City of West Palm Beach eGovPlus

Plan Review Details - Permit 15071043

Plan Review Stops For Permit 15071043

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2015-10-29			Cont ID
Sent By	jwitmer			Date	2015-10-29	Time	10:58	Rev Time	0.00
Received By	jwitmer			Date	2015-10-29	Time	10:58	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2015-10-14			Cont ID
Sent By	jwitmer			Date	2015-10-14	Time	14:53	Rev Time	0.00
Received By	jwitmer			Date	2015-10-14	Time	12:21	Sent To

Notes

2015-10-14 14:48:50	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15071043
	ADD: 1451 S. OLIVE AVE.
	CONT: GILBANE
	TEL: (561)236-7052 / (954)444-8062
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W
	* 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION,


	1ST REVIEW
	DATE: TUES. AUG. 11/2015
	ACTION: DENIED

	1-12) COMPLIED.

	13) NEW COMMENT, DEALS WITH THE MINIMUM ELEMENTS FOR
	PLAN REVIEW:107.3.5.1.1. MINIMUM PLAN REVIEW CRITERIA
	FOR BUILDINGSCOMMERCIAL BUILDINGS.
	(5) 5. FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
	EARLY WARNING SMOKE EVACUATION SYSTEMS
	SCHEMATIC FIRE SPRINKLERS
	STANDPIPES
	PRE-ENGINEERED SYSTEMS
	RISER DIAGRAM

	FLORIDA ADMINISTRATIVE CODE: FIRE SPRINKLERS
	61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
	SYSTEMS.

	(1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
	ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
	DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
	CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
	WATER MAINS AND DEDICATED FIRE PROTECTION WATER
	SOURCES.

	(2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
	SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
	INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
	APPLICABLE: (A-M).

	14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & 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.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2015-08-12			Cont ID
Sent By	jwitmer			Date	2015-08-12	Time	14:09	Rev Time	0.00
Received By	jwitmer			Date	2015-08-10	Time	08:10	Sent To

Notes

2015-08-12 14:09:25	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15071043
	ADD: 1451 S. OLIVE AVE.
	CONT: GILBANE
	TEL: (561)236-7052 / (954)444-8062
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W
	* 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION,


	1ST REVIEW
	DATE: TUES. AUG. 11/2015
	ACTION: DENIED

	1) THERE IS NO CODE ANALYSIS ON EITHER THE PHASING PLAN
	AE002 NOR ANY OF THE LIFE SAFETY PLANS LS 01, LS01M OR
	LS 03 PROVIDING HOW CODE COMPLIANCE IS TO BE ACHIEVED.
	THE MEETING HELD JUNE 09/2015 WENT INTO GREAT LENGTH
	ALLOWANCES AND OR EXCEPTIONS THE DESIGNER OF RECORD
	WOULD LIKE THE CITY TO CONSIDER, BUT THERE HAS BEEN NO
	FORMAL (WRITTEN) REQUEST TO THE BUILDING OFFICIAL UNDER
	THE 2014 FLORIDA BUILDING CODE, CHAPTER 1 (A) 104.11
	ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
	CONSTRUCTION AND EQUIPMENT.
	THE PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT
	THE INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY
	DESIGN OR METHOD OF CONSTRUCTION NOT SPECIFICALLY
	PRESCRIBED BY THIS CODE, PROVIDED THAT ANY SUCH
	ALTERNATIVE HAS BEEN APPROVED. AN ALTERNATIVE MATERIAL,
	DESIGN OR METHOD OF CONSTRUCTION SHALL BE APPROVED
	WHERE THE BUILDING OFFICIAL FINDS THAT THE PROPOSED
	DESIGN IS SATISFACTORY AND COMPLIES WITH THE INTENT OF
	THE PROVISIONS OF THIS CODE, AND THAT THE MATERIAL,
	METHOD OR WORK OFFERED IS, FOR THE PURPOSE INTENDED, AT
	LEAST THE EQUIVALENT OF THAT PRESCRIBED IN THIS CODE IN
	QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
	DURABILITY AND SAFETY.

	[A] 104.11.1 RESEARCH REPORTS.
	SUPPORTING DATA, WHERE NECESSARY TO ASSIST IN THE
	APPROVAL OF MATERIALS OR ASSEMBLIES NOT SPECIFICALLY
	PROVIDED FOR IN THIS CODE, SHALL CONSIST OF VALID
	RESEARCH REPORTS FROM APPROVED SOURCES.

