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Plan Review Details - Permit 17060677

Plan Review Stops For Permit 17060677

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	4	Status	P	Date	2017-08-03			Cont ID
Sent By	shill			Date	2017-08-03	Time	13:03	Rev Time	0.00
Received By	shill			Date	2017-08-03	Time	13:02	Sent To

Notes

2017-08-03 13:05:05	PROVISO

	NO REVISION REQUIRED TO BE SUBMTITED TO BUILDING
	DIVISION UNLESS REQUESTED BY THE INSPECTOR

	FBC BUILDING 1609, PROVIDE A DETAIL OR SPECIFICATION
	FOR ATTACHMENT OF THE MECHANICAL UNIT TO THE CURB.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2017-08-02			Cont ID
Sent By	shill			Date	2017-08-02	Time	11:37	Rev Time	0.00
Received By	shill			Date	2017-08-02	Time	11:37	Sent To

Notes

2017-08-02 11:47:29	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	2014 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.

	COMMENT FROM PREVIOUS LISTS:

	2) SEMI-COMPLIED. FOR ALL ROOF TOP EQUIPMENT, PLEASE
	PROVIDE THE DETAIL FOR THE ATTACHMENT FROM THE ROOF
	STAND TO THE EQUIPMENT ABOVE.
	2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
	MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
	METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
	EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
	AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
	EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
	OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
	SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
	LOADS.

	3RD REVIEW - PLAN WAS NOT REVISED. RESPONSE LETTER
	PROVIDES A DESCRIPTION OF A DETAIL (APPEARS TO BE
	7-A5.01, ALREADY ON PLAN), AND AT THE END OF THE
	DESCRIPTION STATES "THE UNIT WILL BE CONNECTED TO THE
	NEW SUPPORT STEEL USING 1/2' STAINLESS STEEL BOLTS."
	RESPONSE LETTER ALSO REFERS TO ATTACHED PRODUCT SHEET.

	COMMENT #2 REQUESTS "A DETAIL FOR ATTACHMENT FROM THE
	ROOF STAND TO THE EQUIPMENT ABOVE". THE PRODUCT SHEET
	CANNOT BE USED TO SPECIFY ATTACHMENT (NOT SIGNED AND
	SEALED, NO WIND DESIGN CRITERIA, LACKS FASTENING
	SPECIFICATION.

	THE RESPONSE LETTER DOES NOT ADDRESS THE COMMENT; 1/2"
	STAINLESS STEEL BOLTS IS TOO GENERAL AND THE RESPONSE
	LETTER IS NOT RETAINED AS A PART OF THE PERMIT
	DOCUMENTS.

	EITHER A SEPARATE DETAIL CAN BE PROVIDED, OR THE DETAIL
	ON THE PLAN CAN BE MODIFIED TO INCLUDE THE
	SPECIFICATION.

	PLEASE REVISE PLAN TO INCLUDE THE INFORMATION
	REQUESTED; ALSO INCLUDE INFORMATION SUCH AS NUMBER
	REQUIRED, OR FASTENING PATTERN AS APPLICABLE, DIAMETER,
	LENGTH.

	THIS MAY BE A PROVISO ITEM UPON REQUEST. PLANS HAVE
	BEEN STAMPED.

	7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
	& REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
	NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.


	SAMANTHA HILL
	(FOR JAMES A. WITMER BN, PX, CBO)
	CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
	DEPARTMENT
	401 CLEMATIS ST.
	WEST PALM BEACH. FL 33402
	TEL: 561-805-6724
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2017-07-14			Cont ID
Sent By	jwitmer			Date	2017-07-14	Time	15:52	Rev Time	0.00
Received By	jwitmer			Date	2017-07-14	Time	14:05	Sent To

Notes

2017-07-14 15:52:06	2014 FBC- BUILDING PLAN REVIEW
	W. P. B. PERMIT: 17060677
	ADD: 2218 S. DIXIE HWY.
	CONT: BEELINE BUILDING CORP.
	TEL: 561-254-6779
	E-MAIL: [email protected]

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

	2014 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.

