City of West Palm Beach eGovPlus

Plan Review Details - Permit 11040299

Plan Review Stops For Permit 11040299

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2011-07-26			Cont ID
Sent By	jwitmer			Date	2011-07-26	Time	09:58	Rev Time	0.55
Received By	jwitmer			Date	2011-07-26	Time	09:58	Sent To

Notes

2011-07-26 10:02:32	BUILDING APPROVED WITH EXCEPTION!
	THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
	CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
	INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
	ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
	ADDITIONAL REVIEWS WITH ASSOCIATED FEES.

	1) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
	PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
	REPORTS ARE AS FOLLOWS:
	1A) ROOFING APPROVALS BOTH FLAT AND SLOPED TILE

	ROOFING ZONE POSITIVE // NEGATIVE

	ROOF ZONE 1 19.015 -46.744
	ROOF ZONE 2 19.015 -78.435
	ROOF ZONE 3 19.015 -118.049
	WALL ZONE 5
	DOORS 40.754 -52.986
	WALL ZONE 4
	WINDOW 24 SF 40.389 -43.954
	WALL ZONE 5
	WINDOW 24 SF 40.389 -52.256
	WALL ZONE 4
	WINDOW 10 SF 42.675 -46.241
	WALL ZONE 5
	WINDOW 10 S F 42.675 -56.829

	JAMES A. WITMER C.B.O.
	COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: (561)805-6715
	FAX:(561)805-6731
	E-MAIL: [email protected]

	CONSTRUCTION SERVICES HOME PAGE
	HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2011-06-14			Cont ID
Sent By	jwitmer			Date	2011-06-14	Time	13:50	Rev Time	2.20
Received By	jwitmer			Date	2011-06-14	Time	12:04	Sent To

Notes

2011-06-14 13:14:23


	BUILDING APPROVED WITH EXCEPTION!
	THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
	CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
	INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
	ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
	ADDITIONAL REVIEWS WITH ASSOCIATED FEES.

	1) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
	PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
	REPORTS ARE AS FOLLOWS:
	1A) ROOFING APPROVALS BOTH FLAT AND SLOPED TILE

	ROOFING ZONE POSITIVE // NEGATIVE

	ROOF ZONE 1 19.015 -46.744
	ROOF ZONE 2 19.015 -78.435
	ROOF ZONE 3 19.015 -118.049
	WALL ZONE 5
	DOORS 40.754 -52.986
	WALL ZONE 4
	WINDOW 24 SF 40.389 -43.954
	WALL ZONE 5
	WINDOW 24 SF 40.389 -52.256
	WALL ZONE 4
	WINDOW 10 SF 42.675 -46.241
	WALL ZONE 5
	WINDOW 10 S F 42.675 -56.829

	JAMES A. WITMER C.B.O.
	COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: (561)805-6715
	FAX:(561)805-6731
	E-MAIL: [email protected]

	CONSTRUCTION SERVICES HOME PAGE
	HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2011-04-20			Cont ID
Sent By	jwitmer			Date	2011-04-20	Time	12:23	Rev Time	4.00
Received By	jwitmer			Date	2011-04-19	Time	08:08	Sent To

Notes

2011-04-20 12:16:09	BUILDING PLAN REVIEW
	PERMIT: 11040299
	ADD: 2431 S DIXIE HWY
	CONT: TBD
	TEL: (954)557-1300

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

	2007 EXISTING BUILDING CODE LEVEL II 701.3
	COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
	SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
	OF THE FLORIDA BUILDING CODE, BUILDING.

	1ST REVIEW
	ACTION: DENIED

	1) SHEET A102:
	1A) DOOR # 4 VERSES THE DRINKING FOUNTAIN. THE OUT
	SWING OF DOOR # 4 DOES NOT HAVE THE REQUIRED 18 INCHES
	ON THE LATCH SIDE. PLEASE REVIEW 11-4.13.6.

	1B) THE SECOND ISSUE WITH DOORWAYS BOTH DOORWAYS 5 &6
	ARE ILLUSTRATERD AS A PAIR OF DOUBLE DOORS. THE DOOR
	SCHEDULEFOR DOOR # 5 INDICATES A 3'-0" DOOR NOT A PAIR
	OF DOORS.

	1C) THE DOOR SCHEDULE ALSO DOESN'T INDICATE TYPE OF
	HARDWARE, PLEASE INDICATE COMPLIANCE WITH 11-4.13.4.

	1D) DOOR # 5 VERSES THE DRINKING FOUNTAIN MAY BECOME
	MORE OF AN ISSUE IF IT IS MOVED DOWN TTHE WALL TO
	COMPLY WITH DOOR # 4.

	2) DOOR # 1 & 17, WILL BE RAISED APPROXIMATELY ONE FOOT
	WITH THE NEW FLOOR LEVEL. I DIDN'T SEE ANY CUT SECTIONS
	THROUGH THE PLANS INDICATING HOW THE NEW ELEVATIONS ARE
	GOING TO EFFECT THE EXISTING LINTELS AND OR BEAM. SHEET
	S-3 DETAIL # 1 DOES HAVE A NOTE TO VEREIFY EXISTING
	BEAM CONDITION.