	[A] 104.11.2 TESTS.
	WHENEVER THERE IS INSUFFICIENT EVIDENCE OF COMPLIANCE
	WITH THE PROVISIONS OF THIS CODE, OR EVIDENCE THAT A
	MATERIAL OR METHOD DOES NOT CONFORM TO THE REQUIREMENTS
	OF THIS CODE, OR IN ORDER TO SUBSTANTIATE CLAIMS FOR
	ALTERNATIVE MATERIALS OR METHODS, THE BUILDING OFFICIAL
	SHALL HAVE THE AUTHORITY TO REQUIRE TESTS AS EVIDENCE
	OF COMPLIANCE TO BE MADE AT NO EXPENSE TO THE
	JURISDICTION. TEST METHODS SHALL BE AS SPECIFIED IN
	THIS CODE OR BY OTHER RECOGNIZED TEST STANDARDS. IN THE
	ABSENCE OF RECOGNIZED AND ACCEPTED TEST METHODS, THE
	BUILDING OFFICIAL SHALL APPROVE THE TESTING PROCEDURES.
	TESTS SHALL BE PERFORMED BY AN APPROVED AGENCY. REPORTS
	OF SUCH TESTS SHALL BE RETAINED BY THE BUILDING
	OFFICIAL FOR THE PERIOD REQUIRED FOR RETENTION OF
	PUBLIC RECORDS.

	2) THROUGHOUT THE PLANS ARCHITECTURAL AND STRUCTURAL
	PLANS THERE IS MENTION THAT THE PLANS HAVE BEEN
	DESIGNED TO THE 2012 IBC. PLEASE MAKE CORRECTION THAT
	ON JUNE 30, 2015 THE 5TH EDITION OF THE FLORIDA
	BUILDING CODE OR THE 2014 FBC WAS ADOPTED STATEWIDE.
	PLEASE MAKE CORRECTIONS. EXAMPLE UNDER THE 2014 FBC-B
	THERE IS NO SECTION 1704. RESERVED. SPECIAL
	INSPECTIONS.

	3) WITH THE STRUCTURAL RENOVATION AND ADDITION THIS
	BUILDING QUALIFIES AS A THRESHOLD BUILDING.
	THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
	BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
	(3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
	ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
	FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
	AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
	PERSONS.

	3A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
	AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
	INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
	THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
	PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
	INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
	THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
	OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
	SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
	THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
	WITH THE PERMITTED DOCUMENTS.

	3B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
	CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
	BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
	553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
	REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
	ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
	INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
	REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
	PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
	INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
	INFORMATION BEFORE THE PERMIT MAY BE ISSUED.

	3C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
	AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
	ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
	OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
	BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
	PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
	FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
	AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
	FLORIDA STATUTE.

	3D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
	OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
	RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
	SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
	WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
	AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
	WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
	MEETING THE ABOVE CRITERIA.
	CONTACT KEN CONRAD
	TEL: 561-805-6666
	E-MAIL: [email protected]

	3E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
	HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
	SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
	[email protected]

	3F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
	REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
	PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
	ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
	APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
	PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
	COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
	THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
	IN BLACK & WHITE..

	3G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
	TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
	BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
	INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
	MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.

	4) THERE ARE SEVERAL REFERENCES TO THE 2012 IBC PLEASE
	BE AWARE THAT THE STATE OF FLORIDA IS UNDER THE 5TH
	EDITION OF THE FLORIDA BUILDING CODE, OR THE 2014 FBC.
	THE CURRENT EDITION OF THIS CODE WAS ADOPTED STATEWIDE
	JUNE 30/ 2015. PLEASE UPDATE CODE.

	5) THE SCOPE OF THIS PROJECT IS NOT CLEAR AS TO WHAT
	PHASES OF THE PROJECT IS REPRESENTED WITHIN THE PERMIT
	APPLICATION. 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED TO BE ABLE TO DO A THOROUGH REVIEW.

	6) SHEET 043-SE-002 FOUNDATION INDICATES THERE WAS A
	SOILS INVESTIGATION COMPLETED, PLEASE SUBMIT THE REPORT
	COMPILED BY ARDAMAN & ASSOCIATED PHASE 1 EXPANSION.
	2014 FBC-B 1803.5.2 QUESTIONABLE SOILS.

	7) SHEET 004-SE-003 STRUCTURAL OBSERVATION IS AGAIN
	REFERENCE THE 2012 IBC SECTION 1704. 2014 FBC-B
	RESERVED.

