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Plan Review Details - Permit 05120367

Plan Review Stops For Permit 05120367

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2006-02-08			Cont ID
Sent By	jwitmer			Date	2006-02-08	Time	12:58	Rev Time	3.33
Received By	jwitmer			Date	2006-02-08	Time	12:57	Sent To

Notes

2006-02-08 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 05120367
	ADD: 314 10TH ST
	CONT: KENNEDY CONTRACTORS
	TEL: (561)307-1461
	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW
	ACTION: DENIED

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUM-
	BER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICA
	TION PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. THANK
	YOU FOR YOUR ANTICIPATED COOPERATION.


	1) PROVIDE NOC RECORDED WITH THE CLERK
	OF COURT BEFORE A PERMIT CAN BE ISSUED.
	NOTE ONCE NOC IS RECORDED AT THE CLERK
	OF THE COURT, WORK MUST START WITHIN 90
	DAYS OF RECORDING OTHERWISE NOC MUST BE
	RE-RECORDED. FL SS 71.13(2)

	2A) SCOPE OF WORK IS LOW, WE WILL
	RE-EVALUATEUSING MARSHALL & SWIFT IF
	THE VALUE IS NOT INCREASED.

	2B) THE PERMIT APPLICATION DESCRIPTION
	INDICATES CHANGE OF USE, IT APPEARS THAT
	AN ADDITION 918 SQ FT IS ALSO BEING
	ADDED.

	2C) NOTHING IN THIS PERMIT INDICATES
	THAT THE REAR BUILDING IS UNDER GOING A
	CHANGE OF OCCUPANCY?

	3) IT APPEARS THAT THE OWNER/ CONTRACTOR
	HAS DRAWN UP THE PLANS, FL S S
	481.229(1)(C) WHEN THE SCOPE OF WORK IS
	UNDER $25,000.00 AN ARCHITECT IS NOT
	REQUIRED TO DRAW PLANS, OTHERWISE A
	DESIGN PROFESSIONAL WILL BE REQUIRED.SEE
	FL S S
	489.229 EXCEPTIONS, EXEMPTIONS FROM
	LICENSURE.

	4) 2004 EXISTING BUILDINGS CHAPTER 8,
	CHANE IN OCCUPANCIES 801.3A CERTIFICATE
	OF OCCUPANCY SHALL BE ISSUED WHERE A
	CHANGE OF OCCUPANCY OCCURS THAT RESULTS
	IN BEING CLASSIFIED AS A DIFFERENT
	OCCUPANCY CLASSIFICATION AS DETERMINED
	BY THE FLORIDA BUILDING CODE, BUILDING.

	PLANS ARE TO COMPLY WITH THE PROVISIONS
	OF CHAPTER 8 OF EXISTING BUILDING 2004
	CHAPTER 9 FOR ADDITIONS AND THE 2004
	BUILDING CODE FOR COMMERCIAL AS WELL AS
	CHAPTER 11 OF THE 2004 FBC.

	5)2004 EXISTING BUILDING 806.1,
	ACCESSIBILITY IN PORTIONS OF BUILDINGS
	UNDER GOING A CHANGE OF OCCUPANCY
	CLASSIFICATION SHALL COMPLY WITH CHAPTER
	11 OF THE FLORIDA BUILDING CODE.

	5A) AN ACCESSIBLE ROUTE TO THE RIGHT OF

	WAY.

	5B) 11-4.6.1 PARKING AND PASSENGER
	LOADING ZONES.

	5C) ACCESSIBLE RAMPS:
	11-4.8.2 SLOPE & RISE. THE LEAST
	POSSIBLE SLOPE SHALL BE USED FOR ANY
	RAMP. THE MAXIMUM SLOPE FOR A RAMP IN
	NEW CONSTRUCTION SHALL BE 1 TO 12. THE
	MAXIMUM RISE FOR RUN SHALL BE 30" (SEE
	FIGURE 16).
	11-4.8.3. CLEAR WIDTH. THE MINIMUM
	CLEAR WIDTH OF A RAMP SHALL BE 36".
	EXCEPTION: RAMPS THAT ARE PART OF A
	REQUIRED MEANS OF EGRESS SHALL NOT BE
	LESS THAN 44 INCHES WIDE.
	11-4.8.4.(2) LANDINGS. ALL LANDINGS
	ON RAMPS SHALL NOT BE LESS THAN 60"
	CLEAR, & THE BOTTOM OF EACH RAMP SHALL
	HAVE NOT LESS THAN 72" OF STRAIGHT &
	LEVEL CLEARENCE.
	11-4.8.4(3) IF RAMPS CHANGE DIREC-
	TION AT LANDINGS, THE MINIMUM LANDING
	SIZE SHALL BE 60" X 60".
	11.4.8.5. HANDRAILS: IF A RAMP HAS
	A RISE GREATER THAN 6" OR A HORIZONTAL
	PROJECTION GREATER THAN 72", THEN IT
	SHALL HAVE HANDRAILS ON BOTH SIDES.

