City of West Palm Beach eGovPlus

Plan Review Details - Permit 09060170

Plan Review Stops For Permit 09060170

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2009-06-22			Cont ID
Sent By	jwitmer			Date	2009-06-22	Time	12:00	Rev Time	3.66
Received By	jwitmer			Date	2009-06-22	Time	08:23	Sent To

Notes

2009-06-22 13:34:18	BUILDING PLAN REVIEW
	PERMIT: 09060170
	ADD: PALM BEACH LAKES BLVD
	CONT: DREAM BUILDERS
	TEL: (561)716-1291

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

	1ST REVIEW
	ACTION: DENIED

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

	B) (2004 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.

	(1) SITE PLAN IS MISSING REQUIREMENTS FOR THE
	HANDICAPPED PARKING AND ACCESS AISLE IN REGARDS TO
	CHANGE IN GRADE. PARKING SPACES AND ACCESS AISLES SHALL
	BE LEVEL WITH SURFACE
	SLOPES NOT EXCEEDING 1:50 (2 PERCENT) IN ALL DIRECTIONS
	(11-4.6.3).

	(2) SITE PLAN IS MISSING INFORMATION ON 11-4.29.5
	DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS. IF A
	WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE
	WALKING SURFACES ARE NOT
	SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN
	THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY
	BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS
	DETECTABLE
	WARNING WHICH IS 36 INCHES (915 MM) WIDE, COMPLYING
	WITH SECTION 11-4.29.2.

	(3) SITE PLAN DOES NOT INDICATE IF THERE IS A CURB CUT
	FOR A CURB RAMP MAY REQUIRE: 11-4.7 CURB RAMPS.
	11-4.7.1 LOCATION. CURB RAMPS COMPLYING WITH SECTION
	11-4.7 SHALL BE PROVIDED
	WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB.

	(4) 11-4. 1.2(5)(D) AT FACILITIES PROVIDING MEDICAL
	CARE AND OTHER SERVICES FOR PERSONS WITH MOBILITY
	IMPAIRMENTS, PARKING SPACES COMPLYING WITH SECTION
	11-4.6 SHALL BE PROVIDED IN
	ACCORDANCE WITH SECTION 11-4.1.2(5)(A) EXCEPT AS
	FOLLOWS:
	(I) OUTPATIENT UNITS AND FACILITIES: 10 PERCENT OF THE
	TOTAL NUMBER OF PARKING SPACES PROVIDED SERVING EACH
	SUCH OUTPATIENT UNIT OR FACILITY;

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


	2) BOTH SHEETS A0 & A1 BOTH INDICATE THIS BUILDING TO
	BE DESIGNED AS A TYPE 3-B CONSTRUCTION, PLEASE PROVIDE
	DOCUMENTATION FOR 2 HOUR EXTERIOR BEARING WALL (REAR
	WALL) AS REQUIRED BY TABLE 602. PROVIDE FROM THE BLOCK
	MANUFACTURER THE EQUIVALENT THICKNESS FOR A 2HR RATED
	CONCRETE BLOCK. SECTION 721.3.1 EQUIVALENT THICKNESS.
	TABLE 721.3.2.

	3) PLEASE ALSO REVIEW THE REQUIREMENTS OF TABLE 704.8
	FOR ALLOWABLE PERCEENTAGE OF UNPROTECTED OPENINGS.
	CURRENTLY THE PLANS INDICATE THE REAR WALL LINE AT
	5'-0". THE TABLE INDICATES FOR UNPROTECTED OPENINGS 3'
	TO 5'-0" OPENINGS ARE NOT PROMITTED. GREATER THAN 5'-0"
	TO 10'-0" TTHE AMOUNT WOULD BE 10% ALSO REVIEW FOOTNOTE
	"I". PLEASE UPDATE PLANS ACCORDINGLY.

	4) SHEET A1 DOOR #101B IS MISSING THE REQUIRED 18"
	LATCH SIDE. 11-4.13.6 MANEUVERING CLEARENCES AT DOORS.
	MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT
	AUTOMATIC OR POWER-ASSISTED SHALL BE AS SHOWN IN
	FIG. 25. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED
	CLEARANCES SHALL BE CLEAR & LEVEL.

