City of West Palm Beach eGovPlus

Plan Review Details - Permit 16080300

Plan Review Stops For Permit 16080300

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2016-11-29			Cont ID
Sent By	jwitmer			Date	2016-11-29	Time	10:10	Rev Time	0.00
Received By	jwitmer			Date	2016-11-29	Time		Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2016-11-05			Cont ID
Sent By				Date	2016-11-05	Time		Rev Time	0.00
Received By	jwitmer			Date	2016-11-05	Time	06:25	Sent To

Notes

2016-11-05 07:10:21	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 16080300
	ADD: 5016 SOUTH DIXIE HWY.
	CONT: TBD/ TO BE DETERMINED
	TEL: 561-762-2713
	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: SAT. NOV. 05/2016
	ACTION: BUILDING PROVISO

	1) PROVISO: SHEET SP-1 SEPARATE PERMITS ARE REQUIRED
	FOR PAVING AND STRIPPING, LANDSCAPE, IRRIGATION,
	AWNINGS AND SIGNS ARE UNDER SEPARATE PERMIT, REVIEWS
	AND FEES. 105.1 REQUIRED PERMITS.

	2) PROVISO: SHEET SP-1 SHOWS WORK ON THE LOT TO THE
	NORTH BEING ACCOMPLISHED UNDER THIS PERMIT. PLEASE NOTE
	THE LOT TO THE NORTH 5008 S. DIXIE IS ALSO OWNER BY A
	DIFFERENT OWNER AND WOULD REQUIRE A SEPARATE
	PERMIT.105.1 REQUIRED PERMITS.

	3) PROVISO: DEFERRED SUBMITTAL : 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) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(G) PRE-ENGINEERED A/C STANDS

	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. DEFERRED SUBMITTAL ITEMS
	SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL
	DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

	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	2016-09-07			Cont ID
Sent By	jwitmer			Date	2016-09-07	Time	17:25	Rev Time	0.00
Received By	jwitmer			Date	2016-09-07	Time	14:18	Sent To

Notes

2016-09-07 17:11:56	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 16080300
	ADD: 5016 SOUTH DIXIE HWY.
	CONT: TBD/ TO BE DETERMINED
	TEL: 561-762-2713
	E-MAIL: NO E-MAIL ADDRESS PROVIDED FOR
	COMMUNICATION!!!!!!!!!

	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: WED. SEPT. 07/2016
	ACTION: DENIED

	1) THE COVERSHEET UNDER THE HEADING PROJECT INFORMATION
	LIST THIS AS A BUSINESS OCCUPANCY, TRAINING AND SKILL
	DEVELOPMENT, NOT ASSOCIATED WITH A SCHOOL. DEPENDING ON
	THE AGE OF THE STUDENTS THIS OCCUPANCY COULD BE ANY OF
	THE THREE, DAY CARE I-4 , EDUCATIONAL OR BUSINESS ?
	2014 FBC-B ,308.6 305.1 & B 304.1.
	PLEASE PROVIDE THE AGE GROUP OF THE STUDENTS, IF THE
	BUILDING IS TO BE USED BY MULTIPLE AGE GROUPS, THEN IT
	WOULD BE CONSIDERED A MIXED USE OCCUPANCY. ADDITIONAL
	INFORMATION IS REQUIRED.

	2) SHEET SP-1 SEPARATE PERMITS ARE REQUIRED FOR PAVING
	AND STRIPPING, LANDSCAPE, IRRIGATION, AWNINGS AND SIGNS
	ARE UNDER SEPARATE PERMIT, REVIEWS AND FEES. 105.1
	REQUIRED PERMITS.

	3) SHEET SP-1 SHOWS WORK ON THE LOT TO THE NORTH BEING
	ACCOMPLISHED UNDER THIS PERMIT. PLEASE NOTE THE LOT TO
	THE NORTH 5008 S. DIXIE IS ALSO OWNER BY A DIFFERENT
	OWNER AND WOULD REQUIRE A SEPARATE PERMIT.
	105.1 REQUIRED PERMITS.