	3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
	PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
	REPORTS ARE AS FOLLOWS:
	3A) WINDOWS FIXED GLASS
	3B) EXTERIO DOORS
	3C)ROOFING APPROVALS BOTH FLAT AND TILE
	3D) ROOF TOP EXHAUST FANS

	PLANS SUBMITTED ARE TO BE DETERMINED, SINCE THE
	PRESSURES ON THE BUILDING ARE CORRECT THIS PERMIT CAN
	BE ISSUED WITH THE PRODUCT APPROVALS COMING IN AT A
	LATER DATE AFTER ISSUANCE. NOTE IN DOING SO THIS WILL
	CONSTITUTE A REVISION REQUIRING SEPERATE REVIEWS AND
	ASSOCIATED FEES!!! FOR EACH PRODUCT APPROVAL TO BE
	SUBMITTED. PLEASE NOTE IN MANY CASES THERE ARE WITHIN
	THE PRODUCT APPROVAL THERE ARE EITHER SUB-SYSTEMS OR
	DIFFERENT TYPES OF GLAZING WITH DIFFERENT PRESSURES,
	PLEASE CIRCLE WHICH SYSTEM TO BE INSTALLED UNDER THIS
	PERMIT.

	4) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
	REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL.

	5) AT THE REAR OF THE BUILDING THERE IS A DOWN SPOUT
	NEAR DOOR # 17, THIS DOWN SPOUT IS ALSO LOCATED ON A105
	PLEASE PROVIDE WHERE THIS DOWN SPOUT IS GOING TO DRAIN.
	2007 FBC-B 1503.6.

	6) SHEET A104 THE PLANS HAVE A STATEMENT THAT THE
	ROOFING INSULATION SHALL BE RIGID INSULATION A AVERAGE
	R-20.
	INFORMAL BOAF INTERPRETATION
	DATE: TUE NOV 13 2007
	REPORT #: 5438
	CODE: BUILDING
	SECTION: 404.1.A
	QUESTION:
	IS IT THE INTENT OF THE CODE "....THE INSULATION SHALL
	HAVE A R-VALUE OF AT LEAST R-19, SPACE PERMITTING." TO
	MEAN THE MINIMUM R-VALUE OF ROOF INSULATION TO BE R-19
	AT LOWEST POINTS AT DRAINS? ALL ROOFERS WHO WE HAVE
	SPOKEN TO, INTERPRETED THIS CODE AS MINIMUM AVERAGE
	R-19,
	NOT MINIMUM R-19 AND HAVE DONE MOST ROOFING JOB
	ACCORDINGLY. THANK YOU
	ANSWER:
	A MINIMUM LEVEL OF INSULATION REQUIRED IS THAT, A
	MINIMUM, NOT AN AVERAGE. HOWEVER, PROVIDED THE MINIMUM
	R-19 VALUE HAS BEEN MET, A REASONABLE AVERAGING
	PROCEDURE CAN BE USED BY ROOF AREA FOR CALCULATIONS OF
	THE VALUE.
	COMMENTARY:
	THIS QUESTION ACTUALLY REFERS TO SECTION 13-404.1 (A)
	PRESCRIPTIVE REQUIREMENTS SPECIFIC TO METHOD A. THIS
	SECTION MANDATES COMPLIANCE WITH FLA/COM METHOD A,
	HOWEVER GIVES A PRESCRIPTIVE REQUIREMENT OF AN R-19 FOR
	MULTIFAMILY RESIDENTIAL ROOF/CEILING ASSEMBLY. AS SPACE
	PERMITS, MAY RELATE TO THE AREA OF THE EAVES WHERE THE
	R- 19 INSULATION WOULD HAVE TO BE COMPRESSED TO FIT IN
	THE SPACE AVAILABLE. HOWEVER, THE PETITIONER ALLUDES TO
	THE ROOFER INSTALLING THE INSULATION. THERE ARE NO
	SPACE CONSTRAINTS FOR INSULATION APPLIED TO A ROOF
	DECK; IT SHOULD BE R-19 MINIMUM. IF THE BUILT-UP ROOF
	IS SLOPING TO A DRAIN IN A MANNER WHERE SOME PARTS OF
	THE ROOF HAVE MORE THAN R-19 AND SOME HAVE LESS, THEN
	THE RESIDENT WHOSE APARTMENT/CONDO IS UNDER THE ROOF
	SECTION WITH LESS THAN R- 19 WOULD BE PENALIZED WITH
	HIGHER HEAT LOADS AND HIGHER ENERGY COSTS THAN THEIR
	NEIGHBOR.

	7) SHEET A104 & A104A BOTH INDICATE NEW ROOF TOP A/C
	CURBS BUT THE PLANS DO NOT INDICATE HOW THEY ARE TO BE
	ATTACHED TO THE ROOF FRAMING (BAR JOIST SYSTEM? NO
	INFORMATION IS PROVIDED FOR THIS DETAIL IN TTHE
	STRUCTURAL PLANS EITHER.

	8) PLANS ARE NOT CLEAR AS TO THE EXTERIOR WALLS AND
	TYPE OF INSULATION TO BE USED AND WHAT POINT THE
	INSULATION WILL END IN RELATION TO THE ROOFING
	ASSEMBLY? FBC-B 2603.4 & FBC-M 602.1.5.1.

	JAMES A. WITMER C.B.O.
	COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: (561)805-6715
	FAX:(561)805-6731
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2011-06-22			Cont ID
Sent By	rlecky			Date	2011-06-22	Time	13:13	Rev Time	0.00
Received By	rlecky			Date	2011-06-22	Time	13:13	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	P	Date	2011-04-25			Cont ID
Sent By	rlecky			Date	2011-04-25	Time	11:47	Rev Time	0.00
Received By	rlecky			Date	2011-04-25	Time	10:23	Sent To

Notes

2011-04-25 11:28:14	NOTE:

	A SEPERATE ELECTRIC PERMIT IS REQUIRED FOR DATA AND
	PHONES.
	A SEPERATE ELECTRIC PERMIT IS REQUIRED FOR SECURITY
	A SEPERATE ELECTRIC PERMIT IS REQUIRED FOR SITE
	LIGHTING.