	5) SHEET A1 AND SHEET A4 DOOR SCHEDULE INDICATE THESE
	DOORS (116B, 118A, 120A, 121A, 124B, 125A & 129A) NOT
	IN COMPLIANCE WITH : 11-4.13.5 DOORWAY MIN CLEAR WIDTH
	. DOORWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32" WITH
	THE DOOR OPEN 90-DEGREES, MEASURED BETWEEN THE FACE OF
	THE DOOR AND OPPOSITE STOP.

	6) SHEET A1 DOOR# 120A AND DOOR# 121A WHEN REVISED TO
	EITHER A 34" OR 36" DOOR WILL NOT MEET THE REQUIREMENTS
	OF 1008.1.8.8 DURING ITS SWING, ANY DOOR IN A MEANS OF
	EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF
	THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR
	LANDING, NOR PROJECT MORE THAN 7 INCHES (178 MM) INTO
	THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR
	LANDING, WHEN FULLY OPEN.

	7) ROOM 118 X-RAY ROOM AND 124 CT SCAN ROOMS BOTH
	INDICATE THE USE OF LEAD LINED WALLS. PLEASE INDICATE
	COMPLIANCE WITH:
	435.5.1 SHIELDING. EACH X-RAY FACILITY SHALL HAVE
	PRIMARY AND SECONDARY PROTECTIVE BARRIERS AS NEEDED TO
	ASSURE THAT AN INDIVIDUAL WILL NOT RECEIVE A RADIATION
	DOSE IN EXCESS OF THE LIMITS SPECIFIED IN PART III OF
	CHAPTER 64 E-5, FLORIDA ADMINISTRATIVE CODE . CONTACT:
	TOM TOMCZAK (904) 278-5730
	705 ROSE RD SUITE# 300
	ORANGE PARK, FL 32073

	435.5.1.1
	STRUCTURAL SHIELDING IN WALLS AND OTHER VERTICAL
	BARRIERS REQUIRED FOR PERSONNEL PROTECTION SHALL EXTEND
	WITHOUT BREACH FROM THE FLOOR TO A HEIGHT OF AT LEAST 7
	FEET (2.1 M).
	435.5.1.2
	DOORS, DOOR FRAMES, WINDOWS AND WINDOW FRAMES SHALL
	HAVE THE SAME LEAD EQUIVALENT SHIELDING AS THAT
	REQUIRED IN THE WALL OR OTHER BARRIER IN WHICH THEY ARE
	INSTALLED.
	435.5.1.3 PLEASE NOTE A-4 DOOR# 116B IS INDICATED AS A
	D3 ALUMINUM DOUBLE DOOR, GLASS.
	PRIOR TO CONSTRUCTION, THE FLOOR PLANS AND EQUIPMENT
	ARRANGEMENT OF ALL NEW INSTALLATIONS, OR MODIFICATIONS
	OF EXISTING INSTALLATIONS, UTILIZING X-RAY ENERGIES OF
	200 KEV AND ABOVE FOR DIAGNOSTIC OR THERAPEUTIC
	PURPOSES SHALL BE SUBMITTED TO THE DEPARTMENT OF HEALTH
	FOR REVIEW AND APPROVAL. IN COMPUTATION OF PROTECTIVE
	BARRIER REQUIREMENTS, THE MAXIMUM ANTICIPATED WORKLOAD,
	USE FACTORS, OCCUPANCY FACTORS AND THE POTENTIAL FOR
	RADIATION EXPOSURE FROM OTHER SOURCES SHALL BE TAKEN
	INTO CONSIDERATION.
	435.5.1.3.1
	THE PLANS SHALL SHOW, AS A MINIMUM, THE FOLLOWING:
	435.5.1.3.1.1 THE NORMAL LOCATION OF THE X-RAY SYSTEM?S
	RADIATION PORT; THE PORT?S TRAVEL AND TRAVERSE LIMITS;
	GENERAL DIRECTION OF THE USEFUL BEAM; LOCATIONS OF ANY
	WINDOWS AND DOORS; THE LOCATION OF THE OPERATOR?S
	BOOTH; AND THE LOCATION OF THE X-RAY CONTROL PANEL.
	435.5.1.3.1.2 THE STRUCTURAL COMPOSITION AND THICKNESS
	OR LEAD EQUIVALENT OF ALL WALLS, DOORS, PARTITIONS,
	FLOOR AND CEILING OF THE ROOM CONCERNED. 435.5.1.3.1.3
	THE DIMENSIONS OF THE ROOM CONCERNED. 435.5.1.3.1.4 THE
	TYPE OF OCCUPANCY OF ALL ADJACENT AREAS INCLUSIVE OF
	SPACE ABOVE AND BELOW THE ROOM CONCERNED. IF THERE IS
	AN EXTERIOR WALL, THE DISTANCE TO THE CLOSEST AREA
	WHERE IT IS LIKELY THAT INDIVIDUALS MAY BE PRESENT.
	435.5.1.3.1.5 THE MAKE AND MODEL OF THE X-RAY EQUIPMENT
	AND THE MAXIMUM TECHNIQUE FACTORS.
	435.5.1.3.1.6 THE TYPE OF EXAMINATIONS OR TREATMENTS
	WHICH WILL BE PERFORMED WITH THE EQUIPMENT.