	4) BOTH SHEETS SP-1 AND S-1 SHOW A NEW ACCESSIBLE
	PARKING SPACE, PLEASE SEE THE CITY OF WEST PALM BEACH
	MUNI CODE SECTION 94-485 FOR THE REQUIRED COLOR AND
	STRIPING OF AN ACCESSIBLE PARKING SPACE AND ACCESS
	AISLE.
	ACCESS. CODE 502.3.3 MARKING. ACCESS AISLES SHALL BE
	MARKED SO AS TO DISCOURAGE PARKING IN THEM.
	THE ACCESS AISLE MUST BE STRIPED DIAGONALLY TO
	DESIGNATE IT AS A NO-PARKING ZONE.
	ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF
	MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY
	BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
	BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE
	TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT
	THE AISLE BE CLEARLY MARKED.

	5) SHEET S-1 WILL NEED TO SHOW THE ELEVATION OF THE 2
	CORNER OF THE ACCESSIBLE PARKING SPACE AND THE OPPOSITE
	CORNERS OF THE ACCESS AISLE FOR COMPLIANCE WITH:
	ACCESS. CODE 502.4 FLOOR OR GROUND SURFACES. PARKING
	SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH
	302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
	PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT
	PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48
	SHALL BE PERMITTED.

	6) SHEET S-1 THE BOTTOM PORTION OF THE RAMP. THE BOTTOM
	LANDING HAS A ELEVATION MARK OF 15.10 FT., THE
	MID-LANDING A ELEVATION MARK OF 15.53 FT. MIDWAY UP THE
	RAMP THERE IS AN ELEVATION MARKED 15.03? IS THIS A
	TYPO? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
	7) SHEET S-2 SHOWS THE NEW ACCESSIBLE RAMP A SECTION
	4/S-3. THIS IS SECTION THROUGH THE RAMP IN A NORTH
	SOUTH DIRECTION. WHEN VIEWING THIS DETAIL THERE SHOWS A
	HANDRAIL SYSTEM, ALSO SEE SHEET A2 DETAIL 6. THERE IS A
	NOTE THAT THE ADA APPROVED HANDRAIL IS TO BE APPROVED
	BY THE OWNER.
	PLEASE SHOW COMPLIANCE WITH THE FOLLOWING REQUIREMENTS
	FOR HANDRAILS FOR RAMPS:
	2014 ACCESS. CODE 505.3 ? 505.10.2. ALL SECTIONS.

	8) SHEET A1 INDICATES A NEW DOOR OPENING AND THE
	EXISTING WINDOWS BEING REPLACED, SHEET S3 PROVIDES
	STRUCTURAL DETAILS FOR THE NEW DOOR OPENING AND A
	INFILL OF A DOOR TO NEW WINDOW OPENING. THE PLANS DO
	NOT PROVIDE THE WIND DESIGN CRITERIA;
	2014 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:

	8.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
	MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
	VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
	1609.3.1.

	8.2. RISK CATEGORY.

	8.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
	THAN ONE WIND EXPOSURE IS UTILIZED.

	8.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.

	8.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
	COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
	DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
	RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
	M2).

	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.

	9) 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) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES
	(G) PRE-ENGINEERED A/C STANDS

	10) 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..

	11) SHEET A100 THE ACCESSIBLE RESTROOM 107 HAS 2 WATER
	CLOSETS IN THE ONE RESTROOM. THE SMALLER CHILDS WATER
	CLOSET DOES NOT MEET THE SIDE CLEARANCE REQUIREMENTS OF
	ACCESS. CODE 604.3.1 BOTH THE OTHER WATER CLOSET AND
	DIAPER CHANGING TABLE ARE IN THE WAY.