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	P	Date	2011-07-12		Cont ID
Sent By	mgonzale			Date	2011-07-12	Time	Rev Time	1.00
Received By	mgonzale			Date	2011-07-12	Time	Sent To

Notes

2011-07-12 09:29:18	PASSED

	CIVIL SUBMITTAL IS ACCEPTABLE.

	MANUEL JULIAN GONZALEZ
	CSD ENGINEERING REVIEW
	401 CLEMATIS STREET
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
	MAIN PHONE: (561) 822-1200
	DIRECT: (561) 494-1085
	FAX: (561) 494-1116
	MOBILE: (561) 644-7301
	EMAIL: [email protected]
	WWW.WPB.ORG/ENGINEERING

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2011-05-09		Cont ID
Sent By	mgonzale			Date	2011-05-09	Time	Rev Time	2.00
Received By	mgonzale			Date	2011-05-09	Time	Sent To

Notes

2011-05-09 17:16:23	FAILED:
	YOUR PAVING AND DRAINGE PLAN IS DEFFICIENT AND A
	SEPARATE SUBMITTAL WILL NEED TO BE MADE DIRECTLY TO
	ENGINEERING SERVICES DEPARTMENT.
	GO TO
	HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP
	GO TO
	HTTP://WWW.CITYOFWPB.COM/ENGINEERING/UPLOADS/2010-10-20
	-16-37-34-DEVELOPMENTPERMITPACKAGE2011.PDF
	PRINT AND SUBMIT:
	#1 DEVELOPMENT APPLICATION COVER
	#2 STANDARD APPLICATION FOR DEVELOPMENT PERMIT FORM
	ALONG WITH
	1. ENGINEERING PLANS - SIX (6) SETS OF SIGNED AND
	SEALED PLANS IN THE ORDER LISTED BELOW, ALONG WITH A
	LETTER DESCRIBING THE SUBMITTAL.
	A. COVER SHEET
	B. PAVING, GRADING, AND DRAINAGE PLANS
	C. PAVING, GRADING, AND DRAINAGE DETAILS
	F. OFFSITE IMPROVEMENTS (DRIVEWAY APRONS, SIDEWALKS,
	SERVICE RELOCATION/MODIFICATIONS, ETC)
	G. STORMWATER POLLUTION PROTECTION PLAN
	2. DRAINAGE CALCULATIONS - 2 COPIES SIGNED AND SEALED
	(INCLUDE SURFACE WATER MANAGEMENT CALCULATIONS IN ACRES
	AND S.F.)
	A.IDENTIFY LOCATION ON OUTFALL OR CITY CONNECTION. IF
	NOT IN USE CITY WILL HAVE DEVELOPER/OWNER CAP AND
	ELIMINATE SUCH SERVICE.
	3. ENGINEER'S COST ESTIMATE.

	TO: ENGINEERING SERVICES DEPARTMENT
	ATTENTION: MR. BRIAN MOREE,
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)

	SITE SPECIFIC COMMENTS:

	#1 EXISTING DRAINAGE WILL CONFLICT WITH NEW FOUNDATION.
	COMPARE C-1 AND S-3.

	#2 SITE DESIGN MUST RETAIN 1ST INCH OF RAINFALL BEFORE
	DISCHARGE AT A CONTROL ELEVATION.

	#3 SITE DOMESTIC WATER METER WILL REQUIRE A BACKFLOW.
	SITE POSES A CHALLENGE AS THE DOMESTIC METER GOES
	DIRECTLY INTO NORTH BUILDING WALL WITH NO GREEN AREA. A
	NEW TAP LOCATED WHERE BACKFLOW WILL BE JUST INSIDE THE
	PROPERTY FOLLOWING THE CITY METER MAY BE NEEDED.

	#4 SITE PAVING AND DRAINAGE DESIGN WILL NEED SPOT
	ELEVATION OF EXISTING AND PROPOSED SO THAT WATER IS
	RETAINED ON-SITE PRIOR TO DISCHARGE.

	#5 ANY PROPOSED STRUCTURE OR CATCH BASIN TOP MUST BE
	SHOWN IN DETAIL.

	#6 EXISTING 8" CAST IRON PIPE WILL BE ALLOWED IF
	CLEAN-OUTS AREA PROVIDED AT BENDS AND IF RE-ROUTED FROM
	UNDER THE BUILDING.

	#7 PROVIDE SIGNED AND SEALED DRAINAGE CALCULATIONS
	SUMMARY.

	#8 C-1 TRENCH DRAIN SHOWN ON SHEET C-1 CAN BE REMOVED
	IF LOCATED ON PRIVATE PROPERTY; OTHERWISE YOU WILL NEED
	AN FDOT UTILITY PERMIT TO REMOVE AND/OR MODIFY.

	#9 FLOOR PLAN PLUMBING PLAN P-1 SHOWS THE SEWER COMING
	OUT THE NORTH WALL, ASBUILTS IN OUR OFFICE REFLECT A
	SEWER LATERAL OFF S DIXIE HWY. (FIELD VERIFY).

	#10 SHOW CONNECTION OF ROOF DRAIN INTO STORM. ON THE
	PLANS IT DOES NOT CONNECT TO ANYTHING.

	# 11 PARKING LOT LAY-OUT DESIGN SHALL BE IN ACCORDANCE
	WITH THE ZONING ORDINANCE. PARKING STALLS AND AISLE
	DIMENSIONS MUST BE SHOWN ON DEVELOPMENT PLANS. ALL
	PARKING LOTS REGARDLESS OF SIZE SHALL PROVIDE FOR
	PROPER DRAINAGE. THE MINIMUM LONGITUDINAL GRADIENT
	(SLOPE) SHALL BE 0.4 PER CENT IN BOTH DIRECTIONS. ALL
	RUNOFF SHALL BE COLLECTED ON SITE, FOR PROVISIONS OF
	WATER QUALITY AND QUANTITY CONTROL, PRIOR TO DISCHARGE
	TO THE CITY'S DRAINAGE FACILITIES.

