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Plan Review Details - Permit 19021265

Plan Review Stops For Permit 19021265

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2019-05-09			Cont ID
Sent By	pvalenti			Date	2019-05-09	Time	08:00	Rev Time	0.00
Received By	pvalenti			Date	2019-05-09	Time	08:00	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2019-04-30			Cont ID
Sent By	pvalenti			Date	2019-04-30	Time	17:09	Rev Time	0.00
Received By	pvalenti			Date	2019-04-30	Time	15:32	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2019-04-03			Cont ID
Sent By	jwitmer			Date	2019-04-03	Time	09:38	Rev Time	0.00
Received By	jwitmer			Date	2019-04-02	Time	11:29	Sent To

Notes

2019-04-03 09:38:07	2017 FBC- BUILDING PLAN REVIEW
	W. P. B. PERMIT: 19021265
	ADD: 1851 OKEECHOBEE ROAD
	CONT: THORTON & THORTON
	TEL: 321-229-3406
	E-MAIL: [email protected]

	2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
	CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
	SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
	BUILDING CODE, BUILDING.

	1ST REVIEW
	DATE: WED. APRIL 03/ 2019
	ACTION: DENIED

	1) THE COVERSHEET A00 UNDER THE HEADING OF TYPE OF
	CONSTRUCTION LIST THE BUILDING CONSTRUCTION TYPE AS
	III-B. PLEASE NOTE THE ORIGINAL BUILDING WAS BUILT
	UNDER THE 2001 FBC-B. THE BUILDING WAS DESIGNED AS A
	SHELL, OCCUPANCY TYPE F1 AND THE CONSTRUCTION TYPE IV
	PROTECTED, THIS WAS WHEN THERE WAS 6 BUILDING TYPE
	CLASSIFICATIONS. UNDER THE 2017 CODE THE COMPARISON
	WOULD BE CONSTRUCTION TYPE II-A. PLEASE REVISE THE
	BUILDING TYPE AS IT PERTAINS TO TODAYS BUILDING CODE.

	2) THE DEMOLITION PLAN A0-0 HAS A NOTE ON THE EXTERIOR
	WALL, REMOVE CONCRETE WALL AS REQUIRED FOR NEW DOOR.
	THERE IS NO REFERENCE IN THE ARCHITECTURAL PLANS FOR
	THE DESIGN CRITERIA FOR THE NEW DOOR. THIS SHEET
	REFERENCES THE REMOVAL OF THE CONCRETE WALL AS
	REQUIRED. THE PERMIT THIS BUILDING WAS BUILT UNDER
	(03010432) SHOWS IN THE STRUCTURAL SHEETS, THIS IS A
	TILT PANEL WALL SYSTEM, PLEASE PROVIDE ENGINEERING FOR
	THE NEW DOOR OPENING IN THE TILT WALL PANEL. 107.2.1.2
	ADDITIONAL INFORMATION IS REQUIRED.

	3) THE DEMOLITION PLAN A0-0 HAS A NOTE ( E ) FOR THE
	REMOVAL AND DISCARDING OF AN OVERHEAD DOOR. THE FLOOR
	PLAN A1.0 DOES SHOW WHERE THE OVERHEAD DOOR WAS LOCATED
	AND THE NEW SIDE DOOR POSITIVE AND NEGATIVE PRESSURES.
	THE PLAN DOES NOT GIVE THE MEAN ROOF HEIGHT NOR ANY
	OTHER WIND DESIGN CRITERIA AS TO HOW THESE PRESSURES
	WERE DERIVED? IF THEY ARE VULT OR VASD?

	2017 FBC-B 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 STRUCTURE:

	3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
	MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
	DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
	3.2. RISK CATEGORY.
	3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
	THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
	HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
	3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
	3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
	COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
	DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
	RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
	TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
	EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
	BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.

	4) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2
	PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
	CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
	ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
	2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
	(B) WINDOWS & MULLIONS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,

	5) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
	WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
	61G20 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..

	6) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
	DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
	DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
	ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
	REVIEW.

	7) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
	THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
	PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
	TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
	THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
	DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
	APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
	DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
	THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
	FOR REVIEW BY THE BUILDING OFFICIAL.

	DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
	SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
	RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
	THEM TO THE BUILDING OFFICIAL WITH A NOTATION
	INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
	BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
	THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
	ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
	SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
	OFFICIAL.

	8) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
	PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
	RECORD AND BEFORE SUBMISSION TO THE BUILDING
	DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
	IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
	MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
	INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
	PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
	INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
	ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
	FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
	INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
	LOADS AND SPACING USED IN THE TESTS.

	9) THE SHEET A0-0 DEMOLITION PLAN NOTE ( E ) INDICATES
	THE REMOVAL AND DISCARDING OF AN OVERHEAD DOOR.
	SHEET A1-2 DETAIL 4 DOES PROVIDE A DETAIL OF A NEW
	INSET EXTERIOR WALL AND CEILING SYSTEM:

	9A) THE DETAIL INDICATES ANCHORING OF A 6 INCH STEEL
	BOTTOM PLATE TO THE CONCRETE BUT THE PLAN DOES NOT
	INDICATE HOW TO SEAL FROM WATER INTRUSION FROM THE
	RAIN.
	2017 FBC-B 1403.2 WEATHER PROTECTION. EXTERIOR WALLS
	SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT
	EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE
	SHALL INCLUDE FLASHING, AS DESCRIBED IN SECTION 1405.4.

	9B) IN THIS SAME DETAIL THE PLAN INDICATES THE
	INSTALLATION OF HORIZONTAL ROOF / CEILING FRAMING OF A
	NEW VESTIBULE. THE PLAN INDICATES THE USE OF 6 INCH
	STRUCTURAL STUDS AT 16 INCHES ON CENTER. THE DETAIL
	DOES NOT PROVIDE THE GAUGE OF THE STUD NOR THE DESIGN
	STIFFENING LIP LENGTH. THE VERTICAL WALLS BELOW ONLY
	STATES METAL STUDS NO DESIGN CRITERIA. PLEASE SHOW
	COMPLIANCE WITH 2017 FBC-B TABLE 2506.2 ASTM C955,
	SECTION 8.

	9C) THE DETAIL ALSO INDICATES THE USE OF 5/8 INCH
	SHEATHING, AND DECKING PLEASE REMEMBER THE BUILDING
	TYPE IS A II-A REQUIRING FIRE RETARDANT TREATED
	PLYWOOD. SEE 2017 FBC-B 603.1.1.2.

	9D) THE PLANS IN THIS SAME DETAIL INDICATE THE USE OF
	7/8 INCH STUCCO ON PAPER BACKED LATH. SHOW COMPLIANCE
	WITH 2017 FBC-B SECTION 2510.6 WATER-RESISTIVE
	BARRIERS. WATER-RESISTIVE BARRIERS SHALL BE INSTALLED
	AS REQUIRED IN SECTION 1404.2 AND, WHERE APPLIED OVER
	WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE
	VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST
	EQUIVALENT TO TWO LAYERS OF WATER-RESISTIVE BARRIER
	COMPLYING WITH ASTM E2556, TYPE I. THE INDIVIDUAL
	LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH
	LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY
	FLASHING (INSTALLED IN ACCORDANCE WITH SECTION 1405.4)
	INTENDED TO DRAIN TO THE WATER-RESISTIVE BARRIER IS
	DIRECTED BETWEEN THE LAYERS.

	9E) WITH THE PLYWOOD DECKING AT THE NEW ENTRY IF THIS
	AREA IS TO BE USED FOR STORAGE, PLEASE PROVIDE THE
	DESIGN FOR THE LOADING, AND THE CALCULATIONS FOR THE
	STRUCTURAL WALLS AND DECKING ABOVE. IF NOT A PLACARD
	WILL BE REQUIRED STATING NO STORAGE.

	FBC-B TABLE 1607.1 ( 31) LIGHT 125/ HEAVY 250 POUNDS
	PER SQUARE FOOT.

	2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION
	106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS FOR WHICH
	EACH FLOOR OR PORTION THEREOF OF A
	COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
	DESIGNED TO EXCEED 50 PSF , SUCH
	DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE
	OWNER IN THAT PART OF EACH STORY IN WHICH
	THEY APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL
	TO REMOVE OR DEFACE SUCH NOTICES.