	12) PLEASE NOTE CHILDRENS WATER CLOSETS ARE AGE
	SPECIFIC TO THE AGE OF THE CHILDREN SEE 604.9 AND
	ADVISORY 604.9. FOR CENTERLINES, TOILET SEAT HEIGHT,
	GRAB BAR HEIGHT AND DISPENSER HEIGHTS.

	13) ACCESSIBILITY DETAIL SHEET A000:
	13A) THE WATER CLOSET GRAB RAILS ARE SHOWN AS BEING
	MEASURED FROM THE CENTERLINE OF THE GRAB BAR. PLEASE
	UPDATE PLANS THE 2014 FBC-ACCESS. CODE 609.4 MEASURES
	THE GRAB BAR FROM THE TOP OF THE GRASPING SURFACE NOT
	THE CENTERLINE.

	13B) THE TYPICAL HANDICAPPED SIGNAGE IS SHOWN CENTERED
	AT THE HEIGHT OF 5 FOOT.
	2014 ACCESS. CODE 703.4.1 HEIGHT ABOVE FINISH FLOOR OR
	GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48
	INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR
	GROUND SURFACE, MEASURED FROM THE BASELINE OF THE
	LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM)
	MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE,
	MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE
	CHARACTER.

	14) FURTHER COMMENTS MAY BE FORTH COMING DEPENDING ON
	THE MECHANICAL REVIEW COMMENTS ADDITIONAL FRESHAIR WILL
	BE REQUIED AND POSSIBLY ADDTIONAL A/C EQUIPMENT ON THE
	ROOF TOP, 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.
	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

	15) THIS PLAN MAY END UP A CHANGE IN OCCUPANCY IF SO
	THEN IMPACT FEE ASSESSMENT SHALL OCCUR. BEFORE A PERMIT
	TO CONSTRUCT, MAY BE ISSUED, IMPACT FEES MUST BE PAID
	TO PALM BEACH COUNTY. THE ACTUAL PERMIT SET OF PLANS
	MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE PAID
	RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
	(561)233-5025 FOR MORE INFORMATION.

	16) 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]


2016-08-19 15:18:36	PRODUCT APPROVAL TO BE DEFERRED PER EMAIL FROM STEVEN
	VITEK SR. PROJECT MANAGER STEVEN E. MYOTT, ARCHITECT

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2016-10-26			Cont ID
Sent By	vperez			Date	2016-10-26	Time	11:18	Rev Time	0.00
Received By	vperez			Date	2016-10-26	Time	11:18	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	P	Date	2016-09-06			Cont ID
Sent By	vperez			Date	2016-09-06	Time	15:30	Rev Time	0.00
Received By	vperez			Date	2016-09-06	Time	15:30	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2016-10-27			Cont ID
Sent By	pleduc			Date	2016-10-27	Time		Rev Time	0.00
Received By	pleduc			Date	2016-10-26	Time	16:51	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2016-08-10			Cont ID
Sent By	wjolin			Date	2016-08-10	Time	11:19	Rev Time	0.00
Received By	wjolin			Date	2016-08-10	Time	11:00	Sent To

Notes

2016-08-10 11:14:32	5016 SOUTH DIXIE HIGHWAY
	PERMIT #16080300
	REVIEW COMMENTS - FIRE DEPARTMENT

	SHEET A120: OPEN STUDIO #111 & #113 FEATURES SLIDING
	EGRESS DOORS IN LIEU OF SWINGING DOORS. THE FLOOR PLAN
	INDICATES 14 SEATS. PER NFPA 101 SECTION
	7.2.1.4.1(4)(D) "BUSINESS AREAS WITH AN OCCUPANT LOAD
	NOT EXCEEDING 10 CONTAIN ONLY LOW OR ORDINARY HAZARD
	CONTENTS, DOOR OPENINGS TO SUCH AREAS SHALL BE
	PERMITTED TO BE HORIZONTAL-SLIDING DOOR ASSEMBLIES."