	5D)11-4.21.1 GENERAL.
	ACCESSIBLE SHOWER STALLS SHALL COMPLY
	WITH SECTION 11-4.21 .
	11-4.21.2 SIZE AND CLEARANCES.
	EXCEPT AS SPECIFIED IN SECTION 11-9.1.2
	, SHOWER STALL SIZE AND CLEAR FLOOR
	SPACE SHALL COMPLY WITH FIGURE 11-35 (A)
	OR FIGURE 11-35 (B). THE SHOWER STALL IN
	FIGURE 11-35 (A) SHALL BE 36 INCHES BY
	36 INCHES (915 MM BY 915 MM). SHOWER
	STALLS REQUIRED BY SECTION 11-9.1.2
	SHALL COMPLY WITH FIGURE 11-57 (A) OR
	FIGURE 11-57 (B). THE SHOWER STALL IN
	FIGURE 11-35 (B) WILL FIT INTO THE SPACE
	REQUIRED FOR A BATHTUB.

	11-4.21.3 SEAT.
	A SEAT SHALL BE PROVIDED IN SHOWER
	STALLS 36 INCHES BY 36 INCHES (915 MM BY
	915 MM) AND SHALL BE AS SHOWN IN FIGURE
	11-36 . THE SEAT SHALL BE MOUNTED 17
	INCHES TO 19 INCHES (430 MM TO 485 MM)
	FROM THE BATHROOM FLOOR AND SHALL EXTEND
	THE FULL DEPTH OF THE STALL. IN A
	36-INCH BY 36-INCH (915 MM BY 915 MM)
	SHOWER STALL, THE SEAT SHALL BE ON THE
	WALL OPPOSITE THE CONTROLS. WHERE A
	FIXED SEAT IS PROVIDED IN A 30-INCH BY
	60-INCH MINIMUM (760 MM BY 1525 MM)
	SHOWER STALL, IT SHALL BE A FOLDING TYPE
	AND SHALL BE MOUNTED ON THE WALL
	ADJACENT TO THE CONTROLS AS SHOWN IN
	FIGURE 11-57 . THE STRUCTURAL STRENGTH
	OF SEATS AND THEIR ATTACHMENTS SHALL
	COMPLY WITH SECTION 11-4.26.3 .
	11-4.21.4 GRAB BARS.
	GRAB BARS COMPLYING WITH SECTION 11-4.26
	SHALL BE PROVIDED AS SHOWN IN FIGURE
	11-37 .
	11-4.21.5 CONTROLS.
	FAUCETS AND OTHER CONTROLS COMPLYING
	WITH SECTION 11-4.27.4 SHALL BE LOCATED
	AS SHOWN IN FIGURE 11-37 . IN SHOWER
	STALLS 36 INCHES BY 36 INCHES (915 MM BY
	915 MM), ALL CONTROLS, FAUCETS, AND THE
	SHOWER UNIT SHALL BE MOUNTED ON THE SIDE
	WALL OPPOSITE THE SEAT.
	11-4.21.6 SHOWER UNIT.
	A SHOWER SPRAY UNIT WITH A HOSE AT LEAST
	60 INCHES (1525 MM) LONG THAT CAN BE
	USED BOTH AS A FIXED SHOWER HEAD AND AS
	A HAND-HELD SHOWER SHALL BE PROVIDED.
	EXCEPTION: IN UNMONITORED FACILITIES
	WHERE VANDALISM IS A CONSIDERATION, A
	FIXED SHOWER HEAD MOUNTED AT 48 INCHES
	(1220 MM) ABOVE THE SHOWER FLOOR MAY BE
	USED IN LIEU OF A HAND-HELD SHOWER HEAD.