	8) SHEET 034-AE-801 THE DOOR SCHEDULE INDICATES NEW
	EXTERIOR DOORS AND SHEET 035-AE-811 INDICATES NEW
	STOREFRONT GLAZING SYSTEM. NOTE THE CONTRACTOR HAS NOT
	SUBMITTED ANY PRODUCT APPROVALS FOR THESE ITEMS. 2014
	FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
	COMPONENTS & CLADDING

	FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
	01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS.
	(B) WINDOWS
	(C) STOREFRONTS

	9) 2014 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
	WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..
	10) I COULD NOT FIND THE WIND DESIGN FOR THE NEW
	EXTERIOR WINDOW AND DOOR OPENINGS ON THE STRUCTURAL
	SHEETS. 2014 FBC-B 1609.1.1 DETERMINATION OF WIND
	DESIGN- CHAPTER 6 OF ASCE 7-10.
	1609.3 BASIC WIND SPEED FIGURE 1609.A-C
	1609.3 WIND SPEED CONVERSION
	10.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.3.1 & ASCE 7-10

	10.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.

	10.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.4 & ASCE 7-10

	10.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT,
	SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.

	10.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
	NEGATIVE TABLE 1609.2(2).

	11) SHEET 0013- AE121.4

	11A) PLANS INDICATE A WOOD SHOP ROOM C164 BUT THERE IS
	NO DOORS OR WALLS DEFINING THIS ROOM AND THE ART
	LANDING ROOM C163. PLEASE PROVIDE WHAT ACTIVITIES OCCUR
	IN THIS ROOM, IS THERE SAW DUST MADE, IF SO HOW MUCH
	DAILY? SEE COMBUSTIBLE DUST IN THE 2014 FBC-B TABLE
	415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN
	A SINGLE FABRICATION AREA. LOOSE SEE FOOTNOTE B.

	11B) THE PLANS DO NOT SHOW WHAT WALLS ARE RATED,
	STAIRWELLS, PLEASE SHOW THE OCCUPANT LOADS FOR THE
	STAIR ENCLOSURE 1 & 2. PLEASE PROVIDE THE OCCUPANT LOAD
	FOR EACH FLOOR THE STAIRWELL OPENS ONTO AND THE AMOUNT
	OF OCCUPANTS EACH OF THE STAIRWELLS CAN HANDLE. 2014
	FBC-B 105.3.1 / 0.2 PER OCCUPANT SPRINKLERED BUILDINGS.

	11C) ROOM C170 MOTHERS ROOM IS UNDERNEATH STAIR 1A
	PLEASE SHOW COMPLIANCE WITH HOW THE STAIRWELL IS FIRE
	RATED AND THE AREA BENEATH THE STAIRWELL. FBC-B
	1009.3.1 (1) HOUR FIRE BARRIER.

	12) SHEET AE123.4 THIS PLAN SHOWS A NEW FLOOR OPENING
	BELOW AND WALL WITH NO DOOR OPENING INTO THE STAIRWELL.
	PLANS ARE NOT CLEAR AS TO THE INTENT. 107.2.1.4.

	13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & 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.

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

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2015-10-15			Cont ID
Sent By	albarran			Date	2015-10-15	Time	15:23	Rev Time	0.00
Received By	albarran			Date	2015-10-15	Time	13:36	Sent To

Notes

2015-10-15 15:24:36	PREVIOUSLY MENTIONED DEFICIENCIES HAVE BEEN
	SATISFACTORILY ADDRESSED

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2015-09-16			Cont ID
Sent By	albarran			Date	2015-09-16	Time	13:08	Rev Time	0.00
Received By	albarran			Date	2015-09-11	Time	13:07	Sent To

Notes

2015-09-16 13:13:10	PLEASE NOTE THAT I, MIKE ALBARRAN, ELECTRICAL PLANS
	EXAMINER HAVE COMPLETED THE REVIEW OF THE ABOVE
	MENTIONED JOB. BELOW ARE THE COMMENTS WITH REGARDS TO
	THE REQUIRED CORRECTIONS. THE FOLLOWING ITEMS SHALL BE
	CORRECTED AND THE PLANS RESUBMITTED FOR ANOTHER REVIEW.

	1. THE ELECTRICAL RISER IS NOT CLEARLY DEFINED AS TO
	WHAT IS EXISTING TO REMAIN, WHAT IS TO BE DEMOED AND
	WHAT IS TO BE NEW. PLEASE GO OVER THE LINES TO BETTER
	IDENTIFY THE VARIOUS LINES.
	2. WITHOUT CLEARLY DEFINING THE RISER DIAGRAM, THE
	PANEL SCHEDULES ARE VERY DIFFICULT TO FOLLOW.
	3. THE PANEL SCHEDULES ARE TOO LIGHT TO BE VIEWED
	EASILY.

	WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
	CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE
	PREVIOUSLY REVIEWED SHEETS.

	IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
	CONTACT ME DIRECTLY.