	WESLEY JOLIN
	ASSISTANT FIRE MARSHAL
	OFFICE OF THE FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2016-11-29			Cont ID
Sent By	jwitmer			Date	2016-11-29	Time	10:11	Rev Time	0.00
Received By	jwitmer			Date	2016-11-15	Time	14:07	Sent To

Notes

2016-11-16 14:07:53

RESUB ROUTED TO CCOLE

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2016-11-05			Cont ID
Sent By				Date	2016-11-05	Time		Rev Time	0.00
Received By	lmarchan			Date	2016-10-19	Time	11:58	Sent To

Notes

2016-10-21 11:59:53

C06

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2016-09-07			Cont ID
Sent By				Date	2016-09-07	Time		Rev Time	0.00
Received By	lmarchan			Date	2016-08-08	Time	12:41	Sent To

Notes

2016-08-09 12:42:07

C09

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	3	Status	P	Date	2016-12-27			Cont ID
Sent By	skennedy			Date	2016-12-27	Time	10:28	Rev Time	0.00
Received By	skennedy			Date	2016-12-27	Time	10:27	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	F	Date	2016-11-29			Cont ID
Sent By	jwitmer			Date	2016-11-29	Time	10:11	Rev Time	0.00
Received By	jwitmer			Date	2016-11-29	Time	10:10	Sent To

Notes

2016-11-29 10:11:11	BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

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

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2016-09-07			Cont ID
Sent By	jwitmer			Date	2016-09-07	Time	17:11	Rev Time	0.00
Received By	jwitmer			Date	2016-09-07	Time	14:20	Sent To

Notes

2016-09-07 17:10:47	BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
	FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
	PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
	A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
	APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	P	Date	2016-11-18			Cont ID
Sent By	ccole			Date	2016-11-18	Time	15:39	Rev Time	0.00
Received By	ccole			Date	2016-11-18	Time	15:39	Sent To

Notes

2016-11-18 15:43:48	MECHANICAL PROVISOS:
	11/18/16

	1) PROVIDE MANUFACTURER'S SPECIFICATIONS FOR THE FABRIC
	DUCTWORK WITH REVIEW SIGNATURE BY THE ENGINEER OF
	RECORD, OR REVISE PLANS TO PROVIDE ALTERNATE APPROVED
	DUCTWORK.

	2) RELOCATE THE OUTSIDE AIR INLETS FOR AHU-1 & 2 TO A
	LOCATION THAT IS A MINIMUM OF 10' FROM STREETS,
	A;LLEYS, OR PARKLING LOTS- SECTION 401.4 FBC-14
	MECHANICAL.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2016-10-28			Cont ID
Sent By	ccole			Date	2016-10-28	Time	08:43	Rev Time	0.00
Received By	ccole			Date	2016-10-28	Time	06:48	Sent To

Notes

2016-10-28 08:56:55	2ND REVIEW FBC-2014 MECHANICAL
	PERMIT #16080300
	10/28/16

	1) THE LETTER FROM ROCAMAR ENGINEERING HAS BEEN
	FORWARDED TO ROBERT BROWN- BUILDING OFFICIAL FOR
	REVIEW. FINAL APPROVAL OF THE MECHANICAL PLANS ARE
	CONTINGENT ON APPROVAL OF THE LETTER REQUEST TO EXCLUDE
	EXHAUST VENTILATION FOR THE ART CLASSROOMS, AND TO
	RETAIN THE CURRENT MECHANICAL DESIGN.

	2) THE AC CLOSET DOORS SHALL BE NON-COMBUSTIBLE PER
	SECTION C403.2.7.2 FBC-14 ENERGY CONSERVATION. NOTE 20
	ON SHEET A100 IS INDICATING WOOD.