	# 12 WATER QUALITY RETENTION VOLUME CALCULATION:
	RETENTION OF THE 1ST INCH OVER THE PROJECT AREA OR 2.5
	TIMES THE PERCENTAGE OF IMPERVIOUS AREA WILL NEED TO BE
	DOCUMENTED FOR WATER QUALITY PURPOSES.

	# 13 REVISE SHEET C-1 NOTES CALL OUT CITY OF MIAMI
	BEACH PUBLIC WORKS (NOTE 10) AND IT REFERENCES CITY OF
	WPB PUBLIC WORKS MANUAL. (NO SUCH THING) REFERE TO
	ENGINEERING SERVICES DEPARTMENT STANDARDS.

	*******************************************************
	**********
	GENERAL COMMENTS:
	EXISTING DEVELOPMENTS THAT PROPOSE ADDITIONAL
	STRUCTURES AND/OR PARKING FACILITIES FOR APPROVAL MUST
	PROVIDE STORMWATER MANAGEMENT AS REQUIRED ABOVE FOR THE
	NEW FACILITIES ONLY. HOWEVER, IT WILL BE THE
	RESPONSIBILITY AND A REQUIREMENT OF THE DEVELOPER'S
	ENGINEER TO DETERMINE AND CERTIFY THAT PROPOSED AND
	EXISTING FACILITIES TOGETHER WILL NOT ADVERSELY AFFECT
	THE SITE DRAINAGE, STATE AND/OR FEDERAL REGULATIONS AS
	A WHOLE OR THE EXISTING AND FUTURE WATER QUALITY
	RESULTING FROM ANY INCREASES TO THE EXISTING IMPERVIOUS
	AREAS OF THE SITE.

	EXISTING BUILDINGS WHICH HAVE PLUMBING DRAIN OUTLETS AT
	AN ELEVATION 12? OR LESS ABOVE THE GROUND SURFACE OF
	THE NEXT UPSTREAM MANHOLE, WHERE THE ELEVATION OF ANY
	FLOOR IS AT OR BELOW THE INVERT OF THE ADJACENT CITY
	SANITARY SEWER MAIN OR
	IS LESS THAN 12?ABOVE THE GROUND SURFACE OF THE NEXT
	UPSTREAM MANHOLE, OR WHERE A CONDITION EXISTS WHERE A
	PLUG IN THE CITY SANITARY SEWER MAIN WILL CAUSE THE
	HYDRAULIC GRADIENT TO RISE ABOVE THE LOWEST FLOOR
	LEVEL.

	CITY ORDINANCE 3132-98, SECTION 32-18(A): "...IT SHALL
	BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR INDIRECTLY
	DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY OF THE
	PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER SYSTEM
	WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT COMPOSED
	ENTIRELY OF STORM WATER." AND, SECTION 32-18(C): "NO
	PERSON MAY MAINTAIN, USE OR ESTABLISH ANY DIRECT OR
	INDIRECT CONNECTION TO THE STORM WATER SYSTEM THAT
	RESULTS IN ANY DISCHARGE IN VIOLATION OF THIS
	ORDINANCE. THIS PROHIBITION IS RETROACTIVE AND APPLIES
	TO CONNECTIONS MADE IN THE PAST, REGARDLESS OF WHETHER
	MADE UNDER A PERMIT, OR OTHER AUTHORIZATION, OR WHETHER
	PERMISSIBLE UNDER LAWS OR PRACTICES APPLICABLE OR
	PREVAILING AT THE TIME THE CONNECTION WAS MADE."

	EXFILTRATION TRENCHES ARE DISCOURAGED BECAUSE THE
	EXFILTRATION THAT THEY PROVIDE ARE FOUND TO DECREASE
	WITH AGE, IF THEY ARE NOT PROPERLY MAINTAINED OR
	REPLACED WHEN THEY DO NOT PROVIDE THE SERVICES INTENDED
	BY THE DESIGN. HOWEVER, IF THE DEVELOPER'S ENGINEER,
	DEVELOPER AND/OR OWNER DETERMINES THAT EXFILTRATION
	TRENCHES ARE TO BE PROVIDED FOR WATER QUALITY OR
	QUANTITY, THEIR DESIGN MUST CONFORM TO THE METHODOLOGY
	OF SFWMD. SITE'S HYDRAULIC CONDUCTIVITY TEST REPORTS AT
	THE LOCATION OF THE PROPOSED TRENCH SHALL BE SUBMITTED
	TO THE CITY ENGINEER TOGETHER WITH THE CALCULATIONS;
	SITE DEVELOPMENTS THAT USE EXFILTRATION TRENCHES FOR
	BOTH, WATER QUALITY AND QUANTITY WITHOUT OVERFLOW
	CAPABILITIES MUST PROVIDE ENOUGH TRENCH CAPACITY TO
	HANDLE THE DIFFERENCE BETWEEN THE POST-DEVELOPMENT AND
	PRE-DEVELOPMENT RUNOFF.