	11-4.21.7 CURBS.
	IF PROVIDED, CURBS IN SHOWER STALLS 36
	INCHES BY 36 INCHES (915 MM BY 915 MM)
	SHALL BE NO HIGHER THAN ? INCH (13 MM).
	SHOWER STALLS THAT ARE 30 INCHES BY 60
	INCHES (760 MM BY 1525 MM) MINIMUM SHALL
	NOT HAVE CURBS.

	5D) 11-4.24.2 SINKS, HEIGHT. SINKS SHALL
	BE MOUNTED WITH THE COUNTER NO HIGHER
	THAN 34" ABOVE THE FINISH FLOOR.
	11-4.24.3 KNEE CLEARENCE THAT IS AT
	LEAST 27" HIGH 30" WIDE, AND 19" DEEP
	SHALL BE PROVIDED UNDERNEATH SINKS.

	6) 2004 ENERGY CODE 13-101.3.2 BUILDINGS
	HAVING A CHANGE OF OCCUPANCY THAT WERE
	PERMITTED AFTER MARCH 15, 1979, SHALL
	COMPLY WITH THE REQUIREMENTS OF
	SUBCHAPTER 13-4 FOR COMMERCIAL
	APPLICATIONS AND MULTIPLE-FAMILY
	RESIDENTIAL BUILDINGS GREATER THAN THREE
	STORIES OR SUBCHAPTER 13-6 FOR
	RESIDENTIAL APPLICATIONS OF THREE
	STORIES OR LESS. WHERE THE EFFICIENCY OF
	A BUILDING COMPONENT IS UNKNOWN, IT
	SHALL BE DETERMINED IN ACCORDANCE WITH
	THE CRITERIA SPECIFIED IN SECTION
	101.4.2.1 .

	7) 110.2* W. P. B. ADMINISTRATIVE CODE,
	INFORMATION THAT IS REQUIRED FOR RECORD
	KEEPING & FOR CERTIFICATE OF OCCUPANCY:
	A) THE EDITION OFTHE CODE UNDER WHICH
	THE PERMIT WAS ISSUED.
	B) THE USE AND OCCUPANCY, IN ACCORDANCE
	WITH THE PROVISIONS OF CHAPTER 3.
	C) THE TYPE OF CONSTRUCTION AS DEFINED
	IN CHAPTER 6, TABLE 601.
	D) THE DESIGN OCCUPANT LOAD, SEE 1004.
	E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
	PROVIDED, WHETHER THE SPRINKLER SYSTEM
	IS REQUIRED.
	F) ANY SPECIAL STIPULATIONS & CONDITIONS
	OF THE BUILDING PERMIT.

	8) 2004 EXISTING BUILDING CHANGE OF
	OCCUPANCY 812.1 COMPLIANCE WITH CHAPTER
	7 THE OCCUPANCY CLASSIFICATION OF AN
	EXISTING BUILDING MAY BE CHANGED,
	PROVIDED THAT THE BUILDING MEETS ALL THE
	REQUIREMENTS OF CHAPTER7 APPLIED
	THROUGHOUT THE BUILDING FOR THE NEW
	OCCUPANCY GROUP AND COMPLIES WITH THE
	REQUIREMENT S OF SECTION 802 THROUGH
	812.SEE :
	705 MEANS OF EGRESS / FLORIDA BUILDING
	CODE
	706 ACCESSIBILITY CHAPTER 11 2004 FBC
	707 STRUCTURAL:
	707.5.1 EVALUATION &ANALYSIS FBC
	BUILDING FOR WIND LOADING
	1609.1.4.1 BUILDING WITH OPENINGS.
	1609.1.4.WHERE GLAZING IS ASSUMED TO BE
	AN OPENING IN ACCORDANCE WITH SECTION
	1609.1.4 , THE BUILDING SHALL BE
	EVALUATED TO DETERMINE IF THE OPENINGS
	ARE OF SUFFICIENT AREA TO CONSTITUTE AN
	OPEN OR PARTIALLY ENCLOSED BUILDING AS
	DEFINED IN SECTION 1609.2 . OPEN AND
	PARTIALLY ENCLOSED BUILDINGS SHALL BE
	DESIGNED IN ACCORDANCE WITH THE
	APPLICABLE PROVISIONS OF ASCE 7.