	8) SHEET A1 INDICATES WHAT APPEARS TO BE A BLOCK WALL
	SEPERATING THE TO TENANTS. 708.1(7) REQUIRES THIS TO BE
	A FIRE RATED PARTITION. 708.3 REQUIRES IT TO BE A 1 HR
	FIRE RATED PARTITION.PLEASE INDICATE AS SUCH AND ALSO
	PROVIDE CONTINUITY TO THE ROOF DECK ABOVE. 708.4
	CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP
	OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO
	THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR
	DECK ABOVE OR TO THE FIRE-RESISTANCE-RATED
	FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL
	BE SECURELY ATTACHED THERETO. IF THE PARTITIONS ARE NOT
	CONTINUOUS TO THE SHEATHING, DECK OR SLAB, AND WHERE
	CONSTRUCTED OF COMBUSTIBLE CONSTRUCTION, THE SPACE
	BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB
	ABOVE SHALL BE FIREBLOCKED OR DRAFTSTOPPED IN
	ACCORDANCE WITH SECTIONS 717.2 AND 717.3 AT THE
	PARTITION LINE.


	9) SHEET A-2 INDICATES THE USE OF A FIXED LADDER,PLEASE
	PROVIDE MANUFACTURERS SPEC IN COMPLIANCE WITH:
	PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
	ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
	CRITERIA:

	1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
	ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).

	2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
	INCHES (356 MM) ON CENTER.

	3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6
	INCHES (152 MM) DEEP.

	4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
	BETWEEN RAILS.

	5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
	DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
	(136.1 KG) LOAD.

	6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
	PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
	WITHSTANDING 100 POUNDS (488.2 KG/M2) PER SQUARE FOOT.

	7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
	APPROVED MEANS.

	10) SHEET A-3 SECTION -2 IS A DETAIL FOR SCUPPERS, SIZE
	NOT PROVIDED, 1503.4.2.THE SCUPPER SHALL BE LOCATED AS
	DETERMINED BY THE SLOPE AND THE CONTRIBUTING AREA OF
	THE ROOF.

	11) THE ELEVATION (A-2) INDICATE 7 SCUPPERS BUT ONLY 6
	OVERFLOWS. 1503.4.3 OVERFLOW SCUPPERS. WHEN OTHER MEANS
	OF DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW
	SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS
	THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM)
	ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED
	AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR
	DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW
	SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA
	BUILDING CODE, PLUMBING .

	12) A/C CURB DETAIL FOR DOWN UNITS, SHEET A4 INDICATES
	THE USE OF 2 2X PT NAILERS TO THE METAL B-DECKING, THE
	A-4 INDICATES THE FASTENERS AS APPROVED FASTENERS AT 6
	INCHES ON CENTER, S-DOES NOT PROVIDE THE ATTACHMENT
	INFORMATION WHEREAS M-2 INDICATES TTHE CURB TO BE
	ATTACHED BY WELDING TO ANGLE IRON, PLEASE CORRDINATE
	PLANS, 106.1.2 ADDITIONAL INFORMATION REQUIRED.

