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Plan Review Details - Permit 08120295

Plan Review Stops For Permit 08120295

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2008-12-31			Cont ID
Sent By	jwitmer			Date	2008-12-31	Time	10:45	Rev Time	2.22
Received By	jwitmer			Date	2008-12-31	Time	10:32	Sent To

Notes

2008-12-31 11:57:12	BUILDING PLAN REVIEW
	PERMIT: 08120295
	ADD: 124 N. DIXIE HWY
	CONT: LTI DEVELOPMENT
	TEL: (561)718-6243

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2007 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW
	ACTION: DENIED

	1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
	INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS
	NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
	REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
	REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
	EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
	COOPERATION.

	1B) INFORMATIONAL 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.

	1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
	TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
	THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS.

	2) PLANS LACK WIND DESIGN INFORMATION: 1603.1.4 WIND
	DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO WIND
	LOADS SHALL BE SHOWN, REGARDLESS OF WHETHER WIND LOADS
	GOVERN THE DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM
	OF THE BUILDING:
	2A). BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
	(KM/HR).

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

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

	2D). THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
	DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
	5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
	IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
	OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
	SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
	PROFESSIONAL.

	3) 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.

	FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
	COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
	AS FOLLOWS:
	3A) IMPACT FIXED GLASS
	3B) STOREFRONT DOORS

	4) 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. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG

	5) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
	PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.

	6) SHEET A1.0A CONSTRUCTION NOTE# 4 INDICATES THE
	REMOVAL OF A 24"X24" COLUMN AND REPLACING IT WITH A
	6"X6'X3/8 INCH STEEL COLUMN. WHAT IS THE COLUMN HOLDING
	UP? WILL THE STEEL IN THE BEAM ABOVE HAVE SUFFICIENT
	LAP WITH THE SMALLER COLUMN HEAD? 106.1.2 ADDITIONAL
	INFORMATION REQUIRED.

	7) SHEET A1.0A NOTE# 5 INDICATES THE USE OF FIBERGLASS
	RESIN PANELS, PLEASE PROVIDE ADDITIONAL INFORMATION,
	HOW THEY WILL BE ATTACHED, FLAME SPREAD AND SMOKE
	DEVLOPMENT SECTION 803 AND TABLE 803.5.

	8) SHEET A1.0A NOTE # 6 & 7, INDICATE LOWERING THE
	LFLOOR LEVEL 2 1/2 INCHES WIWTH A 1/12 SLOPE. THE
	BOTTOM OF THE RAMP REQUIRES A 6'-0" LANDING PLEASE SEE
	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.

	9) SHEET A1.0A PLANS INDICATE THE USE OF A FIRE WALL
	PIPE PENETRATION, FIRE WALL IS EITHER 3 OR 4 HR
	RATINGS, PLEASE PROVIDE UL LISTING OR MANUFACTURES FIRE
	STOP ASSEMBLY NUMBER 712.3.1.2.

	10) SHEET A1.0A PLANS FAIL TO INDICATE ACCESSIBLE
	TABLES. 11-5.1 GENERAL. EXCEPT AS SPECIFIED OR MODIFIED
	IN THIS SECTION, RESTAURANTS AND CAFETERIAS SHALL
	COMPLY WITH THE REQUIREMENTS OF SECTION 11-4.1 TO
	SECTION 11-4.35. WHERE FIXED TABLES (OR DINING COUNTERS
	WHERE FOOD IS CONSUMED BUT THERE IS NO SERVICE) ARE
	PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, OF
	THE FIXED TABLES (OR A PORTION OF THE DINING COUNTER)
	SHALL BE ACCESSIBLE AND SHALL COMPLY WITH SECTION
	11-4.32 AS REQUIRED IN SECTION 11-4.1.3(18).

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

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

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

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2008-12-26			Cont ID
Sent By	dpalmer			Date	2008-12-26	Time	15:59	Rev Time	0.00
Received By	dpalmer			Date	2008-12-26	Time	15:59	Sent To

Notes

2008-12-26 15:59:50	DENIED REVIEW

	1) NOTE: PLEASE SUBMIT COMPLETED LIGHTING SCHEDULE FOR
	LIGHTING BEING CONTROLLED BY LCP.
	PLEASE INDICATE THE REQUIRED MINIMUM 10HR BATTERY BACK
	UP FOR THE ASTRONOMICAL TIME CLOCK.
	PLEASE SEE SECTION FOR LIGHTING THAT IS REQUIRED TO BE
	CONTROLLED AT POINT OF ENTRANCE AND SO THAT THE
	OCCUPANT CAN VISUALLY SEE ALL LIGHTING BEING CONTROLLED
	OR MEET EXCEPTIONS. AS THIS HAS BEEN A COMMON NOTED ON
	OTHER PROJECTS PERHAPS A SMALL TYPICAL DETAIL FOR THE
	TYPICAL KEYPAD BEING USED WHICH SHOWS THE OVER RIDES AS
	BEING LIT, AND A TYPICAL LABELING OF THE SAME OVER
	RIDES. PLEASE CALL TO GO OVER THIS IF DESIRED.
	A TYPICAL KEYPAD IS USED ON MANY PROJECTS WHICH
	INDICATES THE LIGHTED OVER RIDES AND SIGNAGE.
	13-415.1.ABC.1.1,.1.2, .1.3 AND .1.4.
	.1.4 FOR EXTERIOR.