	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.

	1609.1.3 ANCHORAGE AGAINST OVERTURNING,
	UPLIFT AND SLIDING.
	STRUCTURAL MEMBERS AND SYSTEMS AND
	COMPONENTS AND CLADDING IN A BUILDING OR
	STRUCTURE SHALL BE ANCHORED TO RESIST
	WIND-INDUCED OVERTURNING, UPLIFT AND
	SLIDING AND TO PROVIDE CONTINUOUS LOAD
	PATHS FOR THESE FORCES TO THE
	FOUNDATION. WHERE A PORTION OF THE
	RESISTANCE TO THESE FORCES IS PROVIDED
	BY DEAD LOAD, THE DEAD LOAD, INCLUDING
	THE WEIGHT OF SOILS AND FOUNDATIONS,
	SHALL BE TAKEN AS THE MINIMUM DEAD LOAD
	LIKELY TO BE IN PLACE DURING A DESIGN
	WIND EVENT. WHERE THE ALTERNATE BASIC
	LOAD COMBINATIONS OF SECTION 1605.3.2
	ARE USED, ONLY TWO-THIRDS OF THE MINIMUM
	DEAD LOAD LIKELY TO BE IN PLACE DURING A
	DESIGN WIND EVENT SHALL BE USED.
	FL BLD CODE 1606.1.5: COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
	OLD OR RESIDENT INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS
	FOLLOWS:
	A) WINDOWS,
	B) DOORS
	C) MULLIONS
	D) LINTELS
	E) ROOFING ASSEMBLIES

	9) 106.3.3* PRODUCT APPROVALS- 2004
	THOSE PRODUCTS THAT ARE RGULATED BY DCA
	RULE 9B-72 SHALL BE REVIEWED AND
	APPROVED IN WRITTING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.

	10)2004 EXISTING BUILD,707.6 GRAVITY
	LOADS IS INCREASED ON THE ROOF OR FLOOR
	OF A BUILDING ALL STRUCTURAL MEMBERS
	AFFECTED BY SUCH INCREASE SHALL MEET THE
	GRAVITY LOAD REQUIREMENTS OF THE 2004
	FBC, BUILDING.

	11)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.

	12) SHEET S-2:

	12A) PLANS DO NOT IDENTIFY THE STEEL C
	JOIST AS PER KNOWN MEMBER DEPTH, TYPE OF
	SECTION,( 4 ALPHA CHARACTERS ARE USED
	ACCORDING TO SHAPE), FLANGE WIDTH &
	MATERIAL THICKNESS.
	1604.3.3 STEEL.
	PROVIDE THE ALLOWABLE DEFLECTION LIMITS
	AS INDICATED IN FBC BUILDINGTABLE 1604.3

	THE DEFLECTION OF STEEL STRUCTURAL
	MEMBERS SHALL NOT EXCEED THAT PERMITTED
	BY AISC LRFD, AISC HSS, AISC 335, AISI
	-NASPEC, AISI-GENERAL, AISI-TRUSS, ASCE
	3, ASCE 8-SSD-LRFD/ASD, AND THE STANDARD
	SPECIFICATIONS OF SJI STANDARD
	SPECIFICATIONS, LOAD TABLES AND WEIGHT
	TABLES FOR STEEL JOISTS AND JOIST
	GIRDERS AS APPLICABLE.

	12B) 1603.4 OCCUPANCY PERMITS FOR
	CHANGED LOADS. CONSTRUCTION DOCUMENTS
	FOR OTHER THAN RESIDENTIAL BUILDINGS
	FILED WITH THE BUILDING OFFICIAL WITH
	APPLICATIONS FOR PERMITS SHALL SHOW ON
	EACH DRAWING THE LIVE LOADS PER SQUARE
	FOOT (M 2 ) OF AREA COVERED FOR WHICH
	THE BUILDING IS DESIGNED. OCCUPANCY
	PERMITS FOR BUILDINGS HEREAFTER ERECTED
	SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
	SIGNS, REQUIRED BY SECTION 1603.3 , HAVE
	BEEN INSTALLED.

	12C) STATE DEAD AND LIVE LOADS TO BE
	IMPOSED ON BOTH THE FLOOR JOIST AND ROOF

	JOIST WITH ATTACHED CEILING.