	THANK YOU

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	P	Date	2015-08-11			Cont ID
Sent By	cranford			Date	2015-08-11	Time	13:12	Rev Time	0.00
Received By	cranford			Date	2015-08-11	Time	12:02	Sent To

Notes

2015-08-11 13:12:33

SEE E15070005 FOR WATER AND SEWER AUTHORIZATION.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	P	Date	2015-10-28			Cont ID
Sent By	wjolin			Date	2015-10-28	Time	10:46	Rev Time	0.00
Received By	wjolin			Date	2015-10-28	Time	10:46	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2015-10-07			Cont ID
Sent By	wjolin			Date	2015-10-07	Time	15:11	Rev Time	0.00
Received By	wjolin			Date	2015-10-07	Time	14:22	Sent To

Notes

2015-10-07 15:11:39	1451 SOUTH OLIVE AVENUE
	PERMIT #15071043
	REVIEW COMMENTS - FIRE DEPARTMENT

	2ND REVIEW: SHEET PE601 INDICATES, "CONTRACTOR SHALL
	SUBMIT SPRINKLER PLANS IN ACCORDANCE WITH 61G-15."
	HOWEVER, COMPLIANCE WITH FAC 61G15-32 IS THE
	RESPONSIBILITY OF THE ENGINEER OF RECORD. PER FLORIDA
	ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
	PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE ITEMS
	SUCH AS THE POINT OF SERVICE FOR THE WATER SUPPLY, A
	LIST OF APPLICABLE NFPA STANDARDS APPLICABLE TO THE
	PROJECT, CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH
	ROOM OR AREA, SUPPRESSION SYSTEM TYPE, DESIGN
	DENSITIES, WATER SUPPLY DATA (FIRE PUMP DATA, HYDRANT
	FLOW TEST DATA) AND ANY PERFORMANCE BASED INFORMATION
	SUCH AS PRE-ENGINEERED SYSTEMS.

	ORIGINAL COMMENT: ENGINEERED FIRE SPRINKLER
	CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A GENERAL
	BUILDING PERMIT. AFTER THE BUILDING PERMIT HAS BEEN
	ISSUED, THE SUBCONTRACTORS CAN THEN SUBMIT SHOP
	DRAWINGS (CONFORMING TO THE ENGINEERED CONSTRUCTION
	DOCUMENTS) FOR A SUB-PERMIT.

	WESLEY JOLIN
	ASSISTANT FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 805-6730

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2015-08-07			Cont ID
Sent By	wjolin			Date	2015-08-07	Time	12:01	Rev Time	0.00
Received By	wjolin			Date	2015-07-30	Time	10:39	Sent To

Notes

2015-07-30 10:58:48	1451 SOUTH OLIVE AVENUE
	PERMIT #15071043
	REVIEW COMMENTS - FIRE DEPARTMENT

	SHEET ADE001: PROVIDE DRAWING NOTE INDICATING ALL
	CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE
	REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS
	SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
	PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
	OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
	SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
	RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.

	SHEET ADE001: PROVIDE DRAWING NOTE INDICATING, "FIRE
	PROTECTION SYSTEMS SHALL REMAIN ACTIVE DURING
	DEMOLITION AND RENOVATION ACTIVITIES. IN THE EVENT A
	FIRE PROTECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN
	4-HOURS IN A 24-HOUR PERIOD, THE BUILDING SHALL BE
	PLACED UNDER A FIRE WATCH. ALL FIRE WATCH REQUESTS MUST
	BE SUBMITTED BY EMAIL ([email protected]) AND APPROVED BY
	THE OFFICE OF THE FIRE MARSHAL LOCATED AT 500 NORTH
	DIXIE HIGHWAY."

	LIFE SAFETY PLANS ARE DIFFICULT TO READ DUE TO
	EXTREMELY LIGHT AND DARK DRAWING LINE WEIGHTS. PLANS
	SHALL INDICATE FIRE RATED WALLS, EXIT TRAVEL DISTANCES,
	COMMON PATH OF TRAVEL DISTANCE, DEAD-END CORRIDOR
	LENGTHS, ETC.

	SHEET AE121.4 & AE121M.4: THE ADD/ALTERNATE STORAGE
	MEZZANINE APPEARS TO CREATE A COMMON PATH OF TRAVEL OF
	APPROXIMATELY 130 - 150 FEET TO REACH AN EXIT/EXIT
	ACCESS CORRIDOR. FULLY SPRINKLERED STORAGE OCCUPANCIES
	ARE LIMITED TO A COMMON PATH OF TRAVEL OF 100 FEET.

	SHEET AE121.4: WOODSHOP C164 REQUIRES A 1-HOUR FIRE
	BARRIER HAZARD SEPARATION FROM THE STORAGE OCCUPANCY
	PER NFPA 1 SECTION 8.7 - SPECIAL HAZARD PROTECTION.