	CHAPTER 62.302, F.A.C. EFFECTIVELY STATES THAT THE SITE
	IS NOT ALLOWED TO DISCHARGE ANY QUANTITY OF WATER THAT
	VIOLATES STATE WATER QUALITY STANDARDS. CITY ORDINANCE
	3132-98, SECTION 32-18(A) STATES THAT IT IS A VIOLATION
	TO DISCHARGE ANYTHING EXCEPT STORM WATER INTO THE
	CITY'S MS4. THE CITY HAS THE AUTHORITY AND OBLIGATION
	TO ENFORCE THESE RESTRICTIONS. IF THE APPLICANT'S
	PROPOSED SYSTEM IS NOT PROVIDING SUFFICIENT WATER
	QUALITY TREATMENT (SO THAT ANY DISCHARGE IS FREE OF ALL
	BUT STORM WATER RUN-OFF), THEN APPLICANT MUST RE-DESIGN
	THE SYSTEM.

	*******************************************************
	**********
	MANUEL JULIAN GONZALEZ
	CONSTRUCTION SERVICE DEPARTMENT ENGINEERING REVIEW
	ENGINEERING SERVICES DEPARTMENT
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
	MAIN PHONE: (561) 822-1200
	DIRECT: (561) 494-1085
	FAX: (561) 494-1116
	MOBILE: (561) 644-7301
	EMAIL: [email protected]
	WWW.WPB.ORG/ENGINEERING

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2011-06-27			Cont ID
Sent By	wjolin			Date	2011-06-27	Time	09:55	Rev Time	0.00
Received By	wjolin			Date	2011-06-27	Time	09:39	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2011-04-21			Cont ID
Sent By	wjolin			Date	2011-04-21	Time	11:55	Rev Time	0.00
Received By	wjolin			Date	2011-04-21	Time	10:24	Sent To

Notes

2011-04-21 10:35:03	2431 SOUTH DIXIE HIGHWAY
	PERMIT #11040299
	REVIEW COMMENTS - FIRE DEPARTMENT


	COVER SHEET POST NUMERICAL ADDRESS ON THE BUILDING.
	NUMBERS SHALL BE AT LEAST SIX INCHES IN HEIGHT AND
	SHALL CONTRAST THE BACKGROUND PER SECTION 10.12.1.2 OF
	NFPA 1 FLORIDA EDITION.

	SHEET A100 A CURB OR BARRIER SHALL BE PROVIDED THAT
	PREVENTS THE PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
	ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE
	FLOOR OR GROUND SURFACE PER SECTION 7.2.5.4.1.2 OF NFPA
	101 FLORIDA EDITION.

	SHEET A101 DEMOLITION WORK SHALL COMPLY WITH NFPA 241.

	SHEET A102
	PROVIDE LIFE SAFETY PLAN INDICATING TRAVEL DISTANCES,
	FIRE EXTINGUISHERS ETC. EXTINGUISHERS SHALL HAVE A
	MINIMUM RATING OF 2A:10BC AND SHALL BE TAGGED BY A
	LICENSED FIRE EXTINGUISHER COMPANY. TRAVEL DISTANCE TO
	EXTINGUISHERS SHALL NOT EXCEED 75 FEET.

	PER SECTION 38.3.2.1 (FFPC) THE STORAGE ROOM IS
	REQUIRED TO BE PROTECTED WITH A ONE HOUR FIRE RATED
	BARRIER WITHOUT WINDOWS OR AN AUTOMATIC SPRINKLER
	SYSTEM. DOORS WILL BE REQUIRED TO BE FIRE RATED AND
	SELF CLOSING.

	INDICATE WHAT TYPE OF MATERIALS, MEDICAL GAS CYLINDERS,
	ETC. WILL BE STORED IN THE STORAGE ROOM.

	PROVIDE STAIR DETAILS.

	WESLEY JOLIN
	WEST PALM BEACH FIRE RESCUE
	FIRE & LIFE SAFETY PLAN REVIEW

Review Stop	I		INCOMING/PROCESSING
Rev No	3	Status	Date				Cont ID
Sent By			Date		Time		Rev Time	0.00
Received By	shill		Date	2011-07-22	Time	10:51	Sent To

Notes

2011-07-22 10:51:44	C2

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2011-06-30			Cont ID
Sent By	lmartine			Date	2011-06-30	Time	09:01	Rev Time	0.00
Received By	lmartine			Date	2011-06-08	Time	16:44	Sent To

Notes

2011-06-08 16:44:57

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2011-05-13			Cont ID
Sent By	lmartine			Date	2011-05-09	Time	09:59	Rev Time	0.00
Received By	lmartine			Date	2011-04-12	Time	09:28	Sent To

Notes

2011-04-13 09:28:38

Review Stop	L			LANDSCAPING
Rev No	3	Status	N	Date	2011-07-25			Cont ID
Sent By	eschneid			Date	2011-07-25	Time	14:10	Rev Time	0.00
Received By	eschneid			Date	2011-07-25	Time	14:10	Sent To

Notes

2011-07-25 14:11:21

LANDSCAPE PERMIT NO. 11070489

Review Stop	L			LANDSCAPING
Rev No	2	Status	F	Date	2011-06-21			Cont ID
Sent By	rkussner			Date	2011-06-21	Time	16:31	Rev Time	0.00
Received By	rkussner			Date	2011-06-21	Time	16:31	Sent To

Notes

2011-06-21 17:04:55	*LANDSCAPE REVIEW FAILED*

	PLEASE RESPOND TO REVIEW COMMENTS IN WRITTEN FORMAT.

	1. REPEAT COMMENT: LANDSCAPING REQUIRES A SEPARATE
	PERMIT. PLEASE APPLY FOR A LANDSCAPE PERMIT AND SUBMIT
	TWO COPIES OF THE SIGNED AND SEALED LANDSCAPE PLAN.
	PLEASE INCLUDE A CERTIFIED COST ESTIMATE THAT INCLUDES
	THE TOTAL COST OF ALL LANDSCAPE MATERIALS AND LABOR,
	BROKEN DOWN INTO UNIT COST.