	106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
	CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111
	SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS,
	REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.

	106.3 RESTRICTIONS ON LOADING. IT SHALL BE UNLAWFUL TO
	PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON ANY
	FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION
	THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS CODE.

	10) SHEET A1-0 & A1-2 BOTH SHOW NEW 1 HOUR FIRE RATED
	WALLS, THE DETAIL OF THE 1 HOUR FIRE RATED WALLS SHOW
	THE STUD THICKNESS TO BE A 3 ? INCH STUD AT 16 INCHES
	ON CENTER. PLEASE PROVIDE THE HEIGHT OF THE STUDS TO BE
	INSTALLED IN THIS AREA? THE MAXIMUM HEIGHT OF THE
	TESTED ASSEMBLY IS NOT GIVEN. 107.2.1.2
	ADDITIONAL INFORMATION IS REQUIRED.

	11) SHEET A1-0 SHOWS THE NEW EXIT DOORWAY, EXTERIOR
	LANDING AND NOTE THAT THE FUTURE SIDEWALK IS TO CONNECT
	TO THE STREET. PLEASE PROVIDE THE DISTANCE AND THE
	HEIGHT VARIATION TO THE STREET LEVEL. THE SLOPE MAY
	QUALIFY AS A RAMP AND NEED TO MEET ALL OF THE
	ACCESSIBILITY REQUIREMENTS FOUND UNDER THE 2017
	FBC-ACCESSIBILITY CODE SECTIONS 405. 1-10.

	12) SHEET A-10 IN THE NEW 1 HOUR FIRE RATED WALL THE
	PLANS SHOW A NEW OVERHEAD FIRE SHUTTER WITH FUSIBLE
	LINK. FIRE SHUTTERS ARE NORMALLY USED INSTEAD OF A
	DOOR, CREATING THE FIRE RATING OF THE OPENING AS
	REQUIRED BY FBC-B TABLE 716.5. THE ISSUE WITH THIS
	CONFIGURATION WITH THE DOORS BENEATH THE FIRE SHUTTER
	THE FUSIBLE LINK MELTS AND THE SHUTTER STARTS IT
	DOWNWARD DECENT JUST AS SOMEONE STARTS TO GO THROUGH
	THE DOORS BELOW, THE FIRE SHUTTER WILL GET STUCK
	STICKING THE TOP OF THE DOOR ENABLING THE SHUTTER TO
	CLOSE AND NOT PROTECTING THE OPENING.

	13) SHEET E2 THE EXISTING EXIT DOOR IN THE WAREHOUSE
	AREA CLOSE TO THE FIRE SPRINKLER ROOM IS MISSING THE
	EXIT SIGN ABOVE THE DOOR. 2017 FBC-B 1013.1 EXIT SIGNS
	WHERE REQUIRED.

	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.

	A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
	THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
	DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
	MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
	AND INFORMATION LACKING UNDER THE PRIOR REVIEW.

	JAMES A. WITMER BN, PX, SFP, CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER19030471
	BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
	401 CLEMATIS ST. WEST PALM BEACH. FL 33402
	TEL: 561-805-6717
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2019-04-30			Cont ID
Sent By	jpearson			Date	2019-04-30	Time	15:25	Rev Time	0.00
Received By	jpearson			Date	2019-04-30	Time	14:45	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	P	Date	2019-04-08			Cont ID
Sent By	jpearson			Date	2019-04-08	Time	14:30	Rev Time	0.00
Received By	jpearson			Date	2019-04-08	Time	12:50	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2019-05-01			Cont ID
Sent By	pleduc			Date	2019-05-01	Time		Rev Time	0.00
Received By	pleduc			Date	2019-05-01	Time	10:54	Sent To

Notes

2019-05-01 10:56:50	THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
	FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:

	PLEASE CONSIDER THE FOLLOWING AS PROVISO:

	THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
	AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
	PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
	INSPECTION.


	1) ANY AND ALL WORK ON THE FIRE SPRINKLER OR FIRE ALARM
	SYSTEM SHALL BE DONE UNDER SEPARATE SHOP DRAWINGS AND
	BY CERTIFIED LIFE SAFETY CONTRACTORS.