	SHEET AE121.4: HOW WILL WOODSHOP C164 BE PROTECTED TO
	PREVENT A DUST EXPLOSION? PER NFPA 101 SECTION 8.7.2 -
	EXPLOSION PROTECTION, WHERE HAZARDOUS PROCESSES OR
	STORAGE IS OF SUCH A CHARACTER AS TO INTRODUCE AN
	EXPLOSION POTENTIAL, AN EXPLOSION VENTING SYSTEM OR AN
	EXPLOSION SUPPRESSION SYSTEM SPECIFICALLY DESIGNED FOR
	THE HAZARD INVOLVED SHALL BE PROVIDED.

	SHEET AE121.4: MOTHERS' ROOM #C170 APPEARS TO BE
	LOCATED BELOW THE FIRE RATED STAIR AND WILL REQUIRE THE
	CEILING AND DOOR TO BE PROVIDED WITH A FIRE RATING
	EQUAL TO THE PROTECTED STAIR ENCLOSURE.

	SHEET AE121M.4: EXISTING PLANS INDICATE THERE IS A
	LARGE STORAGE ROOM (C205) TO THE WEST OF STAIR #1 THAT
	HAS ACCESS TO BOTH STAIR #1 & STAIR #2. THIS FLOOR PLAN
	APPEARS TO ELIMINATE ACCESS TO STAIR #2 FROM THE
	STORAGE ROOM.

	SHEET AE121M.4: PLANS DO NOT INDICATE OF EITHER
	STAIRWELL #1 ENTRANCE DOOR HAS AN EXISTING FIRE RATING.

	SHEET AE121M.4: STAIRWELL #2 DOOR C212 DOES NOT
	INDICATE A FIRE RATING AND IS NOT LOCATED IN THE DOOR
	SCHEDULE.

	ENGINEERED FIRE SPRINKLER CONSTRUCTION DOCUMENTS ARE
	REQUIRED FOR A GENERAL BUILDING PERMIT. AFTER THE
	BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS CAN
	THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE ENGINEERED
	CONSTRUCTION DOCUMENTS) FOR A SUB-PERMIT.

	WESLEY JOLIN
	ASSISTANT FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 805-6730

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2015-10-29			Cont ID
Sent By	cpuell			Date	2015-10-29	Time	13:17	Rev Time	0.00
Received By	cpuell			Date	2015-10-21	Time	10:03	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2015-10-15			Cont ID
Sent By	cpuell			Date	2015-10-15	Time	16:54	Rev Time	0.00
Received By	cpuell			Date	2015-09-23	Time	12:40	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2015-09-21			Cont ID
Sent By	cpuell			Date	2015-09-21	Time	16:51	Rev Time	0.00
Received By	cpuell			Date	2015-07-28	Time	13:37	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2015-10-15			Cont ID
Sent By	ccole			Date	2015-10-15	Time	14:21	Rev Time	0.00
Received By	ccole			Date	2015-10-15	Time	14:21	Sent To

Notes

2015-10-15 14:27:52	MECHANICAL APPROVED WITH EXCEPTIONS.
	SUBMITTALS REQUIRED PRIOR TO 1ST INSPECTION:

	1) ENERGY CALCULATIONS
	2) EXTERIOR PIPE INSULATION AND UV PROTECTION.
	3) WIND LOAD TIE DOWN ENGINEERING FOR THE ROOFTOP PIPE
	SUPPORT STANDS AND CURBS.
	4) FIRE DAMPERS
	5) FL. PRODUCT APPROVALS/MIAMI-DADE NOA'S FOR THE
	DRAINABLE O/A LOUVERS.

	PLEASE NOT ALL FUTURE MECHANICAL LAYOUT PLANS MUST
	CLEARLY SHOW THE LOCATIONS OF FIRE-RATED WALLS AND
	FIRE-RATED CEILING ASSEMBLIES.

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2015-08-10			Cont ID
Sent By	ccole			Date	2015-08-10	Time	13:55	Rev Time	0.00
Received By	ccole			Date	2015-08-10	Time	13:54	Sent To