	2ND REVIEW
	DATE: FRI. JULY 14, 2017
	ACTION: DENIED

	1) COMPLIED.

	2) SEMI-COMPLIED. FOR ALL ROOF TOP EQUIPMENT, PLEASE
	PROVIDE THE DETAIL FOR THE ATTACHMENT FROM THE ROOF
	STAND TO THE EQUIPMENT ABOVE.
	2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
	MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
	METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
	EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
	AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
	EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
	OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
	SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
	LOADS.

	3-6) COMPLIED.

	7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
	& REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
	NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
	DEPARTMENT
	401 CLEMATIS ST.
	WEST PALM BEACH. FL 33402
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2017-06-23			Cont ID
Sent By	jwitmer			Date	2017-06-23	Time	11:37	Rev Time	0.00
Received By	jwitmer			Date	2017-06-23	Time	09:01	Sent To

Notes

2017-06-23 11:37:04	2014 FBC- BUILDING PLAN REVIEW
	W. P. B. PERMIT: 17060677
	ADD: 2218 S. DIXIE HWY.
	CONT: BEELINE BUILDING CORP.
	TEL: 561-254-6779
	E-MAIL: [email protected]

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

	2014 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
	DATE: FRI. JUNE 23, 2017
	ACTION: DENIED

	1) THERE IS A DISCREPANCY IN THE PLANS. SHEET A3.01
	INDICATES A NEW ROOF TOP UNIT WHEREAS THE MECHANICAL
	SHEET M3.01 INDICATES THE REPLACEMENT OF (2) 6 TON ROOF
	TOP UNITS AND THE REPLACEMENT OF AN EXISTING 15 TON
	ROOF TOP UNIT. WHEN WE VIEW THIS PROPERTY WITH EITHER
	THE PALM BEACH COUNTY PROPERTY APPRAISERS AERIAL
	PICTURES, OR THE COUNTY WIDE GIS/ GOOGLE, BING OR
	PICTORIAL AERIAL PHOTOGRAPHS THERE ARE ONLY (2) ROOF
	TOP UNITS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
	PLEASE CORRECT PLANS TO DEPICT AN ACCURATE ACCOUNTING
	OF EXISTING ROOF TOP UNITS.

	2) FOR THE NEW ROOF TOP UNIT, THE PLANS WILL NEED TO
	PROVIDE DETAILS FOR THE TYPE OF ROOF FRAMING, WOOD
	TRUSSES, METAL BAR JOIST AND OR CONCRETE T SYSTEM OR
	TWIN T SYSTEMS, TYPE OF ROOF DECK AND THE REQUIRED
	FRAMING AROUND THE NEW ROOF PENETRATION, AND ATTACHMENT
	OF ROOF TOP CURB TO THE ROOF FRAMING SYSTEM AS WELL AS
	THE NEW RTU TO THE CURB.
	FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
	DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
	AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.

	2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
	MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
	METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
	EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
	AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
	EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
	OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
	SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
	LOADS.

	3) FOR THE 2 REPLACEMENT ROOF TOP UNITS, PLEASE PROVIDE
	IF THE EXISTING CURB IS TO BE USED, IF EITHER A NEW
	CURB OR CURB ADAPTOR WILL BE REQUIRED, AND PROVIDE THE
	ANCHORING SYSTEM FOR THE CURB ADAPTOR AND THE ANCHORS
	REQUIRED TO ANCHOR THE REPLACEMENT RTU, UNITS. 2014
	FBC-B 1604.4 ANALYSIS. 2014 FBC-M- 301.15 WIND
	RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
	SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
	INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN
	ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.

	4) NEITHER THE ARCHITECTURAL SHEETS NOR MECHANICAL
	SHEETS PROVIDE THE WIND DESIGN CRITERIA FOR THE NEW
	ROOF TOP & REPLACEMENT RTU UNITS. 2014 FBC-B 1603.1.4
	WIND DESIGN DATA.