	12D) PLANS INDICATE A DROPED CEILING
	ATTACHED TO SELF SURRING HI-HAT CHANNEL
	BUT NO INFORMATION AS TO WHAT THE HI-HAT
	IS TO BE HUNG FROM, BLCK IRON AND
	HANGING WIRE? IS THE HI-HAT TO BE TIED
	WITH WIRE OR SCREWED/

	12E) BOTH THE FLOOR & CEILING JOIST SHOW
	A ANGLE ANCHORED TO THE BLOCK WALL, NO
	INFORMATION AS TO HOW THE ANGLE IS TO BE

	ANCHORED?

	12F) NO INFORMATION ON THE ANGLE, STEEL
	OR ALUM? SIZE NOR WEIGHT PER FT? PLANS
	ALSO MISS THE CONNECTION BETWEEN THE
	ANGLE AND STEEL JOIST, NO BOLT
	INFORMATION IF WASHERS WILL BE REQUIRED?
	PLANS DO NOT IDENTIFY LOADS TO BE
	RESISTED, UPLIFT, GRAVITY, NOR
	HORIZONTAL LOADS OR COMBINATION OF
	LOADS.

	12G) PLANS DO NOT PROVIDE A PROFILE OF
	WINDOWS BUCKS, NOR ATTACHMENT?
	1714.5.4.2 MASONRY, CONCRETE OR OTHER
	STRUCTURAL SUBSTRATE.
	WHERE THE WOOD SHIM OR BUCK THICKNESS IS
	LESS THAN 1 1 / 2 INCHES (38 MM), WINDOW
	AND DOOR ASSEMBLIES SHALL BE ANCHORED
	THROUGH THE MAIN FRAME OR BY JAMB CLIP
	OR SUBFRAME SYSTEM, IN ACCORDANCE WITH
	THE MANUFACTURER?S PUBLISHED
	INSTALLATION INSTRUCTIONS. ANCHORS SHALL
	BE SECURELY FASTENED DIRECTLY INTO THE
	MASONRY, CONCRETE OR OTHER STRUCTURAL
	SUBSTRATE MATERIAL. UNLESS OTHERWISE
	TESTED, BUCKS SHALL EXTEND BEYOND THE
	INTERIOR FACE OF THE WINDOW OR DOOR
	FRAME SUCH THAT FULL SUPPORT OF THE
	FRAME IS PROVIDED. SHIMS SHALL BE MADE
	FROM MATERIALS CAPABLE OF SUSTAINING
	APPLICABLE LOADS, LOCATED AND APPLIED IN
	A THICKNESS CAPABLE OF SUSTAINING
	APPLICABLE LOADS. ANCHORS SHALL BE
	PROVIDED TO TRANSFER LOAD FROM THE
	WINDOW OR DOOR FRAME TO THE ROUGH
	OPENING SUBSTRATE.
	WHERE THE WOOD BUCK THICKNESS IS 1 1 / 2
	INCHES (38 MM) OR GREATER, THE BUCK
	SHALL BE SECURELY FASTENED TO TRANSFER
	LOAD TO THE MASONRY, CONCRETE OR OTHER
	STRUCTURAL SUBTRATE AND THE BUCK SHALL
	EXTEND BEYOND THE INTERIOR FACE OF THE
	WINDOW OR DOOR FRAME. WINDOW AND DOOR
	ASSEMBLIES SHALL BE ANCHORED THROUGH THE
	MAIN FRAME OR BY JAMB CLIP OR SUBFRAME
	SYSTEM OR THROUGH THE FLANGE TO THE
	SECURED WOOD BUCK IN ACCORDANCE WITH THE
	MANUFACTURER?S PUBLISHED INSTALLATION
	INSTRUCTIONS. UNLESS OTHERWISE TESTED,
	BUCKS SHALL EXTEND BEYOND THE INTERIOR
	FACE OF THE WINDOW OR DOOR FRAME SUCH
	THAT FULL SUPPORT OF THE FRAME IS
	PROVIDED. SHIMS SHALL BE MADE FROM
	MATERIALS CAPABLE OF SUSTAINING
	APPLICABLE LOADS, LOCATED AND APPLIED IN
	A THICKNESS CAPABLE OF SUSTAINING
	APPLICABLE LOADS. ANCHORS SHALL BE
	PROVIDED TO TRANSFER LOAD FROM THE
	WINDOW OR DOOR FRAME ASSEMBLY TO THE
	SECURED WOOD BUCK.