	2 REPEAT COMMENT: . PLEASE APPLY FOR AN IRRIGATION
	PERMIT AND SUBMIT TWO SETS OF IRRIGATION PLANS.

	3. REPEAT COMMENT: PLEASE DEMONSTRATE (IN TABULAR FORM)
	HOW YOU COMPLY WITH THE XERISCAPE REQUIREMENTS.

	4. THE USE OF CAR AND CURBING AT THE HEAD OF THE
	PARKING STALLS IS NOT REQUIRED. IF CAR STOPS ARE USED
	THE CURB CAN BE DELETED. IF THE CURB IS USED, CAR STOPS
	ARE NOT REQUIRED AND THE LENGTH OF THE PARKING STALLS
	CAN BE SHORTENED BY TWO FEET WITH THE OVERHANG AREA
	OVER A GREEN SPACE. IF THE VEHICLES OVERHANG INTO A
	GREEN AREA, NO SHRUBS, STREET LIGHTS OR OTHER ITEMS CAN
	BE WITHIN THE OVERHANG AREA EXCEPT FOR MULCH OR SOD.

	5. PURSUANT TO SECTION 94-444 (B), GARBAGE OR TRASH
	RECEPTACLES AND MECHANICAL EQUIPMENT SHALL NOT BE
	PERMITTED UNLESS APPROPRIATE SCREENING IS PROVIDED.
	PLEASE PROVIDE THE LOCATION OF YOUR GARBAGE AREA AND
	OTHER MECHANICAL EQUIPMENT AND THE MANNER IN WHICH
	THESE ITEMS WILL BE SCREENED.

	IF YOU HAVE ANY QUESTIONS OR WOULD LIKE TO DISCUSS THE
	COMMENTS, PLEASE CONTACT ROBERT KUSSNER @ (5610
	822-1462.

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	2011-05-02			Cont ID
Sent By	rkussner			Date	2011-05-02	Time	14:07	Rev Time	0.00
Received By	rkussner			Date	2011-05-02	Time	14:06	Sent To

Notes

2011-05-02 17:26:24	*LANDSCAPE REVIEW FAILED*

	PLEASE RESPOND TO REVIEW COMMENTS IN WRITTEN FORMAT.

	1. LANDSCAPING REQUIRES A SEPARATE PERMIT. PLEASE APPLY
	FOR A LANDSCAPE PERMIT AND SUBMIT TWO COPIES OF THE
	SIGNED AND SEALED LANDSCAPE PLAN. PLEASE INCLUDE A
	CERTIFIED COST ESTIMATE THAT INCLUDES THE TOTAL COST OF
	ALL LANDSCAPE MATERIRALS AND LABOR, BROKEN DOWN INTO
	UNIT COST.

	2. PURSUANT TO SECTION 94-443 (C) (5) (A) LANDSCAPE
	AREAS SHALL BE SEPARATED FROM VEHICULAR USE AREAS BY
	NON-MOUNTABLE, CONCRETE CURBING OF THE TYPE
	CHARACTERIZED AS "TYPE D".

	3. PLEASE APPLY FOR AN IRRIGATION PERMIT AND SUBMIT TWO
	SETS OF IRRIGATION PLANS.

	4. PLEASE DEMONSTATE (IN TABULAR FORM) HOW YOU COMPLY
	WITH THE XERISCAPE REQUIREMENTS.

	5. PURSUANT TO SECTION 94-442 (B) (2) (B) (1), AT LEAST
	ONE SHADE TREE SHALL BE PLANTED FOR EACH 1,600 SQUARE
	FEET OF OPEN SPACE OR PROTION THEREOF. AT LEAST ONE
	FLOWERING TREE SHALL BE PLANTED FOR EACH 6,400 SQUARE
	FEET OF OPEN SPACE OR PORTION THEREOF. THE OPEN SPACE
	IS CALCULATED BY TAKING 40% OF THE TOTAL LOT AREA,
	WHICH IN THIS CASE COMES TO 4,737 SQUARE FEET. THAT
	REQUIRES THREE SHADE TREES AND ONE FLOWERING TREE. THE
	CALCULATIONS PROVIDED ARE INCORRECT.

	6. PURSUANT TO SECTION 94-443 (C) (2), A HEDGE SHALL BE
	PLANTED ALONG THE INSIDE PERIMETER OF THE LANDSCAPE
	BUFFER, ADJJACENT TO DIXIE HIGHWAY.

	7. ALL PLANS SHALL BE CONSISTANT. THE HANDICAP
	MANEUVERING AREA/RAMP IS SHOWN DIFFERENTLY ON THE SITE
	PLAN AS COMPARED TO THE LANDSCAPE PLAN.

	8. THE DRIVE AISLE IN THE LOCATION WHERE IT TUNS TO THE
	SOUTH SHALL BE MODIFIED. THE LANDSCAPE AREA ON THE
	NORTH SIDE SHALL BE EXPANDED TO FOLLOW THE TURN RADIUS
	ON THE SOUTH SIDE. AN ADDITIONAL TREE SHALL BE PLANTED
	IN THAT EXPANDED LANDSCAPE AREA WITHIN THE LANDSCAPE
	STRIP.

	9. THE EXISITNG HEDGE ALONG THE WEST PERIMETER APPEARS
	TO BE ON THE NEIGHBORING PROPERTY. PLEASE CLARIFY.

	IF YOU HAVE ANY QUESTIONS OR WOULD LIKE TO DISCUSS THE
	COMMENTS, PLEASE CONTACT ROBERT KUSSNER @ (5610
	822-1462.