Notes

2015-08-10 15:03:13	1ST REVIEW: FBC 2014 MECHANICAL
	PERMIT #15071043

	1) DESIGN CRITERIA: PROVIDE ON THE PLAN A LIST OF
	CURRENT CODES AND STANDARDS USED FOR DESIGN AND
	INSTALLATION OF THE PROPOSED HVAC SYSTEM(S)
	ALTERATIONS.
	2) PROVIDE A NARRATIVE TO CLARIFY THE SCOPE AND EXTENT
	OF THE PROJECT PROJECT TO BE COVERED UNDER THIS PERMIT
	APPLICATION. BASED ON THE THE PHASING DIAGRAMS ON SHEET
	AE002 IT APPEARS THAT THE SUBMITTED PLANS WILL LIMIT
	THE PROJECT TO THE NORTH SIDE ALTERATIONS CULMINATING
	AT STAGE 2, AND WILL NOT INCLUDE THE EXPANSION ON THE
	WEST AND SOUTH SIDES.
	3) REFERENCE THE FBC-14 EXISTING BUILDING CODE, SECTION
	809.2 ALTERED EXISTING SYSTEMS: IN MECHANICALLY
	VENTILATED SPACES, EXISTING MECHANICAL VENTILATION
	SYSTEMS THAT ARE ALTERED, RECONFIGURED, OR EXTENDED
	SHALL PROVIDE NOT LESS THAN 5 CUBIC FEET PER MINUTE
	(CFM) (0.0024 M3/S) PER PERSON OF OUTDOOR AIR AND NOT
	LESS THAN 15 CFM (0.0071 M3/S) OF VENTILATION AIR PER
	PERSON; OR NOT LESS THAN THE AMOUNT OF VENTILATION AIR
	DETERMINED BY THE INDOOR AIR QUALITY PROCEDURE OF
	ASHRAE 62. PLEASE PROVIDE A VENTILATION SCHEDULE ON THE
	PLAN INDICATING THE REQUIRED CFM'S OF O/A PER THE
	REFERENCED SECTION, AND THE CFM'S OF O/A TO BE
	PROVIDED. SEE ALSO TABLE 403.3 FBC-14 MECHANICAL.
	4) SIZING CALCULATIONS ARE REQUIRED FOR AHU'S 25,
	26,27,28, & 29. REFERENCE THE FBC-14 ENERGY
	CONSERVATION CODE, SECTION C403.2.1 C403.2.1
	CALCULATION OF HEATING AND COOLING LOADS:
	DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE
	PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR
	ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE
	COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT
	WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE
	MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE
	SIZING CALCULATION SHALL BE SUBMITTED WITH THE
	APPLICATION FOR THE MECHANICAL PERMIT. HEATING AND
	COOLING LOADS SHALL BE ADJUSTED TO ACCOUNT FOR LOAD
	REDUCTIONS THAT ARE ACHIEVED WHEN ENERGY RECOVERY
	SYSTEMS ARE UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE
	WITH THE ASHRAE HVAC SYSTEMS AND EQUIPMENT HANDBOOK.
	ALTERNATIVELY, DESIGN LOADS SHALL BE DETERMINED BY AN
	APPROVED EQUIVALENT COMPUTATION PROCEDURE, USING THE
	DESIGN PARAMETERS SPECIFIED IN CHAPTER 3.
	5) PROVIDE CHILLED AND HOT WATER PIPING AND VALVE
	SCHEDULES, AND INSTALLATION NOTES AND DETAILS.
	6) REFERENCE SECTION C403.4.5 FBC-14 ENERGY
	CONSERVATION AND SHOW COMPLIANCE- REQUIREMENTS FOR
	COMPLEX MECHANICAL SYSTEMS SERVING MULTIPLE ZONES:
	SECTIONS C403.4.5.1 THROUGH C403.4.5.4 SHALL APPLY TO
	COMPLEX MECHANICAL SYSTEMS SERVING MULTIPLE ZONES.
	SUPPLY AIR SYSTEMS SERVING MULTIPLE ZONES SHALL BE VAV
	SYSTEMS WHICH, DURING PERIODS OF OCCUPANCY, ARE
	DESIGNED AND CAPABLE OF BEING CONTROLLED TO REDUCE
	PRIMARY AIR SUPPLY TO EACH ZONE TO ONE OF THE FOLLOWING
	BEFORE REHEATING, RECOOLING OR MIXING TAKES PLACE:
	1. THIRTY PERCENT OF THE MAXIMUM SUPPLY AIR TO EACH
	ZONE.
	2. THREE HUNDRED CFM (142 L/S) OR LESS WHERE THE
	MAXIMUM FLOW RATE IS LESS THAN 10 PERCENT OF THE TOTAL
	FAN SYSTEM SUPPLY AIRFLOW RATE.
	3. THE MINIMUM VENTILATION REQUIREMENTS OF CHAPTER 4 OF
	THE FLORIDA BUILDING CODE, MECHANICAL.