	13)BEFORE A PERMIT TO CONSTRUCT, MAY
	BE ISSUED, IMPACT FEES MUST BE PAID TO
	PALM BEACH COUNTY. THE ACTUAL PERMIT
	SET OF PLANS MUST BE STAMPED BY THAT
	OFFICE, AND A COPY OF THE PAID RECEIPT
	ATTACHED TO THE PERMIT APPLICATION.
	PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.
	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2006-01-10			Cont ID
Sent By	dpalmer			Date	2006-01-10	Time	15:42	Rev Time	0.00
Received By	dpalmer			Date	2006-01-10	Time	15:28	Sent To

Notes

2006-01-10 00:00:00	* UNSAT *

	1)NOTE: PLEASE SEE PLANS SHOULD REFLECT
	THE CURRENT NFPA-70,72,101 ETC IN
	EFFECT.
	2002,2002,2003

	2)NOTE: PLEASE SEE BLDG REVIEW COMMENTS
	AS THE PRINTED LICENSE # IS ALSO
	REQUIRED FOR ALL SHEETS DONE BY TF
	KENNEDY.
	FAC 61G15-23.002

	3)NOTE: PLEASE EITHER MOVE WATER HEATER
	OR PROVIDE PERMANANT CONSTRUCTION
	BARRIER FROM COMBUSTIBLES/EASILY
	IGNITIBLE MATERIALS.422.17 .

	4)NOTE: PLEASE VERIFY NEW OR EXISTING
	REQUIRED SIGN CIRCUIT.
	600.5

	5)NOTE: PLEASE SHOW LOAD CALCULATIONS,
	PLEASE INCLUDE ALL CONTINUOUS LOADS AT
	125%.
	220.10,220.11,220.13,215.3,230.42 ETC.

	6)NOTE: PLEASE SEE RISER SEEMS TO
	INDICATE THE FOOTER/BLDG STEEL TO BE
	PART OF THE GROUNDING ELECTRODE SYSTEM.
	PLEASE VERIFY AS THIS SEEMS TO BE AN
	EXISTING BLDG AND THE FOOTER STEEL WOULD
	NOT BE REQUIRED. IT IS PERMITTED ,
	HOWEVER NOT REQUIRED FOR EXISTING BLDGS.
	TWO GRND RODS WOULD BE REQUIRED.
	250.50


	PLEASE SEE ANY OTHER COMMENTS FROM OTHER
	REVIEWER(S) WHICH MAY AFFECT ELECTRICAL
	PLANS.

	IF THERE ARE ANY QUESTIONS, PLEASE DO
	NOT HESITATE IN CONTACTING THIS OFFICE.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	561-805-6717
	[email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2006-01-19			Cont ID
Sent By	mwennerg			Date	2006-01-19	Time	14:56	Rev Time	0.00
Received By	mwennerg			Date	2006-01-19	Time	14:56	Sent To

Notes

2006-01-19 00:00:00	****DENIED****

	1) STAIRS AND RAMPS SHALL HAVE HANDRAILS
	ON BOTH SIDES.

	2) ADDRESS IS REQUIRED ON BUILDING AND
	SHALL BE AT LEAST 6" IN HEIGHT AND
	CONTRASTING TO THE BACKGROUND.

	3) 2A-10BC RATED FIRE EXTINGUISHERS ARE
	REQUIRED AND SHALL BE SPACED TO MEET THE
	75FT. DISTANCE REQUIREMENT.

	4) LIFE SAFETY TO COMPLY WITH NFPA 101,
	2003 EDITION.

	5) SITE PLAN REFLECTS (2) BUILDINGS,
	HOWEVER IT APPEARS THAT THE SCOPE OF
	WORK ONLY APPLIES TO THE LARGER BUILDING
	PLEASE VERIFY.