	5) PLEASE NOTE EXISTING ROOF TOP UNITS ARE BEING
	REPLACED AND NEW ROOF TOP UNITS, PLEASE SHOW COMPLIANCE
	WITH:
	2014 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE
	PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH
	OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE
	LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN
	SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS
	LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR,
	ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO
	AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533
	MM) IN DIAMETER. THE GUARD SHALL EXTEND NOT LESS THAN
	30 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE,
	EQUIPMENT, FAN OR COMPONENT.

	6) 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..

	7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
	& REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
	NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
	DEPARTMENT
	401 CLEMATIS ST.
	WEST PALM BEACH. FL 33402
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	3	Status	P	Date	2017-07-28			Cont ID
Sent By	jpearson			Date	2017-07-28	Time	10:02	Rev Time	0.00
Received By	jpearson			Date	2017-07-28	Time	10:02	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2017-07-21			Cont ID
Sent By	jpearson			Date	2017-07-21	Time	14:27	Rev Time	0.00
Received By	jpearson			Date	2017-07-21	Time	14:27	Sent To

Notes

2017-07-21 15:01:39	CODES IN EFFECT:
	FLORIDA BUILDING CODE 2014 5TH EDITION
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
	EDITION
	NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE

	ELECTRICAL REVIEW COMMENTS (2ND REVIEW):

	1. LIGHTING PLAN SHOWS 1 OFFICE AND 2 BATHROOMS WITH
	OCCUPANCY SENSORS, BUT NO OTHER AREAS SHOW THE REQUIRED
	CONTROL. THE MECHANICAL ROOM HAS A STANDARD SWITCH, AND
	THE SALES AREAS SAY THAT THEY ARE TO BE CONNECTED TO
	LCP, BUT NO DETAIL IS PROVIDED FOR LCP AND NO OCCUPANCY
	SENSORS ARE SHOWN ON PLAN. CLARIFY AND/OR CORRECT. FBC
	107.2.1, C405.2.2
	2. SHOW LOCATION OF PANEL MDP ON POWER PLAN. FBC
	107.2.1
	3. AHU-1 IS BEING FED FROM PANEL AC AND IS SHOWN ON A
	20 AMP BREAKER WITH #12 WIRE. SPECS FROM THE MECHANICAL
	PLAN STATE THAT THE MINIMUM CIRCUIT AMPACITY FOR THIS
	IS 79 AMPS AND THE MAXIMUM OVER CURRENT PROTECTION
	(OCP) IS SHOWN AS 80 AMP. PROVIDE CORRECTION. NEC
	110.3, 310.15(B)(16), 440.22(C), FBC 107.2.1
	4. LOAD CALCULATION FOR PANEL AC DOES NOT INCLUDE THE
	ACCURATE LOAD FOR AHU-1. IT ALSO SHOWS THE MOTOR LOAD
	AT 100% INSTEAD OF THE REQUIRED 125%. PROVIDE
	CORRECTION AND UPDATE PANEL AC AND PANEL C WITH THIS
	INFORMATION. IT APPEARS THAT PANEL AC OCP AND POSSIBLY
	PANEL C WILL BE OVERLOADED WHEN THIS IS INCLUDED. MAKE
	ANY ADJUSTMENTS TO EQUIPMENT OR OCP AS NEEDED. FBC
	107.2.1, NEC 220, 215.2, 215.3, 408.30
	5. RISER DIAGRAM NEEDS TO BE COMPLETE WITH ALL WIRE
	SIZES TO CONFIRM CODE COMPLIANCE. VERIFYING WIRE AT
	LATER DATE IS NOT ACCEPTABLE. PROVIDE CORRECTION. NEC
	215.5, FBC 107.2.1
	6. RISER DIAGRAM STATES THAT THE ESTIMATED FAULT
	CURRENT IS 21,000, WHICH MATCHES THE RATING OF PANEL
	MDP. THE CALCULATION PROVIDED STATES THAT THE FAULT
	CURRENT IS 23,192, WHICH IS IN EXCESS OF THE RATING OF
	PANEL MDP. PROVIDE LETTER FROM POWER COMPANY WITH
	ACCURATE FAULT CURRENT, ADJUST EQUIPMENT AS NECESSARY.
	NEC 110.9, 110.10
	7. PROVIDE ACCURATE LOAD CALCULATION FOR PANEL A,
	SEVERAL LOADS ARE MISSING/NOT INCLUDED. SIZE EQUIPMENT
	AND OCP AS NEEDED. NEC 220, 215.2, 215.3, 408.30
	8. PROVIDE LOAD CALCULATION FOR ENTIRE SERVICE TO
	CONFIRM THAT THE SERVICE IS NOT OVERLOADED. WHILE THE
	OTHER SPACE IS STATED AS BEING VACANT, IF IT IS USED IN
	THE FUTURE THIS COULD BE A PROBLEM. OUT OF THE
	AVAILABLE 400 AMP SERVICE, APPROXIMATELY 300 AMPS ARE
	REQUIRED FOR THIS TENANT. PROVIDE FULL LOAD
	CALCULATION, UPGRADE SERVICE IF NECESSARY. NEC 220,
	230.31, FBC 107.2.1


	PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
	RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
	INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
	PREVIOUSLY REVIEWED SHEETS.

	SINCERELY,

	JOHN PEARSON
	ELECTRICAL PLANS EXAMINER
	561-805-6746
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2017-06-22			Cont ID
Sent By	jleahy			Date	2017-06-22	Time	18:07	Rev Time	0.00
Received By	jleahy			Date	2017-06-22	Time	17:59	Sent To

Notes

2017-06-22 18:06:52	CODES IN EFFECT:
	FLORIDA BUILDING CODE 2014 5TH EDITION
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH ED
	NFPA 70 2011 EDITION

	JAKE LEAHY
	ELECTRICAL PLANS EXAMINER II
	561-805-6713
	[email protected]

	FBC- 107.3.5.3 ? ELECTRIC SERVICE RISER WITH WIRE
	SIZES, CONDUIT DETAIL AND GROUNDING DETAIL. COMPLETE
	LOAD CALCULATIONS, PANEL SCHEDULES AND SHOW CIRCUITS ON
	FLOOR PLAN.

	C405.2 LIGHTING CONTROLS (MANDATORY).
	LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS
	SPECIFIED IN SECTIONS C405.2.1, C405.2.2, C405.2.3 AND
	C405.2.4.

	C405.2.1 MANUAL LIGHTING CONTROLS.
	ALL BUILDINGS SHALL INCLUDE MANUAL LIGHTING CONTROLS
	THAT MEET THE REQUIREMENTS OF SECTIONS C405.2.1.1 AND
	C405.2.1.2.

	C405.2.1.1 INTERIOR LIGHTING CONTROLS.
	EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING
	PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR
	THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS
	SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS
	OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED
	AND INDICATES THEIR STATUS.

	C405.2.2.2 OCCUPANCY SENSORS.
	OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS,
	CONFERENCE/MEETING ROOMS, EMPLOYEE LUNCH AND BREAK
	ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS AND
	JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET
	(28 M2) OR LESS ENCLOSED BY FLOOR-TO-CEILING HEIGHT
	PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE
	INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30
	MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL
	EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO
	AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50
	PERCENT POWER.

	EXCEPTION: FULL AUTOMATIC-ON CONTROLS SHALL BE
	PERMITTED TO CONTROL LIGHTING IN PUBLIC CORRIDORS,
	STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS
	AND LOBBIES, AND AREAS WHERE MANUAL-ON OPERATION WOULD
	ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING
	OCCUPANTS

	NO OUTLETS SHOWN ON DRAWINGS

	FAULT CURRENT CALCULATION REQUIRED PER 110.21

	A/C EQUIPMENT SHOWN BUT NO ELECTRIC.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2017-07-17			Cont ID
Sent By	pleduc			Date	2017-07-17	Time		Rev Time	0.00
Received By	pleduc			Date	2017-07-17	Time	13:38	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2017-06-19			Cont ID
Sent By	pleduc			Date	2017-06-19	Time		Rev Time	0.00
Received By	pleduc			Date	2017-06-19	Time	13:04	Sent To

Notes

2017-06-19 14:06:13	THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
	MARSHAL, WITH THE FOLLOWING COMMENTS:



	1) SHEET A 3.01 - ON THE WAY TO THE FRONT EXIT DOOR,
	THERE IS A SPACE TO GO THROUGH BETWEEN DISPLAY 8 & 6 ON
	THE DIAGONAL. THE DIMENSION OF THIS DIAGONAL SPACE IS
	NOT INDICATED AND SHALL MEET THE MINIMUM REQUIREMENTS
	OF THE CODE.