	EXCEPTION: THE FOLLOWING DEFINE WHERE INDIVIDUAL ZONES
	OR WHERE ENTIRE AIR DISTRIBUTION SYSTEMS ARE EXEMPTED
	FROM THE REQUIREMENT FOR VAV CONTROL:
	1. ZONES WHERE SPECIAL PRESSURIZATION RELATIONSHIPS OR
	CROSS-CONTAMINATION REQUIREMENTS ARE SUCH THAT VAV
	SYSTEMS ARE IMPRACTICAL.
	2. ZONES OR SUPPLY AIR SYSTEMS WHERE AT LEAST 75
	PERCENT OF THE ENERGY FOR REHEATING OR FOR PROVIDING
	WARM AIR IN MIXING SYSTEMS IS PROVIDED FROM A
	SITE-RECOVERED OR SITE-SOLAR ENERGY SOURCE.
	3. ZONES WHERE SPECIAL HUMIDITY LEVELS ARE REQUIRED TO
	SATISFY PROCESS NEEDS.
	4. ZONES WITH A PEAK SUPPLY AIR QUANTITY OF 300 CFM
	(142 L/S) OR LESS AND WHERE THE FLOW RATE IS LESS THAN
	10 PERCENT OF THE TOTAL FAN SYSTEM SUPPLY AIRFLOW RATE.
	5. ZONES WHERE THE VOLUME OF AIR TO BE REHEATED,
	RECOOLED OR MIXED IS NO GREATER THAN THE VOLUME OF
	OUTSIDE AIR REQUIRED TO MEET THE MINIMUM VENTILATION
	REQUIREMENTS OF CHAPTER 4 OF THE FLORIDA BUILDING CODE,
	MECHANICAL.
	6. ZONES OR SUPPLY AIR SYSTEMS WITH THERMOSTATIC AND
	HUMIDISTATIC CONTROLS CAPABLE OF OPERATING IN SEQUENCE
	THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONES
	AND WHICH ARE CAPABLE OF PREVENTING REHEATING,
	RECOOLING, MIXING OR SIMULTANEOUS SUPPLY OF AIR THAT
	HAS BEEN PREVIOUSLY COOLED, EITHER MECHANICALLY OR
	THROUGH THE USE OF ECONOMIZER SYSTEMS, AND AIR THAT HAS
	BEEN PREVIOUSLY MECHANICALLY HEATED.

	CHRISTOPHER L. COLE
	MECHANICAL PLANS EXAMINER
	561-805-6719
	[email protected]

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2015-10-26			Cont ID
Sent By	gjohnson			Date	2015-10-26	Time	13:47	Rev Time	0.00
Received By	gjohnson			Date	2015-10-26	Time	13:47	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2015-10-04			Cont ID
Sent By	tklarge			Date	2015-10-04	Time	05:24	Rev Time	0.00
Received By	tklarge			Date	2015-10-03	Time	10:17	Sent To

Notes

2015-10-04 05:15:57	1) IT IS DIFFICULT TRYING TO REVIEW THE PLANS FROM ON
	SECTION OF AN AREA TO ANOTHER. PLEASE PLACE MATCH LINES
	ON THE FLOOR PLANS ( ADE & AE) DRAWINGS TO ASSIST IN A
	TIMELY REVIEW OF THIS PROJECT. WPB AMEND. TO FBC SEC.
	107.2.1.
	2) SHT.AE420 -DETAILS #1 &2 - SUBMIT DETAILS HOW THE
	PIPE SUPPORTS/STANDS ARE ATTACHED TO THE EXISTING ROOF.
	WPB AMEND. TO FBC SEC. 107.2.1.
	3) SHT. AE611 - MEN & WOMEN'S ACCESSIBLE TOILET STALL-
	SHOW THAT THE LAVATORY DOES NOT ENCROACH INTO THE CLEAR
	FLOOR SPACE FOR THE WATER CLOSET. FBC-ACCESS.
	SEC.604.3.
	4) SHT.AE612 - SHOW THE MOUNTING HEIGHTS OF THE GRAB
	BARS ABOVE THE FINISH FLOOR. HEIGHTS SHALL BE MEASURED
	TO THE TOP OF THE GRIPPING SURFACE. FBC-ACCESS. SEC.
	609.4.
	5) SHT. AE613 - DETAIL #2 - SHOW THE REQUIRED CLEAR
	FLOOR SPACE (LXW) FOR THE WATER CLOSET AS REQD. BY
	FBC-ACCESS. SEC.604.3.
	6) SHT. AE613 - DETAIL #2 SHOWS THE CENTERLINE OF THE
	ACCESSIBLE WATER CLOSET 20 INCHES FROM THE SIDE WALL.
	THE CENTERLINE OF THE WATER CLOSET SHALL BE 16-18
	INCHES FROM THE SIDE WALL.FBC-ACCESS. SEC.604.2.
	7) SHT. AE614 - DETAIL 1A - SHOW THE HEIGHT OF THE
	SHOWER SEAT FROM THE FINISH FLOOR. THE HEIGHT SHALL BE
	17-19 INCHES ABOVE THE FINISH FLOOR. FBC-ACCESS
	SEC.610.2.