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2011-06-29			Cont ID
Sent By	hmoser			Date	2011-06-29	Time	08:41	Rev Time	0.00
Received By	hmoser			Date	2011-06-29	Time	07:00	Sent To

Notes

2011-06-29 08:51:54	PASS PROVISO
	PROVIDE A LETTER FROM THE ENGINEER FOR THE TIE DOWN OF
	THE CURB TO THE ROOF
	AT THE FIRST INSPECTION.
	PLAN REVIEW BY HAROLD MOSER 561-805-6732
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	P	Date	2011-04-26			Cont ID
Sent By	hmoser			Date	2011-04-26	Time	16:10	Rev Time	0.00
Received By	hmoser			Date	2011-04-26	Time	13:08	Sent To

Notes

2011-04-26 16:13:59	PASS PROVISO
	PROVIDE A LETTER FROM THE ENGINEER ON THE TIE DOWN OF
	THE A/C CURB TO THE ROOF
	SECTION 301.12 FBC (M) 2007
	PLAN REVIEW BY HAROLD MOSER 561-805-6732

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2011-06-20			Cont ID
Sent By	lwagner			Date	2011-06-20	Time	11:25	Rev Time	0.00
Received By	lwagner			Date	2011-06-20	Time	11:09	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	P	Date	2011-04-18			Cont ID
Sent By	lwagner			Date	2011-04-18	Time	13:16	Rev Time	0.00
Received By	lwagner			Date	2011-04-15	Time	13:26	Sent To

Notes

2011-04-18 10:28:51	***PROVISO****

	1.SEPARATE MED GAS APPLICATION, PERMIT, AND FEES
	REQUIRED

	2. 713.7 CENTRAL VACUUM OR DISPOSAL SYSTEMS. WHERE THE
	WASTE FROM A CENTRAL VACUUM (FLUID SUCTION) SYSTEM OF
	THE BAROMETRIC-LAG, COLLECTION-TANK OR BOTTLE-DISPOSAL
	TYPE IS CONNECTED TO THE DRAINAGE SYSTEM, THE WASTE
	SHALL BE DIRECTLY CONNECTED TO THE SANITARY DRAINAGE
	SYSTEM THROUGH A TRAPPED WASTE.

	3. 301.12 WIND RESISTANCE. MECHANICAL EQUIPMENT,
	APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL
	BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES
	ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN
	ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
	ROOF MOUNTED MECHANICAL UNITS AND SUPPORTS SHALL BE
	SECURED TO THE STRUCTURE. THE USE OF WOOD "SLEEPERS"
	SHALL NOT BE PERMITTED.

	4.307.2.1 CONDENSATE DISPOSAL. CONDENSATE FROM ALL
	COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM
	THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL.
	CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR
	OTHER AREAS SO AS TO CAUSE A NUISANCE.

	REVIEW BY LARRY WAGNER
	CHIEF PLUMBING INSPECTOR
	(561) 805-6692
	FAX (561) 653-2692
	E-MAIL [email protected]

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2011-07-25			Cont ID
Sent By	eschneid			Date	2011-07-25	Time	13:02	Rev Time	1.25
Received By	eschneid			Date	2011-07-25	Time	13:02	Sent To

Notes

2011-07-25 14:10:13	SEPARATE PERMITS REQUIRED FOR AWNING AND SIGNS.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2011-06-17			Cont ID
Sent By	eschneid			Date	2011-06-10	Time	14:20	Rev Time	2.00
Received By	eschneid			Date	2011-06-10	Time	14:20	Sent To

Notes

2011-06-10 15:15:22	FAILED

	PLEASE RESPOND IN WRITING. NOTE THAT ADDITIONAL
	COMMENTS MAY BE GENERATED WHEN PLANS ARE REVISED.

	1 ) REPEAT COMMENT - PLEASE SEE THE LIST BELOW FOR
	SEPARATE PERMITS REQUIRED. THE SITE WORK/PARKING PERMIT
	AND THE LANDSCAPE PERMIT SHALL BE SUBMITTED PRIOR TO
	ZONING APPROVAL OF THIS PERMIT.

	A. SITE WORK INCLUDING PARKING LOT STRIPING PERMIT. -
	NOTE THE FOLLOWING ITEMS WHICH ARE STILL SHOWN
	INCORRECTLY - STRIPING DETAIL FOR THE PARKING SPACES
	(THE STRIPES ARE TO BE 12 INCHES APART). PLEASE CONTACT
	ZONING FOR A COPY OF THE STANDARD CITY DETAIL.

	B. LANDSCAPE PERMIT. HEDGE MATERIAL SHALL BE PROVIDED
	ON THE EAST SIDE OF THE TRASH ENCLOSURE.

	C. AWNING PERMIT. THE PERMIT SHALL INCLUDE DETAILS OF
	THE PROPOSED CANVAS CANOPY.

	D. SIGN PERMIT. ALL NEW EXTERIOR SIGNAGE.

	E. IRRIGATION.

	F. WALL. THE TRASH CAN ENCLOSURE SHALL HAVE AN OPAQUE
	GATE. PLEASE PROVIDE A COPY OF THE SANITATION APPROVAL
	OF THE USE OF TRASH CANS AS PART OF THE RESUBMITTAL.
	(THE LETTER FROM THE SANITATION DEPARTMENT IS REQUIRED
	PRIOR TO ZONING APPROVAL OF THIS PERMIT).

	2) PARKING AISLE WIDTH IS REQUIRED TO BE 18 FEET FOR 60
	DEGREE PARKING. THE LANDSCAPE AND CIVIL PLANS SHOW THE
	WIDTH AT 17.5 FEET.