	NFPA 101 CHAPTER 7 MEANS OF EGRESS

	7.3.4 MINIMUM WIDTH.
	7.3.4.1 THE WIDTH OF ANY MEANS OF EGRESS, UNLESS
	OTHERWISE PROVIDED IN 7.3.4.1.1 THROUGH 7.3.4.1.3,
	SHALL BE AS FOLLOWS:
	(1) NOT LESS THAN THAT REQUIRED FOR A GIVEN EGRESS
	COMPONENT IN THIS CHAPTER OR CHAPTERS 11 THROUGH 43
	(2) NOT LESS THAN 36 IN. (915 MM) WHERE ANOTHER PART OF
	THIS CHAPTER AND CHAPTERS 11 THROUGH 43 DO NOT SPECIFY
	A MINIMUM WIDTH


	NFPA 101 CHAPTER 36, NEW MERCANTILE

	36.2.5.5 REQUIRED AISLES SHALL BE NOT LESS THAN 36 IN.
	(915 MM) INCLEAR WIDTH.


	PLEASE PROVIDE THE APPLICABLE DIMENSION AND ENSURE THAT
	IT MEETS THE MINIMUM REQUIRMENTS AT ALL TIMES.




	2) SHEET A 3.01 - THERE IS A NEW DOOR INDICATED LEADING
	TO THE VESTIBULE. THERE IS NO DOOR SCHEDULE FOR THIS
	DOOR INCLUDING, BUT NOT LIMITED TO, EXIT HARDWARE. ALL
	OTHER DOORS ARE ALSO NOT ACCOUNTED FOR ON A DOOR
	SCHEDULE.

	36.2.2.2 DOORS.
	36.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
	PERMITTED.
	36.2.2.2.2* LOCKS COMPLYING WITH 7.2.1.5.5 SHALL BE
	PERMITTED ONLY ON PRINCIPAL ENTRANCE/EXIT DOORS.

	7.2.1 DOOR OPENINGS.
	7.2.1.1 GENERAL.
	7.2.1.1.1 A DOOR ASSEMBLY IN A MEANS OF EGRESS SHALL
	CONFORM TO THE GENERAL REQUIREMENTS OF SECTION 7.1 AND
	TO THE SPECIAL REQUIREMENTS OF 7.2.1.

	7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
	7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
	READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS
	OCCUPIED.
	7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY
	TO DOOR LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER
	EXPOSURE TO ELEVATED TEMPERATURE IN ACCORDANCE WITH THE
	LISTING, BASED ON LABORATORY FIRE TEST PROCEDURES.
	7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
	OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR
	OPERATION FROM THE EGRESS SIDE.
	7.2.1.5.4 THE REQUIREMENTS OF 7.2.1.5.1 AND 7.2.1.5.3
	SHALL NOT APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 18
	THROUGH 23.


	PLEASE REIVEW AND PROVIDE A DETAILED DOOR SCHEDULE.


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


	4) 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	2017-08-02			Cont ID
Sent By	shill			Date	2017-08-02	Time	11:47	Rev Time	0.00
Received By	shill			Date	2017-07-26	Time	16:36	Sent To

Notes

2017-07-27 16:37:26

B05

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2017-07-21			Cont ID
Sent By	jpearson			Date	2017-07-21	Time	15:01	Rev Time	0.00
Received By	jpearson			Date	2017-07-10	Time	10:08	Sent To

Notes

2017-07-12 10:08:45

B05

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2017-06-23			Cont ID
Sent By	jwitmer			Date	2017-06-23	Time	11:37	Rev Time	0.00
Received By	jwitmer			Date	2017-06-14	Time	11:35	Sent To