	2) NOTE: PLEASE COMPLETE THE FIXTURE INFORMATION,
	LEGEND AND PLANS. PLEASE SEE FIXTURES SUCH AS FIXTURE
	C WHICH IS SHOWN ON PLANS IS NOT ON ANY LEGEND.
	PLEASE SEE FBC 13-415.2.ABC.1.1, AND .1.2. ALL WATTAGES
	ARE BASED ON THE RATING OF THE FIXTURE NOT THE BULB
	WATTAGES USED.
	PLEASE SEE 13-415.2.ABC.1.2 (3.) AS THIS GIVES THE
	MINIMUM VA TO BE 30VA PER FT OF TRACK OR THE TOTAL
	NUMBER OF FIXTURES AT THE RATED VA PER FIXTURE WHICH
	EVER IS GREATER.

	3) NOTE: PLEASE SEE 220.43A ALONG WITH COMMENTARY
	ATTACHED BELOW DIRECTLY FROM THE NEC. THE LOAD USED TO
	SIZE THE BRANCH CIRCUIT MAY BE THE 180VA ONLY WHEN
	SIZING THE BRANCH OR THE 200VA PER FT. HOWEVER PER
	220.43A, THE LOAD REQUIRED TO SIZE FEEDERS IS 200VA PER
	FOOT NOT 180VA PER RECEPTACLE. I HAVE EXTRACTED THE
	SECTION FROM THE CODE. PLEASE READ THE LAST TWO
	SENTENCES AS THIS IS FROM THE HANDBOOK COMMENTARY WHICH
	CLEARLY NOTES THE LOAD TO BE FIGURED FOR FEEDERS.

	**** 220.43 SHOW-WINDOW AND TRACK LIGHTING
	(A) SHOW WINDOWS FOR SHOW-WINDOW LIGHTING, A LOAD OF
	NOT LESS THAN 660 VOLT-AMPERES/LINEAR METER OR 200
	VOLT-AMPERES/LINEAR FOOT SHALL BE INCLUDED FOR A SHOW
	WINDOW, MEASURED HORIZONTALLY ALONG ITS BASE.
	FPN:SEE 220.14(G) FOR BRANCH CIRCUITS SUPPLYING SHOW
	WINDOWS.

	THE CALCULATION OF 200 VOLT-AMPERES FOR EACH LINEAR
	FOOT OF A SHOW WINDOW IS REQUIRED TO DETERMINE THE
	FEEDER LOAD. SEE THE COMMENTARY FOLLOWING 220.14(G) FOR
	LOAD CALCULATIONS FOR BRANCH CIRCUITS IN SHOW WINDOWS.

	***

	4) NOTE: PLEASE SEE 600.5, 215.3, 230.42 ETC AS THE
	SIGN CIRCUIT IS A LIGHTING LOAD TO BE SHOWN AT 125%.

	5) NOTE: NO LIGHTING FOR EGRESS PATH UP TO ELECTRIC
	EQUIPMENT PANELS IS SHOWN. PLEASE SEE 700.12F, 700.16,
	NFPA-101 7.8.1.3, 7.8.1.2.2, 7.9.1.2, 7.9.2.2, FBC
	1006.1.2 ETC

	6) NOTE: PLEASE FBC 108.3. ALL EQUIPMENT, DESIGN COST,
	MATERIALS AND LABOR SHALL BE INCLUDING EVEN IF ANY OF
	THESE ITEMS ARE OWNER SUPPLIED.
	THE APPLIED VALUE FOR SCOPE AS SHOWN IS LOW. THIS
	COMMENT IS NOT FOR THE DESIGNER.

	7) NOTE: PLEASE COORDINATE PANELS AND RISER. SEE PANEL
	A SHOWN AS MLO AND ON RISER AS MCB.
	225,230, 215, 240, ETC
	FBC 106.1.1, 106.1.2 FOR COORDINATION AND CLARITY.

	8) NOTE: PLEASE SEE NEC 210.8B2 FOR ALL 15AMP AND 20AMP
	RECEPTACLES CIRCUITS INSIDE KITCHEN AREAS WHICH ARE
	REQUIRED TO BE GFI OR GFI PROTECTED. THIS IS REQUIRED
	WHETHER OR NOT THEY ARE RECEPTACLES ONLY FEEDING
	COUNTER SPACES.