	3) THE PLANS SHOW D-CURBING TO PROTECT THE LANDSCAPE AT
	THE HEAD OF THE PARKING SPACES. IF THIS IS THE CASE,
	THEN THE SPACE SHALL MEASURE 16 FEET DEEP AND NO WHEEL
	STOPS SHALL BE PROVIDED. THIS IS DONE TO PROVIDE EXTRA
	LANDSCAPE AREA. PLEASE CONTACT ZONING FOR A COPY OF THE
	STANDARD CITY DETAIL.

	4) REPEAT COMMENT - THE BUILDING SITS ON THE PROPERTY
	LINE SO ANY FACADE APPLICATIONS WILL ENCROACH THE
	RIGHT-OF-WAY; THEREFORE, PROVIDE A LETTER FROM FDOT
	APPROVING THE MOLDING WHICH OVERHANGS SOUTH DIXIE
	HIGHWAY AND FROM THE CITY'S ENGINEERING SERVICES
	DEPARTMENT FOR THE MOLDING WHICH OVERHANGS SUNSET ROAD.

	5) THE CITY DOES NOT PERMIT THE WAVE BICYCLE RACK AS
	SHOWN. PLEASE PROVIDE A DIFFERENT TYPE SUCH AS AN
	INVERTED U, AN A, OR A POST AND LOOP STYLE.
	ADDITIONALLY, THE PAD IS SIZED FOR 2 BICYCLE RACKS. IF
	ONLY ONE RACK (PARKS 2 BIKES) IS USED, THEN THE PAD
	SHALL BE REDUCED TO 5 FEET WIDE ALONG S. DIXIE. PLEASE
	NOTE THAT CARE SHALL BE TAKEN TO SECURE THE RACK INTO A
	PAVER BASE. STAFF IS NOT OPPOSED TO A CONCRETE PAD.
	PLEASE CONTACT ZONING FOR A COPY OF THE STANDARD CITY
	BICYCLE RACK DETAILS.

	6) THE SITE AND CIVIL PLANS SHALL SHOW DIMENSIONS
	ACROSS BOTH THE PARKING AND LANDSCAPE AREAS.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2011-05-02			Cont ID
Sent By	eschneid			Date	2011-05-02	Time	11:22	Rev Time	1.50
Received By	eschneid			Date	2011-05-02	Time	11:22	Sent To

Notes

2011-05-02 12:05:12	FAILED

	PLEASE RESPOND IN WRITING. NOTE THAT ADDITIONAL
	COMMENTS MAY BE GENERATED WHEN PLANS ARE CHANGED.

	1) THE ZONING BOARD OF APPEALS SHALL APPROVE THE FRONT
	SETBACK VARIANCE PRIOR TO ZONING APPROVAL OF THE
	PERMIT.

	2) PLEASE SEE THE LIST BELOW FOR SEPARATE PERMITS
	REQUIRED. THE SITE WORK/PARKING PERMIT AND THE
	LANDSCAPE PERMIT SHALL BE SUBMITTED PRIOR TO ZONING
	APPROVAL OF THIS PERMIT.

	A. SITE WORK INCLUDING PARKING LOT STRIPING PERMIT. THE
	PLANS SHALL INCLUDE THE BICYCLE RACK DETAILS, THE
	LOCATION OF THE TRASH CAN ENCLOSURE, THE CORRECT
	STRIPING DETAIL FOR THE PARKING SPACES (THE STRIPES ARE
	TO BE 12 INCHES APART), THE ANGLE OF THE PARKING SPACES
	(APPEARS THAT 60 DEGREE IS BEING USED), SHOW THE
	LOCATION AND DETAILS FOR THE TYPE D CURBS TO PROTECT
	THE LANDSCAPE AREAS, AND PROVIDE A COPY OF THE LETTER
	FROM THE WESTERN NEIGHBOR WHICH WAIVES THE PARKING LOT
	WALL REQUIREMENT.

	B. LANDSCAPE PERMIT. THE PLANS SHALL INCLUDE DIMENSIONS
	ACROSS THE SITE (SIMILAR TO THE SITE PLAN), THE
	LOCATIONS OF UTILITY POLES, OVERHEAD LINES AND LIGHTING
	(THERE SHALL BE NO CONFLICTS WITH LANDSCAPE), CURBING,
	AND SCREENING OF THE TRASH ENCLOSURE.

	C. AWNING PERMIT. THE PERMIT SHALL INCLUDE DETAILS OF
	THE PROPOSED AWNING.

	D. SIGN PERMIT. ALL NEW EXTERIOR SIGNAGE.

	E. IRRIGATION.

	F. FENCING. THE TRASH CANS SHALL BE SCREENED BY AN
	ENCLOSURE. PLEASE PROVIDE A COPY OF THE SANITATION
	APPROVAL OF THE USE OF TRASH CANS AS PART OF THE
	RESUBMITTAL.

	PLEASE CHECK WITH THE CONSTRUCTION SERVICES DEPARTMENT
	TO SEE IF THE SUBMITTED PLANS, SUBJECT TO ANY
	CORRECTIONS BASED ON COMMENTS ABOVE AND OTHER REVIEWERS
	MAY BE USED.

	3) SHOW ALL OF THE NEW ROOFTOP MECHANICAL EQUIPMENT,
	ETC. ON THE ELEVATIONS. THIS EQUIPMENT SHALL BE
	SCREENED FROM VIEW. IF IT IS NOT, THEN ALTERNATIVE
	SCREENING IS REQUIRED.

	4) PROVIDE A LETTER FROM FDOT APPROVING THE MOLDING
	WHICH OVERHANGS SOUTH DIXIE HIGHWAY AND FROM THE CITY?S
	ENGINEERING SERVICES DEPARTMENT FOR THE MOLDING WHICH
	OVERHANGS SUNSET ROAD.

	CONTACT ERIC SCHNEIDER @ (561) 822-1446.