	MIKE WENNERGREN, CAPTAIN/WPBFR
	FIRE PLANS REVIEW (561) 805-6722

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2006-02-14			Cont ID
Sent By	rbrown			Date	2006-02-14	Time	14:45	Rev Time	0.00
Received By	rbrown			Date	2005-12-12	Time	18:23	Sent To

Notes

2006-01-13 00:00:00	TO "COMM" BD#4
2005-12-12 00:00:00	WAITING FOR "COMM" BD

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2006-02-07			Cont ID
Sent By	hmoser			Date	2006-02-07	Time	09:48	Rev Time	0.00
Received By	hmoser			Date	2006-02-07	Time	09:43	Sent To

Notes

2006-02-07 00:00:00	PLAN DENIED
	PLEASE PROVIDE TWO COPIES OF ENERGY
	CALCULATIONS PER SECTION 13-101.3 CHANGE
	OF OCCUPANCY AND SECTION 13-101.1.3
	RENOVATIONS
	PLAN REVIEW BY HAROLD MOSER 561-805-6732

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2006-02-14			Cont ID
Sent By	pschmitz			Date	2006-02-14	Time	14:40	Rev Time	0.00
Received By	pschmitz			Date	2006-02-14	Time	14:40	Sent To

Notes

2006-02-14 00:00:00
	PLUMBING PLAN REVIEW EXAMINER
	PAUL SCHMITZ 561-805-6692
	[email protected]
	FBC PLUMBING 2004
	FBC FUEL GAS 2004
	FBC 2004 BUILDING CH 11
	DENIED
	1)SHT A-1 BREAK ROOM SINKS
	11-4.24.1 GENERAL.
	SINKS REQUIRED TO BE ACCESSIBLE BY
	SECTION 11-4.1 SHALL COMPLY WITH SECTION
	11-4.24.
	11-4.24.3 KNEE CLEARANCE.
	KNEE CLEARANCE THAT IS AT LEAST 27
	INCHES (685 MM) HIGH, 30 INCHES (760 MM)
	WIDE, AND 19 INCHES (485 MM) DEEP SHALL
	BE PROVIDED UNDERNEATH SINKS.
	11-4.24.4 DEPTH.
	EACH SINK SHALL BE A MAXIMUM OF 61/2
	INCHES (165 MM) DEEP.
	11-4.24.5 CLEAR FLOOR SPACE.
	A CLEAR FLOOR SPACE AT LEAST 30 INCHES
	BY 48 INCHES (760 MM BY 1219 MM)
	COMPLYING WITH SECTION 11-4.2.4 SHALL BE
	PROVIDED IN FRONT OF A SINK TO ALLOW
	FORWARD APPROACH. THE CLEAR FLOOR SPACE
	SHALL BE ON AN ACCESSIBLE ROUTE AND
	SHALL EXTEND A MAXIMUM OF 19 INCHES (485
	MM) UNDERNEATH THE SINK (SEE FIGURE
	11-32).
	11-4.24.6 EXPOSED PIPES AND SURFACES.
	HOT WATER AND DRAIN PIPES EXPOSED UNDER
	SINKS SHALL BE INSULATED OR OTHERWISE
	CONFIGURED SO AS TO PROTECT AGAINST
	CONTACT. THERE SHALL BE NO SHARP OR
	ABRASIVE SURFACES UNDER SINKS.
	11-4.24.7 FAUCETS.
	FAUCETS SHALL COMPLY WITH SECTION
	11-4.27.4. LEVER-OPERATED, PUSH-TYPE,
	TOUCH-TYPE, OR ELECTRONICALLY CONTROLLED
	MECHANISMS ARE ACCEPTABLE DESIGNS.