Notes

2017-06-16 11:35:47

B05

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	N	Date	2017-06-23			Cont ID
Sent By	jwitmer			Date	2017-06-23	Time	11:37	Rev Time	0.00
Received By	jwitmer			Date	2017-06-23	Time	09:28	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2017-08-01			Cont ID
Sent By	ccole			Date	2017-08-01	Time	12:45	Rev Time	0.00
Received By	ccole			Date	2017-08-01	Time	12:45	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2017-07-19			Cont ID
Sent By	ccole			Date	2017-07-19	Time	17:32	Rev Time	0.00
Received By	ccole			Date	2017-07-19	Time	13:37	Sent To

Notes

2017-07-19 17:44:54	2ND REVIEW FBC-2014 MECHANICAL
	PERMIT #17060677
	7/19/17

	PLAN REVIEW RESULTS: DENIED.

	1) AS PREVIOUSLY REQUESTED PLEASE PROVIDE AN AHRI
	CERTIICATE FOR THE NEW 15 TON SYSTEM- SECTION C101.4.7
	FBC-14 ENERGY CONSERVATION.

	2) SHEET M1.01: THE O/A INTAKE OPENING FOR THE
	MECHANCIAL ROOM IS NOT IN COMPLIANCE WITH SECTION 401.4
	(2) WHICH SPECIFIES A MINIMUM 10' CLEARANCE DISTANCE
	FROM THE PARKING LOT AREA.

	3) M1.01: THE 9" FLEX DUCT SUPPLYING THE TWO 250 CFM
	DIFFUSERS OVER THE DISPLAY BOX 2 AREA IS UNDERSIZED AT
	1.0 W.G PRESSURE. PLEASE UPSIZE THE DUCT TO MINIMUM 10"
	DIAMETER.

	4) M2.01: PLEASE ADD THE 0.6 CFM/SF CALCULATION TO THE
	TORAL REQUIRED CFMS OF O/A FOR THE SHOWROOM- TABLE
	403.3.

	4) A5.01: INDICATE HOW THE CONDENSER WILL BE ANCHORED
	TO THE NEW SUPPORT STEEL- SECTION 301.15.

	CHRISTOPHER L. COLE
	MECHANICAL PLANS EXAMINER
	401 CLEMATIS STREET
	WEST PALM BEACH FL 33401
	561-805-6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2017-06-21			Cont ID
Sent By	ccole			Date	2017-06-21	Time	12:47	Rev Time	0.00
Received By	ccole			Date	2017-06-21	Time	12:47	Sent To

Notes

2017-06-21 13:25:20	1ST REVIEW FBC-2014 MECHANICAL, EXISTING, ENERGY
	CONSERVATION CODES.
	PERMIT #17060677
	6/21/17

	1) SUBMIT TWO COPIES OF THE DEVELOPMENT SERVICES
	DEPARTMENT AC CHANGEOUT FORM FOR THE REPLACED 15-TON
	AIR HANDLER AND THE TWO 6-TON CONDENSER UNITS.

	2) REFER TO SECTION C101.4.7 EXCEPTIONS FBC-14 ENERGY
	CONSERVATION: MATCHING SYSTEMS ARE REQUIRED FOR
	REPLACEMENT OF THE 15-TON SYSTEM AND THE MATCH MUST BE
	VERIFIED BY ANYONE OF THE FOLLOWING MEANS: A) AHRI
	CERTIFICATE B) ACCREDITTED LABORATORY C) MANUFACTURER'S
	LETTER D) LETTER FROM A FL. REGISTERED PROFESSIONAL
	ENGINEER.

	3) MECHANICAL PLAN M3.01: PROVIDE AN AC EQUIPMENT
	SCHEDULE ON THE PLAN.

