRECTION OF
	SLOPE.--NOTE INDICATES EXISTING ALUM. GUTTER. SHOW
	ALL GUTTERS, AND INDICATE THE SIZE OF THE GUTTERS.
	INDICATE THE SLOPE OF THE GUTTERS SHOWING THE HIGH
	POINTS AND THE LOW POINTS OF THE GUTTERS. TABLE 1106.6.
	--SHOW THE LOCATION OF ALL AND SIZE OF ALL
	DOWNSPOUTS.
	****NO RESPONSE, NOT ADDRESSED.
	******RESPONSE NOTED, BUT GUTTERS AND DOWNSPOUTS ARE
	REQUIRED ON ALL ROOF THAT HAVE AN EVE LESS THAN 6".
	DETAIL #2 SHT A7.01 SHOWS NO EVE.
	1503.6 PROTECTION AGAINST DECAY AND TERMITES.
	CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
	LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
	WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR
	SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
	ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
	HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
	A ROOF ABOVE ANOTHER ROOF.

	4. SHT A3.01 CALL OUT THE LOCATION OF ALL GUTTERS AND
	DOWNSPOUTS ON ELEVATION #3. SECTION 106.1.1.
	****NO RESPONSE, NOT ADDRESSED.
	******RESPONSE NOTED, BUT GUTTERS AND DOWNSPOUTS ARE
	REQUIRED ON ALL ROOF THAT HAVE AN EVE LESS THAN 6".
	DETAIL #2 SHT A7.01 SHOWS NO EVE.
	1503.6 PROTECTION AGAINST DECAY AND TERMITES.
	CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
	LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
	WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR
	SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
	ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
	HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
	A ROOF ABOVE ANOTHER ROOF.

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
	WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID
	SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY
	ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU
	FOR YOUR ANTICIPATED COOPERATION.
	****NO RESPONSE, NOT ADDRESSED.

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

	1B. OK

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

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2007-11-24			Cont ID
Sent By	kstevens			Date	2007-11-24	Time	16:09	Rev Time	0.00
Received By	kstevens			Date	2007-11-24	Time	16:09	Sent To

Notes

2007-11-24 16:13:47	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	****FROM PREVIOUS REVIEW:

	1, OK

	2. OK

	3. SHT A2.02 SUBMIT CALCULATIONS FOR ROOF DRAINAGE PER
	SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS AND TABLES.
	SHOW THE TOTAL SQUARE FOOTAGE OF EACH ROOF AREA ALONG
	WITH 1/2 AREA OF ALL VERTICAL WALLS INCLUDING PARAPETS
	THAT AFFECT EACH AREA ADDED TO EACH ROOF AREA.--
	INDICATE THE SLOPE OF THE ROOF AND THE DIRECTION OF
	SLOPE.--NOTE INDICATES EXISTING ALUM. GUTTER. SHOW
	ALL GUTTERS, AND INDICATE THE SIZE OF THE GUTTERS.
	INDICATE THE SLOPE OF THE GUTTERS SHOWING THE HIGH
	POINTS AND THE LOW POINTS OF THE GUTTERS. TABLE 1106.6.
	--SHOW THE LOCATION OF ALL AND SIZE OF ALL
	DOWNSPOUTS.
	****NO RESPONSE, NOT ADDRESSED.

	4. SHT A3.01 CALL OUT THE LOCATION OF ALL GUTTERS AND
	DOWNSPOUTS ON ELEVATION #3. SECTION 106.1.1. ****NO
	RESPONSE, NOT ADDRESSED

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
	WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID
	SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY
	ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU
	FOR YOUR ANTICIPATED COOPERATION.
	****NO RESPONSE, NOT ADDRESSED.

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

	1B. PLEASE CORRECT THE ADDRESS ON THE APPLICATION AND
	ON THE TITLE BLOCK OF EACH SHEET. 4805 S. DIXIE HWY.
	(SEE ELECTRICAL SHEETS).

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

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2007-08-31			Cont ID
Sent By	kstevens			Date	2007-08-31	Time	17:08	Rev Time	0.00
Received By	kstevens			Date	2007-08-31	Time	17:08	Sent To

Notes

2007-08-31 17:42:51	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	1, SHT A1.01 PROJECT LOCATION. WHITE OUT IS NOT
	APPROVED ON SIGNED & SEALED PLANS. SECTION 106.3.1.
	PLEASE INDICATE THE CORRECT ADDRESS ON THE PLANS.
	SECTION 106.1.1.

	2. SHT A1.01 EGRESS DATA STATES, "NEW ADDITION ONLY",
	BUT THE APPLICATION DESCRIPTION STATES "EXTERIOR
	IMPROVEMENTS/REROOF". ALSO MP SHEETS INDICATE PLUMBING
	WORK INSIDE. PLEASE DESCRIBE PROJECT IN DETAIL ON
	APPLICATION AS REQUIRED. SECTION 105.3.