	PETER LEDUC
	FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	561-804-4709
	[email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2019-03-01			Cont ID
Sent By	pleduc			Date	2019-03-01	Time		Rev Time	0.00
Received By	pleduc			Date	2019-03-01	Time	11:08	Sent To

Notes

2019-03-01 11:50:11	THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:



	1) SHEETS A 1.0 & A 1.2 - THERE ARE DOORS INDICATED
	WITHIN THE FIRE WALL, 112 & 107B, THAT THE DOOR
	SCHEDULE DOES NOT INDICATE WITH A REQUIRED RATING.

	THE DOOR ARE REQUIRED TO HAVE A 1 HOUR FIRE RATING PER
	NFPA 101

	8.3.3 FIRE DOORS AND WINDOWS.
	8.3.3.1 OPENINGS REQUIRED TO HAVE A FIRE PROTECTION
	RATING BY TABLE
	8.3.4.2 SHALL BE PROTECTED BY APPROVED, LISTED, LABELED
	FIRE DOOR
	ASSEMBLIES AND FIRE WINDOW ASSEMBLIES AND THEIR
	ACCOMPANYING
	HARDWARE, INCLUDING ALL FRAMES, CLOSING DEVICES,
	ANCHORAGE, AND
	SILLS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 80,
	STANDARD
	FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, EXCEPT AS
	OTHERWISE SPECIFIED IN THIS CODE.
	8.3.3.1.1 FIRE RESISTANCE?RATED GLAZING TESTED IN
	ACCORDANCE WITH
	ASTM E 119, STANDARD TEST METHODS FOR FIRE TESTS OF
	BUILDING
	CONSTRUCTION AND MATERIALS, OR ANSI/UL 263, STANDARD
	FOR FIRE
	TESTS OF BUILDING CONSTRUCTION AND MATERIALS, SHALL BE
	PERMITTED
	IN FIRE DOOR ASSEMBLIES AND FIRE WINDOW ASSEMBLIES
	WHERE TESTED
	AND INSTALLED IN ACCORDANCE WITH THEIR LISTINGS.
	8.3.3.1.2 NEW FIRE RESISTANCE?RATED GLAZING SHALL BE
	MARKED IN
	ACCORDANCE WITH TABLE 8.3.3.12 AND TABLE 8.3.4.2. SUCH
	MARKING
	SHALL BE PERMANENTLY AFFIXED.

	PLEASE REVIEW AND PROVIDE FOR THE REQUIRED FIRE RATING
	AT EACH DOOR.



	2) SHEETS A 1.0 & A 1.2 - THERE IS AN INDICATION OF A
	ROLL-UP DOOR OVER DOUBLE DOOR 101B WITHIN THE FIRE
	WALL. THE DOOR SCHEDULE DOES NOT IDENTIFY A FIRE RATING
	FOR THIS DOUBLE DOOR NOR THE ROLL-UP DOOR.

	ONE OR THE OTHER IS REQUIRED TO HAVE THE REQUIRED
	RATING PER THE ABOVE CCODE REFERNECE.

	PLEASE REVIEW AND PROVIDE FOR THE REQUIRED FIRE RATING
	FOR ONE OR THE OTHER DOOR.




	3) SHEET E 1 - THERE IS NO INDICATION OF A FIRE ALARM
	WORK.

	ANY FIRE ALARM WORK, DEMO OR NEW INSTALL SHALL BE UNDER
	SEPARATE SHOP DRAWINGS BY A CERTIFIED FIRE ALARM
	CONTRACTOR.

	PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE.




	4) SHEET A 0.0 & A0.1 - THE IS NO INDICATIONS REGARDING
	THE CONTINUE MAINTENANCE AND FUNCTION OF THE FIRE
	SPRINKLER SYSTEM AND FIRE ALARM SYSTEMS.

	THESE SYSTEMS SHALL BE MAINTAINED THROUGHOUT DEMO AND
	NEW CONSTRUCTION.

	PLEASE REVIEW AND PROVICE AN APPLICABLE NOTE.