	4) M3.01: INDICATE THE TYPE OF RETURN AIR DOOR TO BE
	INSTALLED AT THE MECHANICAL/ELECTRICAL ROOM. PLEASE
	NOTE THAT THE DOOR SHALL BE NON-COMBUSTIBLE PER SECTION
	C403.2.7.2 FBC-14 ENERGY CONSERVATION, AND SECTION 602
	FBC-14 MECHANICAL. PLEASE REVIEW ALL SUB-SECTIONS OF
	SECTION 602 FOR ALL MATERIALS ALLOWED TO BE IN THE
	PLENUM INCLUDING ELECTRICAL EQUIPMENT AND WIRING, FOAM
	PLASTIC ETC. PLEASE NOTE THAT NO FUEL-FIRED APPLIANCES
	OR EQUIPMENT ARE PERMITTED TO BE LOCATED IN THE ROOM-
	SECTION 602.1.

	5) M3.01: REFER TO SECTION 606.2.1 FBC-14 MECHANICAL
	AND SHOW THE LOCATION(S) OF THE REQUIRED SMOKE
	DETECTOR(S) IN THE MECHANICAL ROOM.

	6) M3.01: REFER TO SECTION 809.2 FBC-14 EXISTING
	BUILDING CODE AND PROVIDE MINIMUM VENTILATION
	CALCULATIONS FOR ALL ROOMS AND SPACES PER TABLE 403.3
	FBC-14 MECHANICAL. PROVIDE A SCHEDULE THAT INDICATES
	THE REQUIRED AND PROVIDED CFMS OF OUTDOOR AIR.

	7) A3.01 & M3.01: THE TWO NEW OFFICES 102, AND
	EXECUTIVE OFFICE102 ROOMS BEING CREATED WILL REQUIRE
	RETURN AIR TO ACHIEVE BALANCED AIR FOR THE SYSTEM-
	SECTION 601.5. PLEASE PROVIDE DETAILS AND INDICATE THE
	AMOUNT OF SUPPLY CFMS AT EACH DIFFUSER LOCATION IN THE
	NEW ROOMS. IT MAY BE HELPFUL FOR THE DESIGN
	PROFESSIONAL TO ASSIGN DIFFERENT ROOM NUMBERS TO EACH
	OF THE THREE OFFICES.

	8) M3.01: PROVIDE EXHAUST VENTILATION FOR THE NEW
	TOILET ROOMS- TAVBLE 403.3.

	9) SHOW THE LOCATIONS OF THE NEW 6-TON CONDENSERS AND
	PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION- SECTION
	301.15 FBC-14 MECHANICAL.

	CHRISTOPHER L. COLE
	MECHANICAL PLANS EXAMINER
	401 CLEMATIS STREET
	WEST PALM BEACH FL 33401
	561-805-6719
	[email protected]

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2017-07-20			Cont ID
Sent By	gjohnson			Date	2017-07-20	Time	16:55	Rev Time	0.00
Received By	gjohnson			Date	2017-07-20	Time	13:46	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2017-06-23			Cont ID
Sent By	gjohnson			Date	2017-06-23	Time	07:17	Rev Time	0.00
Received By	gjohnson			Date	2017-06-21	Time	15:44	Sent To

Notes

2017-06-23 07:25:42	1ST REVIEW: FBC 2014 5TH EDITION

	PLUMBING COMMENTS:

	1. PLEASE PROVIDE DETAILED SCOPE OF PLUMBING WORK THE
	RISERS ON THE PLUMBING PAGE ARE UNCLEAR TWO OF THE
	RISERS ARE LABELED NEW ADA BATH BUT NO NEW BATHROOM IS
	SHOWN ON THE FLOOR PLAN. ANOTHER RISER SHOWS TWO NEW
	LAVS BUT NONE SHOWN ON FLOOR PLAN PLEASE CLARIFY. PER
	WPB AMEND TO FBC 107.2.1

	2. ANY NEW SINKS INCLUDING BREAKROOM SINKS SHALL COMPLY
	WITH. FBC ACC 606.2 AND 606.3

	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
	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 REMOVE OR VOID
	THE PREVIOUSLY REVIEWED SHEETS.

	GEORGE JOHNSON
	PLUMBING PLANS EXAMINER
	CITY OF WEST PALM BEACH
	561-805-6711
	[email protected]