	9) NOTE: PLEASE SEE NOTE AT THE BOTTOM OF SHEET 2.1E
	WHICH REFERENCES TO SEE SHEET 3.2P FOR ELECTRICAL ON
	ROOF-TOP, HOWEVER THERE IS NO SHEET 3.2P IN PLANS
	SUBMITTED.
	THERE IS HOWEVER A SHEET 3.2M WHICH INDICATES THE ROOF
	TOP ELECTRICAL. THIS SEEMS TO HAVE BEEN A MISPRINT AND
	COULD HAVE BEEN REDLINED. HOWEVER SHOULD BE REVISED AT
	THIS TIME WITH OTHER COMMENTS.

	10) NOTE: PLEASE REVISE CODE REFERENCE ON ELECTRICAL
	PLANS. THE COVER SHEET IS CORRECT HOWEVER SEE 2.0E.
	FBC 2004 W/2007 REVISIONS.
	ALSO ANOTHER ITEM WHICH COULD HAVE BEEN REDLINED
	HOWEVER PLANS WERE COMING BACK FOR CORRECTIONS.

	11) NOTE: WHERE IS THE LIGHTING CONTROL PANEL GOING TO
	BE LOCATED? NOT SHOWN ON LIGHTING OR POWER PLANS.
	110.26, 240.24 ETC
	FBC 106.1.1, .1.2 FOR ADDITIONAL INFORMATION,
	COORDINATION, AND CLARITY OF RECORD PLANS.

	12) NOTE: PLEASE SEE 422.13 AS THE ELECTRIC STORAGE
	TYPE WATER HEATER LOAD IS REQUIRED TO BE SHOWN AT 125%.
	PLEASE SEE THE 2005 NEC HANDBOOK WHICH PROVIDES A
	COMMENTARY OF THE REVISION IN THE 2005 NEC.
	PLEASE SEE THE LAST SENTENCE OF COMMENTARY.

	13) NOTE: PLEASE SEE POWER PLANS. THE WATER HEATER IS
	BEING SHOWN IN THE BATHROOM ON A RECEPTACLE WHICH IS
	NOT PERMITTED. ANOTHER WATER HEATER IS SHOWN ON THE
	SECOND FLOOR EQUIPMENT ROOM AREA LAYOUT HOWEVER THIS
	SEEMS TO BE THE SAME WATER HEATER. EACH UNIT SHOWN
	CONTAINS THE SAME CIRCUIT B-37, 39.
	PLEASE SEE 422.30,31 A DISCONNECTING MEANS OF SOME TYPE
	IS REQUIRED. THE WATER HEATER ON THE SECOND FLOOR DOES
	ACTUALLY SHOW THE REQUIRED DISCONNECT.


	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	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2009-01-07			Cont ID
Sent By	mwennerg			Date	2009-01-07	Time	15:02	Rev Time	0.00
Received By	mwennerg			Date	2009-01-07	Time	15:02	Sent To

Notes

2009-01-07 15:07:42	*DENIED*

	1) HOOD/SUPPRESSION TO MEET ALL REQUIREMENTS OF UL 300
	(WET CHEMICAL SYSTEMS) AND NFPA 96.

	2) AN AUDIBLE/VISUAL DEVICE IS REQUIRED TO NOTIFY
	OCCUPANTS IN THE EVENT OF SUPPRESSION ACTIVATION.

	3) SEPARATE SHOP DRAWINGS AND PERMITS REQUIRED FOR HOOD
	AND SUPPRESSION SYSTEMS.

	4) PROVIDE DETRAILS ILLUSTRATING ASSOCIATED EQUIPMENT
	AND LOCATION OF THE MANUAL MEANS OF ACTIVATION.


	MIKE WENNERGREN, ASST. FIRE MARSHAL
	FIRE PLAN REVIEW
	FIRE PREVENTION (561) 804-4756

Review Stop	G			GAS REVIEW
Rev No	1	Status	F	Date	2009-01-27			Cont ID
Sent By	kstevens			Date	2009-01-27	Time	16:04	Rev Time	0.00
Received By	kstevens			Date	2009-01-27	Time	16:04	Sent To

Notes

2009-01-27 16:09:51	DENIED
	REFERENCE:
	FBC-2004 FUEL GAS


	1. SHT 3.0P SUBMIT THE FOLLOWING INFORMATION REQUIRED
	FOR THE GAS PERMIT:

	A. TYPE OF GAS, (LP OR NATURAL).

	B. SHOW TYPE OF PIPING MATERIAL BEING
	INSTALLED, ALL PIPE SIZES, (AND THE EDH
	NUMBER OF CORRUGATED STAINLESS STEEL
	TUBING FOR EACH PIPE SIZE BEING USED. -- INDICATE THE
	PIPE SIZE OF ALL VALVES. THEY SHALL BE FULL SIZE AS PER
	TABLE 402.4(2). THE PIPE SIZE TO THE UPPER PIZZA OVEN
	IS INDICATED AS 3/4". MINIMUM 1" IS REQUIRED. TABLE
	402.4(2).