	3) PLEASE PROVIDE ON THE PLAN THE FABRIC DUCT
	MANUFACTURER AND SUBMIT SPECIFICATIONS WITH APPROVAL
	SIGNATURE BY THE EOR- SECTION 603.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2016-09-07			Cont ID
Sent By	ccole			Date	2016-09-07	Time	12:18	Rev Time	0.00
Received By	ccole			Date	2016-09-07	Time	12:18	Sent To

Notes

2016-09-07 12:42:45	1ST REVIEW FBC-2014 MECHANICAL
	PERMIT #16080300
	9/7/16

	1) REFER TO TABLE 403.3: ART CLASSROOMS ARE REQUIRED TO
	HAVE EXHAUST AT A RATE OF 0.7 CFMS PER SQ. FT. AND
	RECIRCULATION OF AIR FROM THE SPACES IS PROHIBITED PER
	FOOTNOTE G, EXCEPT THAT RECIRCULATION SHALL BE
	PERMITTED WHERE THE RESULTING SUPPLY AIRSTREAM CONSISTS
	OF NOT MORE THAN 10 PERCENT AIR RECIRCULATED FROM THESE
	SPACES (SEE SECTION 403.2.1, ITEMS 2 AND 4). PLEASE
	REVISE THE PLANS AND VENTILATION CALCULATIONS
	ACCORDINGLY, IDENTIFY THE SPACES USE FOR ART
	INSTRUCTION, AND SHOW THE REQUIRED EXHAUST SYSTEMS.

	2) THE SUBMITTED COMCHECK COMPLIANCE CERTIFICATE
	INDICATES RTU-1 FOR THE ART SECTION, HOWEVER THE PLANS
	ARE INDICTICATING TWO SPLIT AC SYSTEMS- PLEASE CLARIFY.

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

Review Stop	P			PLUMBING
Rev No	2	Status	P	Date	2016-11-03			Cont ID
Sent By	gjohnson			Date	2016-11-03	Time	12:44	Rev Time	0.00
Received By	gjohnson			Date	2016-11-03	Time	12:44	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	P	Date	2016-09-07			Cont ID
Sent By	gjohnson			Date	2016-09-07	Time	13:45	Rev Time	0.00
Received By	gjohnson			Date	2016-09-07	Time	13:45	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	2016-10-28			Cont ID
Sent By	njwira			Date	2016-10-28	Time	16:09	Rev Time	0.00
Received By	njwira			Date	2016-10-28	Time	15:03	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2016-08-11			Cont ID
Sent By	njwira			Date	2016-08-11	Time	16:24	Rev Time	0.00
Received By	njwira			Date	2016-08-10	Time	17:12	Sent To

Notes

2016-08-11 16:29:31	8/11/16- FAILED

	ZONE- NC NEIGHBORHOOD COMMERCIAL

	FAILED
	1. PLEASE PROVIDE DRAWINGS FOR CURB CUT IT MUST BE
	20FT. OR LESS AND A 3FT. SIDE SETBACK.

	PASSED
	1. 5 REQUIRED PARKING SPACES 5 PARKING SPACES PROVIDED.
	2. 1 HANDICAPPED SPACE PROVIDED ONE HANDICAPPED SPACE
	PROVIDED.
	3. 9FT. WIDE REGULAR SPACE MEETS THE 8FT. WIDE SPACE
	REQUIRED.
	4. 18FT. LONG REGULAR PARKING SPACE PROVIDED 16FT. LONG
	REQUIRED.
	5. HANDICAPPED SPACE MEETS THE 12FT. WIDE 16FT. LONG
	SPACE REQUIREMENT.
	6. GROUND COVERAGE IS 32.53% MEETING THE 60%
	REQUIREMENT.
	7. 18.14% LANDSCAPING MEETING THE 15% LANDSCAPING
	REQUIREMENT.
	8. ONE(1)STORY BUILDING MEETING THE ONE 30FT. HEIGHT
	LIMIT.
	9. MORE THAN 10FT. BUILDING SEPORATION.
	10. BIKE RACK BEING ADDED.
	11. DIRECTIONAL SIGNS INCLUDED.