	5) SHEET A 1.0 - THE IS AN INDICATION OF A NEW FIRE
	WALL. THIS WALL SHALL BE PROPERLY IDENTIFIED PER NFPA
	101

	8.3.2.4 EACH NEW FIRE WALL, FIRE BARRIER, FIRE
	PARTITION, SMOKE
	BARRIER, SMOKE PARTITION, OR ANY OTHER NEW WALL
	REQUIRED TO HAVE
	PROTECTED OPENINGS SHALL BE PERMANENTLY IDENTIFIED WITH
	SIGNS OR
	STENCILING ABOVE ANY DECORATIVE CEILING AND IN
	CONCEALED SPACES
	WITH THE WORDING, ?FIRE AND SMOKE BARRIER ? PROTECT
	ALL OPENINGS,? OR SIMILAR LANGUAGE. SUCH SIGNS OR
	STENCILING
	SHALL BE IN 4 INCH HIGH LETTERS, ? INCH STROKE, AND NOT
	MORE THAN 15
	FEET ON-CENTER.

	PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE.



	6) SHEET E 2 - THERE IS AN INDICATION OF AN EXIT SIGN
	OVER DOOR 101B. THIS DOOR IS INDICATED AS HAVING A
	ROLL-UP DOOR OVER IT ON A FUSIBLE LINK.

	SHOULD THIS LIND ACTIVATE, THE DOOR WOULD CLOSE AND NOT
	FUNCTION AS AN EXIT. THERE IS AN EXIT DOOR RIGHT NEXT
	TO THIS DOOR.

	THE EXIT SIGN OVER THE 101B NEEDS TO BE REMOVED AND
	THIS DOOR WILL REMIAN A CONVENIENCE DOOR.

	PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE
	REFERENCES AND NARRATIVE.




	7) SHEET E 2 - THERE IS A DOOR ON THE SIDE OF THE
	WAREHOUSE THAT IS NOT MARKED AS AN EXIT. THERE ARE NO
	TRAVEL DISTANCES INDICATED WITHIN THE SPACE VERIFYING
	THAT ONLY ONE EXIT IS REQUIRED.


	PER NFPA 101

	42.2.4 NUMBER OF MEANS OF EGRESS. THE NUMBER OF MEANS
	OF
	EGRESS SHALL COMPLY WITH 42.2.4.1 THROUGH 42.2.4.3.
	(SEE ALSO
	SECTION 7.4.)
	42.2.4.1 THE NUMBER OF MEANS OF EGRESS SHALL COMPLY
	WITH ANY OF
	THE FOLLOWING:
	(1) IN LOW HAZARD STORAGE OCCUPANCIES, A SINGLE MEANS
	OF EGRESS
	SHALL BE PERMITTED FROM ANY STORY OR SECTION.
	(2) IN ORDINARY HAZARD STORAGE OCCUPANCIES, A SINGLE
	MEANS OF
	EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION,
	PROVIDED
	THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE
	PERMITTED AS A
	COMMON PATH OF TRAVEL.
	(3) ALL BUILDINGS OR STRUCTURES NOT COMPLYING WITH
	42.2.4.1(1) OR
	42.2.4.1(2) AND USED FOR STORAGE, AND EVERY SECTION
	THEREOF
	CONSIDERED SEPARATELY, SHALL HAVE NOT LESS THAN TWO
	SEPARATE
	MEANS OF EGRESS AS REMOTELY LOCATED FROM EACH OTHER AS
	PRACTICABLE.

	42.2.5 ARRANGEMENT OF MEANS OF EGRESS. MEANS OF EGRESS,
	ARRANGED IN ACCORDANCE WITH SECTION 7.5, SHALL NOT
	EXCEED THAT
	PROVIDED BY TABLE 42.2.5.
	42.2.6* TRAVEL DISTANCE TO EXITS. TRAVEL DISTANCE,
	MEASURED IN
	ACCORDANCE WITH SECTION 7.6, SHALL NOT EXCEED THAT
	PROVIDED BY
	TABLE 42.2.6.

	PLEASE PROVICE TRAVEL DISTANCES TO THE SINGLE EXIT OF
	PROVIDE AN EXIT SIGN OVER THIS DOOR.