	13) ROOFTOP EQUIPMENT WILL NEED TO MEET WIND LOADING AS
	REQUIRED BY CHAPTER 1609 FBC. 301.13 FBC MECHANICAL.
	WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
	SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
	INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
	THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
	FLORIDA BUILDING CODE, BUILDING.

	14) DISCREPANCY BETWEEN S01 AND S1 FOR FOUNDATIONS. S01
	INDICATES THE MINIMUM FOUNDATION VALUES TO BE 3000PSF
	WHEREAS S1 INDICATES A 2500 PSF. S1 ALSO INDICATES A
	SOILS TEST WAS COMPLETED OCT 4,2005 JOB# 05-21-5749.
	1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING
	POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
	VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
	CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
	NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
	SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
	THROUGH 1802.6 . PLEASE PROVIDE ORIGINALS OF SIGNED AND
	SEALED SOILS REPORTS, NOT COPIES.

	15) PRODUCT APPROVALS:

	15A) PGT/ PW- 701AL FIXED WINDOW NOA 08-1112.10
	THIS NOA IS FOR SINGLE FIXED FRAME WITH EITHER A
	INTEGRAL FIN FRAME OR FLANGED FIN FRAME. THIS NOA DOES
	NOT INDICATE THE USE OF MULLIONS AAS REQUIRED FOR
	WINDOW UNITS W-2 & W-3.

	1714.5.5.1 MULLIONS. MULLIONS OR MULLED FENESTRATION
	ASSEMBLIES SHALL BE TESTED BY AN APPROVED TESTING
	LABORATORY IN ACCORDANCE WITH EITHER AAMA 450, ASTM E
	330, OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202), OR
	SHALL BE ENGINEERED IN ACCORDANCE WITH AAMA 450 USING
	ACCEPTED ENGINEERING PRACTICE. MULLIONS TESTED AS
	STAND-ALONE UNITS OR QUALIFIED BY ENGINEERING SHALL USE
	PERFORMANCE CRITERIA CITED IN SECTIONS 1714.5.5.2,
	1714.5.5.3 AND 1714.5.5.4. MULLIONS QUALIFIED BY AN
	ACTUAL TEST OF AN ENTIRE ASSEMBLY SHALL COMPLY WITH
	SECTION 1714.5.5.4, EXCEPT THAT MULLIONS IN ASSEMBLIES
	REQUIRING A DEFLECTION LIMITATION, AS DEFINED IN
	AAMA/WDMA/CSA 101/I.S.2/A440, SHALL MEET SECTIONS
	1714.5.5.2 AND 1714.5.5.3. PRODUCTS NOT INCLUDED WITHIN
	THE SCOPE OF SECTION 1714.5.5.1 SHALL COMPLY WITH
	SECTIONS 1714.5.5.3 AND 1714.5.5.4.

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

	15B) ROOF TILE 2 ROOF TILE PRODUCT APPROVALS WERE
	SUBMITTED. ONLY ONE CAN BE SUBMITTED SINCE ONLY ONE CAN
	BE INSTALLED ON THE PROJECT. PLEASE ALSO CIRCLE THE
	TYPE OF ATTACHMENT SO THE MOMMENT OF UPLIFT FORTHE
	FASTENER CAN BE VERIFIED.

	15C) ROOF FLAT DECK, NO PRODUCT APPROVAL WAS SUBMITTED
	FORTHIS PROJECT. PLEASE IDENTIFY WHICH SUB-SYSTEM WILL
	BE INSTALLED ON THIS BUILDING. PLEASE NOTE THAT THE
	TYPE OF INSULATION TO BE INSTALLED WILL ALSO HAVE TO
	MEET THE REQUIREMENTS OF THE ENERGY CODE AND INPUT DATA
	REPORT OF 30.3.

	15D) EXTERIOR METAL DOOR, NO PRODUCT APPROVAL WAS
	SUBMITTED FOR THE D2 TYPE DOOR. 106.3 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.

	16) THE ENERGY INPUT DATA REPORT FOR FLOOR SYSTEMS A
	5.73 R-VALUE ALSO WAS TAKEN FOR FLOORING WITH CARPET
	AND RUBBER PADDING. PLEASE PROVIDE FLOOR FINISHES
	WITHIN THE PLANS SO THE INPUT DATA REPORT CAN BE
	VERIFIED. CARPET AND PADDING TO BE IN THE CONVENIENCE
	STORE?