	2)SHT P1.01 TOILET ROOM SHOWER.
	11-4.21.1 GENERAL.
	ACCESSIBLE SHOWER STALLS SHALL COMPLY
	WITH SECTION 11-4.21.
	11-4.21.2 SIZE AND CLEARANCES.
	EXCEPT AS SPECIFIED IN SECTION 11-9.1.2,
	SHOWER STALL SIZE AND CLEAR FLOOR SPACE
	SHALL COMPLY WITH FIGURE 11-35(A) OR
	FIGURE 11-35(B). THE SHOWER STALL IN
	FIGURE 11-35(A) SHALL BE 36 INCHES BY 36
	INCHES (915 MM BY 915 MM).
	11-4.21.3 SEAT.
	A SEAT SHALL BE PROVIDED IN SHOWER
	STALLS 36 INCHES BY 36 INCHES (915 MM BY
	915 MM) AND SHALL BE AS SHOWN IN FIGURE
	11-36. THE SEAT SHALL BE MOUNTED 17
	INCHES TO 19 INCHES (430 MM TO 485 MM)
	FROM THE BATHROOM FLOOR AND SHALL EXTEND
	THE FULL DEPTH OF THE STALL. IN A
	36-INCH BY 36-INCH (915 MM BY 915 MM)
	SHOWER STALL, THE SEAT SHALL BE ON THE
	WALL OPPOSITE THE CONTROLS. IT SHALL BE
	A FOLDING TYPE AND SHALL BE MOUNTED ON
	THE WALL ADJACENT TO THE CONTROLS AS
	SHOWN IN FIGURE 11-57. THE STRUCTURAL
	STRENGTH OF SEATS AND THEIR ATTACHMENTS
	SHALL COMPLY WITH SECTION 11-4.26.3.
	11-4.21.4 GRAB BARS.
	GRAB BARS COMPLYING WITH SECTION 11-4.26
	SHALL BE PROVIDED AS SHOWN IN FIGURE
	11-37.
	11-4.21.5 CONTROLS.
	FAUCETS AND OTHER CONTROLS COMPLYING
	WITH SECTION 11-4.27.4 SHALL BE LOCATED
	AS SHOWN IN FIGURE 11-37. IN SHOWER
	STALLS 36 INCHES BY 36 INCHES (915 MM BY
	915 MM), ALL CONTROLS, FAUCETS, AND THE
	SHOWER UNIT SHALL BE MOUNTED ON THE SIDE
	WALL OPPOSITE THE SEAT.
	11-4.21.6 SHOWER UNIT.
	A SHOWER SPRAY UNIT WITH A HOSE AT LEAST
	60 INCHES (1525 MM) LONG THAT CAN BE
	USED BOTH AS A FIXED SHOWER HEAD AND AS
	A HAND-HELD SHOWER SHALL BE PROVIDED.
	11-4.21.7 CURBS.
	IF PROVIDED, CURBS IN SHOWER STALLS 36
	INCHES BY 36 INCHES (915 MM BY 915 MM)
	SHALL BE NO HIGHER THAN ? INCH (13 MM).
	SHOWER STALLS THAT ARE 30 INCHES BY 60
	INCHES (760 MM BY 1525 MM) MINIMUM SHALL
	NOT HAVE CURBS.
	11-4.21.8 SHOWER ENCLOSURES.
	IF PROVIDED, ENCLOSURES FOR SHOWER
	STALLS SHALL NOT OBSTRUCT CONTROLS OR
	OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO
	SHOWER SEATS.

	3) SHT P-1.01
	CORRELATE DWV ISOMETRIC, WITH PLUMBING
	FIXTURE LAY OUT, MOP SINK SHOWN ON
	ISOMETRIC?

	4)SHT P1.01 WATER HEATER,PROVIDE DETAIL
	607.3 THERMAL EXPANSION CONTROL.
	A MEANS OF CONTROLLING INCREASED
	PRESSURE CAUSED BY THERMAL EXPANSION
	SHALL BE PROVIDED WHERE REQUIRED IN
	ACCORDANCE WITH SECTIONS 607.3.1 AND
	607.3.2.
	607.3.1 PRESSURE-REDUCING VALVE.
	FOR WATER SERVICE SYSTEM SIZES UP TO AND
	INCLUDING 2 INCHES (51 MM), A DEVICE FOR
	CONTROLLING PRESSURE SHALL BE INSTALLED
	WHERE, BECAUSE OF THERMAL EXPANSION, THE
	PRESSURE ON THE DOWNSTREAM SIDE OF A
	PRESSURE-REDUCING VALVE EXCEEDS THE
	PRESSURE-REDUCING VALVE SETTING.
	END OF COMMENTS, QUESTIONS 561-805-6692

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2006-02-14			Cont ID
Sent By	mmclean			Date	2006-02-14	Time	09:51	Rev Time	0.00
Received By	mmclean			Date	2006-02-14	Time	09:51	Sent To

Notes

2006-02-14 00:00:00	DENIED,
	1. NEED TO PROVIDE 2 SETS OF SITEPLAN,
	SHOWING 4 PARKING SPACES,INCLUDING
	HANDICAP (1).

	ANY QUESTIONS, PLEASE CALL AMY STELLY,
	822-1435