	8) SHEET A 1.1 - THERE ARE INDICATIONS OF RACKS WITHIN
	THE WAREHOUSE. THE INSTALLATION OF RACKS SHALL BE UNDER
	SEPARATE SHOP DRAWINGS THAT INCLUDE MANUFACTURES SPECS,
	HEIGHT, FASTENING, AND A FIRE SPRINKLER REVIEW OF THE
	STORAGE COMMODITY WRAPPING AND PALLET TYPE.

	PLEASE BE SURE A REVIEW IS PROVIDED REGARDING IN-RACK
	FIRE SPRINKLERS REQUIREMENTS.

	PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE.




	9) SHEET E 2 - WITH THE INSTALLATION OF RACKS THE PATH
	TO THE EXIT(S) MAY NOT BE CLEAR, DIRECTED OR PROPERLY
	ILLUMINATED PER THE CODE.

	PER NFPA 101

	42.2.8 ILLUMINATION OF MEANS OF EGRESS.
	42.2.8.1 MEANS OF EGRESS SHALL BE ILLUMINATED IN
	ACCORDANCE WITH
	SECTION 7.8.
	42.2.8.2 IN STRUCTURES OCCUPIED ONLY DURING DAYLIGHT
	HOURS, MEANS
	OF EGRESS SHALL BE PERMITTED TO BE ILLUMINATED WITH
	WINDOWS
	ARRANGED TO PROVIDE THE REQUIRED LEVEL OF ILLUMINATION
	ON ALL
	PORTIONS OF THE MEANS OF EGRESS DURING SUCH HOURS, WHEN
	APPROVED
	BY THE AUTHORITY HAVING JURISDICTION.
	42.2.9 EMERGENCY LIGHTING. EMERGENCY LIGHTING SHALL BE
	PROVIDED IN NORMALLY OCCUPIED STORAGE OCCUPANCIES IN
	ACCORDANCE
	WITH SECTION 7.9, EXCEPT FOR SPACES OCCUPIED ONLY
	DURING DAYLIGHT
	HOURS WITH NATURAL ILLUMINATION IN ACCORDANCE WITH
	42.2.8.2.
	42.2.10 MARKING OF MEANS OF EGRESS. MEANS OF EGRESS
	SHALL
	HAVE SIGNS IN ACCORDANCE WITH SECTION 7.10.

	PLEASE REVIEW AND MAKE CORRECTIONS AS APPLICABLE.



	10) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
	REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
	ABOVE.



	11) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
	RE-SUBMITTAL OF THE ABOVE.


	PETER LEDUC
	FIRE MARSHAL
	561-804-4709
	[email protected]

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2019-05-09			Cont ID
Sent By	pvalenti			Date	2019-05-09	Time	08:01	Rev Time	0.00
Received By	pvalenti			Date	2019-05-07	Time	15:25	Sent To

Notes

2019-05-08 15:26:09

RESUB ROUTED TO THUNT

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2019-05-06			Cont ID
Sent By	shill			Date	2019-05-02	Time	06:40	Rev Time	0.00
Received By	shill			Date	2019-04-16	Time	14:20	Sent To

Notes

2019-04-17 14:20:33

C09

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date				Cont ID
Sent By				Date	2019-04-09	Time		Rev Time	0.00
Received By	lmarchan			Date	2019-02-26	Time	16:21	Sent To

Notes

2019-02-27 16:21:44

C13

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	N	Date	2019-04-03			Cont ID
Sent By	jwitmer			Date	2019-04-03	Time	09:37	Rev Time	0.00
Received By	jwitmer			Date	2019-04-02	Time	11:29	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2019-04-25			Cont ID
Sent By	ccole			Date	2019-04-25	Time	16:33	Rev Time	0.00
Received By	ccole			Date	2019-04-25	Time	16:33	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	P	Date	2019-04-09			Cont ID
Sent By	ccole			Date	2019-04-09	Time	15:14	Rev Time	0.00
Received By	ccole			Date	2019-04-09	Time	15:02	Sent To	I

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2019-05-08			Cont ID
Sent By	thunt			Date	2019-05-08	Time	16:50	Rev Time	0.00
Received By	thunt			Date	2019-05-08	Time	16:50	Sent To	B