	17) 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.

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

	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.

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2009-06-25			Cont ID
Sent By	dpalmer			Date	2009-06-25	Time	13:38	Rev Time	0.00
Received By	dpalmer			Date	2009-06-22	Time	16:13	Sent To	P

Notes

2009-06-25 13:38:15





	DENIED PLANS

	*** IT IS IMPORTANT TO KNOW THAT THERE IS INFORMATION
	NOT YET SHOWN OR SUBMITTED FOR REVIEW OF MINIMUM CODE
	COMPLIANCE. THEREFORE THERE MAY VERY WELL BE NEW
	COMMENTS ON THE FOLLOWING REVIEW WHICH CAN NOT BE MADE
	AT THIS TIME.


	1) NOTE: PLEASE KNOW THE VALUE FOR THE COMPLETE SCOPE
	OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT
	WHICH IS PERMANENTLY INSTALLED AND DESIGN COST. EVEN IF
	ANY OF THESE ARE OWNER SUPPLIED. THE VALUE HAS BEEN
	ADJUSTED FOR THE BASE BUILDING PER THE ICC TABLES FOR
	TYPE III-B CONSTRUCTION. THE SQ FT FOR MEDICAL OFFICE
	AND MERCANTILE WERE BOTH FIGURED SEPARATE.
	THE VALUE IS STILL TO BE BASED ON NOTES ABOVE. THE
	ADJUSTED VALUE DOES NOT INCLUDE ANY SPECIALIZED
	EQUIPMENT.
	FBC 108.3

	2) NOTE: PLEASE SEE COMMENTS FROM OTHER TRADES AS WELL
	AS BUILDING REVIEW COMMENTS WHICH WILL BE FORTHCOMING.

	3) NOTE: PLEASE BE SURE THE PLANS CONTAIN THE FOLLOWING
	CODES AT A MINIMUM. SOME ARE CURRENT AND OK HOWEVER
	SOME NOTED ON SOME SHEETS ARE CODES WHICH ARE NO LONGER
	ADOPTED.

	2007 FBC W/ 2009 REVISIONS
	2005 NFPA-70
	2006 NFPA-101
	2002 NFPA-72 ( WHEN APPLICABLE.
	2007 FLORIDA FIRE PREVENTION CODE. ( INCORRECT EDITION
	SHOWN).
	2006 NFPA-1


	4) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS IN
	COMPLIANCE WITH CHAPTER 13 OF THE FBC. PLEASE SEE SOME
	EXAMPLES WHICH WILL BE GIVEN BELOW. THESE ARE NOT ALL
	POSSIBLE ITEMS AS THERE WILL BE COMMENTS FROM OTHER
	TRADES.
	FOR EXAMPLE: THERE IS ELECTRIC WATER HEATER YET THE
	PIPING FOR HOT WATER IS SHOWN BLANK IN THE INPUT DATA
	REPORT. THIS IS NOT POSSIBLE WHEN SECTION 13-411.AB.2
	FOR EXAMPLE: PLEASE SEE ITEMS SUCH THE PENDANT LIGHT(S)
	WHICH ARE MISSING FROM IDR.
	13-415.AB.5

	5) NOTE: PLEASE PROVIDE INFORMATION FOR THE REQUIRED
	ASTRONOMICAL TIME CLOCK AND HOURS OF BACK UP PER
	13-415.AB.1.4. THE PLANS MENTION A TIME CLOCK HOWEVER
	NOT OF THE REQUIRED TYPE AND BACK UP.

	6) NOTE: PLEASE PLACE NOTES ON PLANS SPECIFIC TO NEC
	517 PART II (TWO). REDUNDANT GROUNDING IS REQUIRED.

	7) NOTE: PLEASE SEE 700.12F FOR CIRCUITING OF EMERGENCY
	AND EXIT LIGHTS.

	8) NOTE: PLEASE EXPLAIN THE METHOD OF LIGHTING CONTROLS
	SHOWN.