	3. SHT A2.02 SUBMIT CALCULATIONS FOR ROOF DRAINAGE PER
	SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS AND TABLES.
	SHOW THE TOTAL SQUARE FOOTAGE OF EACH ROOF AREA ALONG
	WITH 1/2 AREA OF ALL VERTICAL WALLS INCLUDING PARAPETS
	THAT AFFECT EACH AREA ADDED TO EACH ROOF AREA.--
	INDICATE THE SLOPE OF THE ROOF AND THE DIRECTION OF
	SLOPE.--NOTE INDICATES EXISTING ALUM. GUTTER. SHOW
	ALL GUTTERS, AND INDICATE THE SIZE OF THE GUTTERS.
	INDICATE THE SLOPE OF THE GUTTERS SHOWING THE HIGH
	POINTS AND THE LOW POINTS OF THE GUTTERS. TABLE 1106.6.
	--SHOW THE LOCATION OF ALL AND SIZE OF ALL
	DOWNSPOUTS.

	4. SHT A3.01 CALL OUT THE LOCATION OF ALL GUTTERS AND
	DOWNSPOUTS ON ELEVATION #3. SECTION 106.1.1.

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
	WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID
	SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY
	ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU
	FOR YOUR ANTICIPATED COOPERATION.

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

Review Stop	Z			ZONING
Rev No	4	Status	P	Date	2008-10-07			Cont ID
Sent By	kdfreema			Date	2008-10-07	Time	15:29	Rev Time	0.00
Received By	kdfreema			Date	2008-10-07	Time	15:29	Sent To

Notes

2008-10-07 15:32:26	*PROVISO*

	THE PARKING LOT STRIPING DETAIL SHALL MEET THE MINIMUM
	DIMENSIONAL REQUIREMENTS AS FOUND WITHIN SECTION 94-485
	OF THE CITY'S ZONING AND LAND DEVELOPMENT REGULATIONS.
	ATTACHED TO THE HARD COPY OF THIS NOTE IS THE CORRECT
	DETAIL.

	PLEASE CONTACT KELLY FREEMAN, PLANNER, AT
	[email protected] OR 561-822-1435 WITH QUESTIONS.

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2008-04-16			Cont ID
Sent By	kdfreema			Date	2008-04-16	Time	10:34	Rev Time	0.00
Received By	kdfreema			Date	2008-04-16	Time	10:34	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2007-10-18			Cont ID
Sent By	kdfreema			Date	2007-10-18	Time	14:33	Rev Time	0.00
Received By	kdfreema			Date	2007-10-18	Time	14:33	Sent To

Notes

2007-10-18 14:38:05	*FAILED*

	1. PLEASE NOTE THAT THE INCLUDED PARKING LOT STRIPING
	DETAIL DOES NOT CONFORM TO THE CITY OF WEST PALM BEACH
	STANDARDS. THE STRIPING AT THE FOOT OF THE SPACE IS
	REQUIRED TO BE SQUARED OFF, NOT ROUNDED AS SHOWN ON THE
	SUBMITTED DRAWINGS.

	2. A UNITY OF TITLE IS REQUIRED JOINING THE NORTH AND
	SOUTH PARCELS.

	3. THE EXTENSION OF THE PARAPET WALLS, AS SHOWN, IS NOT
	PERMITTED. AS THE BUILDING ENCROACHES INTO THE REQUIRED
	SETBACK YOU ARE LIMITED TO THE DIMENSIONS OF THE
	EXISTING BUILDING.

	PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1435
	OR [email protected] WITH QUESTIONS.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2007-08-07			Cont ID
Sent By	kdfreema			Date	2007-08-07	Time	19:23	Rev Time	0.00
Received By	kdfreema			Date	2007-08-07	Time	19:26	Sent To

Notes

2007-08-07 19:26:00	*FAILED*

	1. AS THE WORK PROPOSED EXCEEDS THE VALUE OF THE
	STRUCTURE BY GREATER THAN 50 PERCENT, THE SITE IS
	REQUIRED TO BE BROUGHT UP TO MEET THE CURRENT
	REQUIREMENTS OF THE ZONING AND LAND DEVELOPMENT
	REGULATIONS WITH RESPECT TO LANDSCAPING, PARKING, AND
	SETBACKS.

	2. NO SURVEY OF THE PROPERTY WAS PROVIDED; ONE IS
	REQUIRED AND MUST BE NO OLDER THAN ONE YEAR.

	3. PLEASE PROVIDE A LANDSCAPE PLAN SIGNED AND SEALED BY
	A REGISTERED LANDSCAPE ARCHITECT.

	PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1435
	OR AT [email protected] WITH QUESTIONS.