	PLUMBING PLAN REVIEW
	TIM LARGE
	CHIEF PLUMBING INSPECTOR
	561-805-6692
	[email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2015-08-12			Cont ID
Sent By	gjohnson			Date	2015-08-12	Time	14:48	Rev Time	0.00
Received By	gjohnson			Date	2015-08-12	Time	14:48	Sent To

Notes

2015-08-12 15:32:19	1ST REVIEW 2014 FBC

	COMMENTS:

	1.PLEASE INDICATE ON THE PLANS OCCUPANCY LOAD AND
	CALC..
	PB AMENDMENTS TO FBC 2014 SEC. 107.2.1.3
	2.PLEASE INDICATE ON THE PLANS OCCUPANCY CLASSIFICATION
	THIS IS A MIXED OCCUPANCY BUILDING, INDICATE WHICH BATH
	SERVES WHICH OCCUPANCY.
	WPB AMENDMENTS TO FBC 2014 SEC.107.2.1.3
	3.PLEASE SHOW DEMINTIONS FOR SHOWER SEAT SHALL COMPLY
	WITH.
	FBCA SEC. 610.3.2
	4.SHOWER CONTROLS ARE SHOWN ON OPPOSITE WALL FROM SEAT
	ELEVATION 1/A PG. AE 614 CONTROLS SHALL BE ON ADJACENT
	WALL FROM SEAT.TO COMPLY N.
	FBCA SEC. 608.5.2
	5. SHOW DETAIL ON DEMINTIONS FOR GRAB BARS IN TOILET
	ROOM .
	SIDE WALL SHALL COMPLY WITH 604.5.1
	REAR WALL SHALL COMPLY WITH 604.5.2
	6.SHOW DETAIL FOR KNEE AND TOE CLEARANCE ON BREAK ROOM
	SINKS AND LAVATORY'S IN BATHROOMS SHALL COMPLY WITH.
	FBCA SEC. 306.2 AND 306.3
	7. SHOW CLEAR FLOOR SPACE FOR BREAK ROOM SINKS
	,LAVATORY'S, SHOWER AND TOILETS SHALL COMPLY WITH .
	FBCA SEC. 305
	8.SHOW RISER DIAGRAM FOR SANITARY IN BATHROOM C-158 TO
	COMPLY WITH.
	WPB AMENDMENTS TO FBC 2014 SEC.107.3.5.1.3[13]
	9. DOMESTIC WATER RISER NOT COMPLETE MISSING RM
	C-158,4IN. CW MAIN AND P-11.MUST SHAOW ALL WATER LINE
	IN THIS PHASE.
	WPB AMENDMENTS TO FBC 2014 SEC.107.3.5.1.3[13]
	10COPE OF WORK ON THIS PROJECT IS UNCLEAR .IS PLUMBING
	ON THIRD FLOOR CHANGING ,
	WPB AMENDMENTS TO FBC 2014 SEC.107.3.5.1.3[13


	11. PLEASE CLARIFY WHAT PHASE OF THIS PROJECT IS UNDER
	THIS PERMIT AND WHAT PHASES WILL BE UNDER OTHER PERMIT
	SOME SYSTEMS WILL OVERLAP AND I NEED ADDITIONAL
	INFORMATION TO DO A THOROUGH REVIEW.
	WPB AMENDMENTS TO FBC 2014 SEC.107.3.5.1.3[13


	GEORGE JOHNSON
	PLUMBING PLANS EXAMINER
	561-805-6711
	[email protected]

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	N	Date	2015-11-03			Cont ID
Sent By	cpuell			Date	2015-11-03	Time	14:02	Rev Time	0.00
Received By	cpuell			Date	2015-11-03	Time	14:02	Sent To

Notes

2015-11-03 14:02:30

DIGITAL SIGNATURES COMPAIRED, ON CD IN STORAGE

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2015-10-08			Cont ID
Sent By	jroach			Date	2015-10-08	Time	12:02	Rev Time	0.00
Received By	jroach			Date	2015-10-08	Time	12:02	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2015-09-21			Cont ID
Sent By	jroach			Date	2015-09-21	Time	16:46	Rev Time	0.00
Received By	jroach			Date	2015-09-21	Time	16:46	Sent To

Notes

2015-09-21 16:47:40	AWAITING RESPONSE FROM CITY'S RISK MANAGEMENT
	DEPARTMENT TO DETERMINE REQUIREMENTS FOR PROOF OF
	INSURANCE, ETC. AS THE PROPOSED CONSTRUCTION WILL BE
	OCCURING ON CITY-OWNED PROPERTY.

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN P. ROACH, AICP, PRINCIPAL PLANNER
	CITY OF WEST PALM BEACH
	DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
	401 CLEMATIS STREET - P.O. BOX 3147
	WEST PALM BEACH, FLORIDA 33402

	P: 561.822.1448
	F: 561.822.1460

	E: [email protected]

	W: WPB.ORG