	9) NOTE: THE PLANS MAKE NOTE OF THE GENERATOR AS FUTURE
	HOWEVER PLEASE SEE POSSIBLE NOTES FOR SITE PLAN
	APPROVAL. PLEASE ALSO BE AWARE OF LOCATION FOR ALL
	CLEARANCES AND REQUIREMENTS FOR ALL TRADES. ATTENTION
	TO CODES FOR GENERATOR INSTALLATION ALSO NEEDS TO BE
	LOOKED AT AHEAD OF TIME FOR LOCATION ETC.

	10) NOTE: PLANS MENTIONS TRANSFORMERS ARE TO BE LOCATED
	ON THE OUTSIDE OF THE BUILDING WHERE THERE IS ONLY FIVE
	FEET OF SPACE. PLEASE PROVIDE A COMPLETE LAYOUT FOR
	SIZE OF UNITS, MOUNTING, ACCESS AND CLEARANCE
	REQUIREMENTS.
	110.26, 450.9 ETC

	11) NOTE: PLEASE SUBMIT THE MANUFACTURE SPECS/CUT
	SHEETS ON THE PROPOSED SE RATED ATS. 90.7,110.3, 230.70
	ETC

	12) NOTE: PLEASE CONTACT SERVICE PLANNER FOR THE
	LOCATION OF METERING DEVICES. AS SHOWN FPL WOULD BILL
	THE OWNER FOR ALL POWER DERIVED FROM THE GENERATOR.

	13) NOTE: PLEASE COORDINATE RISER AND PANELS. THE RISER
	DOES NOT SHOW ANY MDP. 215.5, 240,310,230 ETC




	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	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2009-08-18			Cont ID
Sent By	efabian			Date	2009-08-18	Time	11:43	Rev Time	1.00
Received By	efabian			Date	2009-08-18	Time	11:43	Sent To

Notes

2009-08-18 11:54:53	NOTIFIED JUST YESTERDAY 08-17-09 OF A NEW PROPOSED SITE
	PLAN. NO CIVIL PLANS, PRELIMINARY OR OTHERWISE, HAVE
	BEEN SUBMITTED FOR REVIEW YET.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2009-07-23			Cont ID
Sent By	mawillia			Date	2009-07-23	Time	15:13	Rev Time	0.00
Received By	mawillia			Date	2009-07-23	Time	13:37	Sent To

Notes

2009-07-23 14:07:43	***DENIED***


	1. STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241 - 2004
	EDITION.

	2. EFFECTIVE 12/31/2008, THE 2007 EDITION OF FLORIDA
	FIRE PREVENTION CODE BASED ON NFPA 1, UNIFORM FIRE
	CODE, 2006 EDITION AND NFPA 101, LIFE SAFETY CODE, 2006
	EDITION SHALL BE REFERENCED.

	3. FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN
	UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET AND AN
	UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13
	FEET 6 INCHES. MINIMUM WIDTH (SEE SHEET A-0) MAY BE
	REDUCED TO MEET SPECIAL ACCESS WITH THE APPROVAL OF THE
	FIRE OFFICIAL.

	4. IN THE DESIGN CRITERIA ON SHEET A-1, THE OCCUPANT
	LOAD FOR MERCANTILE IS LISTED AS 60 SF PER PERSON. AS
	PER NFPA 101, SALES AREA ON THE STREET FLOOR IS 30 SF
	PER PERSON.

	5. ON THE ELEVATION WHICH FRONTS PALM BEACH LAKES
	BOULEVARD, DISPLAY/SHOW THE NUMERICAL ADDRESS ON THE
	BUILDING. AS PER WEST PALM BEACH CODE, THE NUMBERS
	SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS THAN 1"
	IN WIDTH/STROKE.

	6. SINCE THERE ARE TWO TENANT SPACES FOR THE SAME
	ADDRESS, HOW WILL THEY BE DESIGNATED FRON ONE ANOTHER?

	7. INDISCREPANCIES SHOWN IN THE DOOR SCHEDULE AS LISTED
	ON SHEET A-4. FOR EXAMPLE, DOOR 118A IS LISTED AS AN
	"EXISTING GARAGE DOOR TO BE USED" AND DOOR 119A AS A
	"METAL EXTERIOR DOOR W/ WEATHER STRIPPING" .