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2019-04-24			Cont ID
Sent By	thunt			Date	2019-04-24	Time	13:29	Rev Time	0.00
Received By	thunt			Date	2019-04-24	Time	13:29	Sent To

Notes

2019-05-06 07:11:18	PLUMBING 2ND REVIEWDENIED

	1) ANSWERED**

	2) NOT ADDRESSED**MENS TOILET COMPARTMENT IS MISSING
	THE SINK WITH-IN. SHT'S. A1-1, A2, A3.0 ALL SHOW A
	TOILET COMPARTMENT WITH IN THE TOILET ROOM. ALL TOILET
	COMPARTMENTS SHALL HAVE AN ACCESSIBLE TOILET WITH IN IT
	FBC-A 604.8.1.6

	3) NOT ADDRESSED** PROVIDE ALL REQUIRED CLEAR FLOOR
	SPACE AND TURNING SPACE FOR EACH FIXTURE LESS THE MOP
	SINK. BOTH THE DRINKING FOUNTAIN AND BREAK SINK SHALL
	HAVE THE CLEAR FLOOR SPACE PROVIDED.FBC-A 603.2.1,
	606.2, 305, 306

	4) ANSWERED**

	5) ANSWERED**

	7) ANSWERED**

	TIM HUNT
	PLUMBING PLANS EXAMINER/ PLUMBING INSPECTOR
	CITY OF WEST PALM BEACH
	561-248-2703
	[email protected]
	[email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2019-04-05			Cont ID
Sent By	thunt			Date	2019-04-05	Time	11:42	Rev Time	0.00
Received By	thunt			Date	2019-04-05	Time	10:58	Sent To

Notes

2019-04-05 11:42:42	PLUMBING 1ST REVIEWDENIED

	1) PROVIDE OCCUPANCY LOAD. FBC 107.3.5

	2) MENS TOILET COMPARTMENT IS MISSING THE SINK WITH-IN.
	FBC-A 604.8.1.6

	3) PROVIDE ALL REQUIRED CLEAR FLOOR SPACE AND TURNING
	SPACE FOR EACH FIXTURE LESS THE MOP SINK. FBC-A
	603.2.1, 606.2, 305, 306

	4) PROVIDE MEASUREMENT SHOWING MIRROR WITH BE MAX 40"
	TO THE REFLECTIVE SURFACE.

	5) SHT.P1.0 CALLS OUT FOR THE TOILET 18" MIN FROM SIDE
	WALL. THE TOILET SHALL BE 16"-18" FROM SIDE WALL. 18"
	WOULD BE THE MAX ALLOWED. FBC-A 604.2

	6) SHT,P1.0 CALLS OUT FOR THE GRAB BARS TO BE MOUNTED
	33"-36" TO THE CENTER. FBC-A 609.4 CALLS FOR THE
	MEASUREMENT TO BE TO THE TOP OF THE GRIPPING SURFACE.

	7) PROVIDE MORE DETAIL ON THE DESIGN OF THE SHELF THE
	WATER HEATER IS TO BE STORED ON. LIST MAX WEIGHT THIS
	DESIGN IS CAPABLE OF HANDLING WITH THE HEATER BEING
	FULL OF WATER. FBC 107.2.1


	TIM HUNT
	PLUMBING PLANS EXAMINER/ PLUMBING INSPECTOR
	CITY OF WEST PALM BEACH
	561-248-2703
	[email protected]
	[email protected]

Review Stop	Z			ZONING
Rev No	2	Status	P	Date				Cont ID
Sent By				Date	2019-05-02	Time		Rev Time	0.00
Received By	pgreilic			Date	2019-05-02	Time	13:12	Sent To

Notes

2019-05-02 13:13:35	PAUL GREILICH, SENIOR PLANNER
	[email protected]
	561-822-1443

Review Stop	Z			ZONING
Rev No	1	Status	P	Date				Cont ID
Sent By	pgreilic			Date	2019-03-05	Time		Rev Time	0.00
Received By	pgreilic			Date	2019-03-05	Time	14:14	Sent To

Notes

2019-03-05 14:23:15	PAUL GREILICH, SENIOR PLANNER
	561-822-1443
	[email protected]