	C. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
	EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND THE
	FBC-2004 FUEL GAS CODE SEC 402.2.

	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	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2009-01-27			Cont ID
Sent By	kstevens			Date	2009-01-27	Time	16:34	Rev Time	0.00
Received By	kstevens			Date	2008-12-15	Time	16:29	Sent To

Notes

2008-12-15 16:29:16

TO "COMM" BD#24

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	P	Date	2009-01-26			Cont ID
Sent By	hmoser			Date	2009-01-26	Time	10:55	Rev Time	0.00
Received By	hmoser			Date	2009-01-26	Time	10:55	Sent To	P

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2009-01-27			Cont ID
Sent By	kstevens			Date	2009-01-27	Time	16:09	Rev Time	0.00
Received By	kstevens			Date	2009-01-27	Time	16:09	Sent To

Notes

2009-01-27 16:31:34	DENIED
	REFERENCE:
	FBC-2004 PLUMBING
	CITY WPB MUNICIPAL CODE

	1. SHT 3.0P WATER RISER DIAGRAM. NO WATER SUPPLY IS
	SHOWN TO THE DISHWASHER, NOR TO THE ICE MAKER. PLEASE
	INDICATE ON THE RISER AND SHOW THE REQUIRED WATER
	HAMMER ARRESTORS. SECTIONS 106.1.1 & 604.9. -- THERE IS
	A 1/2" COLD WATER LINE TO "SODA". THIS REQUIRES
	PROTECTION FROM BACKFLOW PER SECTION 608.16.1. PLEASE
	SHOW ON SUPPLY LINE.

	2. SHT 3.0P SEE GAS REVIEW FOR COMMENTS ON GAS RISER
	DIAGRAM. TABLE 402.4(2).

	3. SHT 3.2M THE SANITARY RISER DIAGRAM DOES NOT RELFECT
	THE FLOOR PLAN FOR THE FLOOR SINK AT THE 3 COMPARTMENT
	SINK. PLEASE CORRELATE. SECTION 106.1.1. -- PLEASE
	CLARIFY "STEAM" FOR INDIRECT FLOOR SINK. PER SECTION
	701.7 WASTEWATER WHEN DISCHARGED INTO THE BUILDING
	DRAINAGE SYSTEM SHALL BE AT A TEMPERATURE NOT HIGHER
	THAN 140 DEGREES F, (60 DEG C). WHEN HIGHER
	TEMPERATURES EXIST, APPROVED COOLING METHODS SHALL BE
	PROVIDED.

	4. THE GREASE INTERCEPTOR SHALL BE APPROVED BY THE
	UTILITY DEPT. INDUSTRIAL PRETREATMENT. PLEASE CONTACT
	HOLLY MCGRATH, LABORATORY SUPERVISOR BY PHONE (561)
	822-2271, OR BY FAX (561) 822-2279 OR BY E-MAIL
	[email protected]. ARTICLE III SECTION 90-124(7). A
	WRITTEN DETERMINATION SHALL BE SUBMITTED FOR PERMIT
	APPROVAL.

	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	1	Status	F	Date	2008-12-19			Cont ID
Sent By	mflis			Date	2008-12-19	Time	16:50	Rev Time	0.00
Received By	mflis			Date	2008-12-19	Time	16:50	Sent To

Notes

2008-12-19 17:06:40	ZONING REVIEW: FAILED

	1) NO DEMOLITION PLANS ARE INDICATED. PLEASE NOTE ALL
	INTERIOR AND EXTEIOR WORK WHICH WILL REQUIRE
	DEMOLITIONS.
	2) EXTERIOR BUILDING ELEVATIONS SHALL BE PROVIDED
	INDICATING NEW WINDOWS AND EXTERIOR FINISHES.
	3) SIDEWALK SEATING AND TABLES SHALL BE PERMITTED
	SUBJECT TO SIDEWALK PERMIT APPROVAL (ISSUED SEPARATELY
	BY THE PLANNING DEPARTMENT PRIOR TO BUSINESS
	OPERATION). ALL EXTERIOR SEATING SHALL PROVIDE A
	MINIMUM 44" CLEAR PATH ON ALL PUBLIC SIDEWALKS AND
	SHALL NOT BLOCK ANY ACCESS OR EQUIPMENT. SEE PLANNING
	DEPARTMENT FOR SIDEWALK CAFE PERMIT APPLICATION.

	MATT FLIS - 822-1445