	8. SPECIFY THE INTERIOR WALL AND CEILING FINISH
	MATERIALS IN TERMS OF CLASS A, CLASS B, OR CLASS C.

	9. SHOW THE LOCATION OF THE 2A:10BC RATED FIRE
	EXTINGUISHERS WHICH SATIFY THE 75' TRAVEL DISTANCE.


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


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

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2009-07-23			Cont ID
Sent By	mawillia			Date	2009-07-23	Time	15:18	Rev Time	0.00
Received By	mawillia			Date	2009-06-08	Time	16:02	Sent To

Notes

2009-06-19 16:03:38

PLANS ARE BEING HAND ROUTED PER DOUG LM

Review Stop	IMPACT		COUNTY IMPACT FEES
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2009-07-22			Cont ID
Sent By	rregueir			Date	2009-07-22	Time	16:13	Rev Time	0.00
Received By	rregueir			Date	2009-07-22	Time	15:23	Sent To	FIRE

Notes

2009-07-22 16:13:19	REVIEW #: 1ST
	ACTION: DENIED

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


	1. PROVIDE DUCT SMOKE DETECTOR ON RTU-2 AND RTU-4 IN
	ACCORDANCE WITH FBC-M 606.2.1.

	2. PAGE M-2 HAS ATTACHMENT DETAILS FOR CURB AND RTU.
	THE SPECIFIED YORK PACKAGE UNITS HAVE MANUFACTURER
	SUPPLIED WIND RESISTANCE CERTIFICATION WITH REQUIRED
	INSTALLATION KIT AND INSTALLATION INSTRUCTIONS. THE
	MANUFACTURERS PRODUCT AND MOUNTING CERTIFICATION SHALL
	BE USED FOR ATTACHMENT TO BUILDING STRUCTURE IN ORDER
	FOR THE WIND CERTIFICATION TO BE VALID AND DEMONSTRATE
	COMPLIANCE WITH FBC-M 301.12. PROVIDE SUPPORTING
	DOCUMENTATION AS PART OF THE PERMIT PACKAGE.

	3. PLEASE SHOW THE TERMNATION LOCATION OF EXHAUST
	OUTLETS FOR RESTROOMS 102 AND 103 IN ACCORDANCE WITH
	FBC-M 401.4 AND FBC-M 501.2.

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

Review Stop	P			PLUMBING
Rev No	1	Status	P	Date	2009-07-02			Cont ID
Sent By	kstevens			Date	2009-07-02	Time	09:48	Rev Time	0.00
Received By	kstevens			Date	2009-07-02	Time	09:48	Sent To

Notes

2009-07-02 09:57:37


	PASSED/PROVISO:

	A REVISION IS REQUIRED SHOWING COMPLIANCE WITH THE
	FOLLOWING:

	SHT A-1 GEN. PLMG NOTES #1 DELETE REFERENCE TO
	FBC-2004. SECTION 110.1.2.
	SHT A-1 SHOW CLEAR FLOOR SPACE FOR BREAK ROOM SINK.
	SECTION 11-4.24.5
	SHT A-3 WALL SECTION-2 INDICATE THE SIZE OF THE SCUPPER
	OPENINGS, THE RAINWATER COLLECTOR BOXES & RAINWATER
	LEADERS. TABLE 1106.3
	SUBMIT A DETAIL FOR THE OVERFLOW SCUPPERS SHOWING THE
	WIDTH & HEIGHT AND INDICATE THE DISTANCE FROM THE ROOF
	TO THE FLOW LINE OF THE O/F SCUPPER. SECTION 1503.4.3




	.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2009-06-23			Cont ID
Sent By	kdfreema			Date	2009-06-23	Time	11:42	Rev Time	0.00
Received By	kdfreema			Date	2009-06-23	Time	11:42	Sent To

Notes

2009-06-23 11:50:07	*FAILED*

	THE PROPOSED PROJECT BEARS LITTLE RESEMBLANCE TO THE
	APPROVED SITE PLAN ON THIS PROPERTY. THE ARRANGEMENT OF
	FEATURES IS TOO DIFFERENT TO CONSIDER THEM TO BE THE
	SAME PROJECT; THEREFORE, AN APPLICATION FOR AN INFORMAL
	SITE PLAN REVIEW MUST BE SUBMITTED.

	PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1458
	OR [email protected] TO BEGIN THE PROCESS OR WITH ANY
	QUESTIONS OR COMMENTS YOU MAY HAVE.