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Plan Review Details - Permit 14120661

Plan Review Stops For Permit 14120661

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2015-03-02			Cont ID
Sent By	dhayes			Date	2015-03-12	Time	08:43	Rev Time	0.00
Received By	jwitmer			Date	2015-03-02	Time	05:49	Sent To	Z

Notes

2015-03-02 06:47:56	BUILDING PLAN REVIEW
	PERMIT: 14120661
	ADD: 2601 OKEECHOBEE BLVD
	CONT: MASON DEVELOPMENT
	TEL: (561)623-8801

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 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.

	3RD REVIEW
	DATE: MON. MAR. 02 /2015
	ACTION: BUILDING PROVISO

	1) MISSING WERE THE PRODUCT APPROVALS REQUIRED BY THE:
	2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
	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)(D) ROOFING PRODUCTS AND ASSEMBLIES NOTE CIRCLE
	SUB-SYSTEMS AND THE ASSOCIATED PRESSURES, SEE DESIGN
	LIMITATIONS.
	NOTE: THIS CAN BE A DEFERRED SUBMITTAL UNDER THE
	ROOFING PERMIT, TO DO THIS THERE WOULD BE A MINIMUM
	PLAN REVIEW CHARGE.

	2) 2010 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..

	3) : DEALS WITH THE LOCATION OF THE BILCO HATCH.
	SEE SHEETS A2.02 AND A3.04. SHEET A2.02 SHOWS BOTH THE
	BILCO HATCH WITHIN 10'-0" OF THE PARAPET. SHEET A2.02
	DOES NOT PROVIDE A CUT SECTION THROUGH THE BUILDING
	PROVIDING THE ROOF ELEVATION AND FINISH PARAPET HEIGHT.
	PLEASE SEE 2010 FBC-B SECTIONS:
	2010 FBC-B 1013.6 ROOF ACCESS.
	GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING
	IS 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.

	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	2	Status	F	Date	2015-02-03			Cont ID
Sent By	jwitmer			Date	2015-02-03	Time	11:56	Rev Time	0.00
Received By	jwitmer			Date	2015-02-03	Time	08:30	Sent To

Notes

2015-02-03 11:56:52	BUILDING PLAN REVIEW
	PERMIT: 14120661
	ADD: 2601 OKEECHOBEE BLVD
	CONT: MASON DEVELOPMENT
	TEL: (561)623-8801

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 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: TUES. FEB. 03 /2015
	ACTION: DENIED

	1) COMPLIED. SHEET A0.01 CODE SUMMARY:


	2) COMPLIED. ENERGY FORMS.

	3) SEMI-COMPLIED/ PROVISO. 2010 FBC-B 1803.5.2
	QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, STRENGTH
	OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
	LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
	CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
	PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
	BE CONDUCTED.

	1803.6 REPORTING. WHERE GEOTECHNICAL INVESTIGATIONS ARE
	REQUIRED, A WRITTEN REPORT OF THE INVESTIGATIONS SHALL
	BE SUBMITTED TO THE BUILDING OFFICIAL BY THE OWNER OR
	AUTHORIZED AGENT AT THE TIME OF PERMIT APPLICATION.
	THIS GEOTECHNICAL REPORT SHALL INCLUDE, BUT NEED NOT BE
	LIMITED TO, THE FOLLOWING INFORMATION:
	3.1. A PLOT SHOWING THE LOCATION OF THE SOIL
	INVESTIGATIONS.
	3.2. A COMPLETE RECORD OF THE SOIL BORING AND
	PENETRATION TEST LOGS AND SOIL SAMPLES.
	3.3. A RECORD OF THE SOIL PROFILE.
	3.4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED.
	3.5. RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN
	CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING
	CAPACITY OF NATURAL OR COMPACTED SOIL;
	PROVISIONS TO MITIGATE THE EFFECTS OF EXPANSIVE SOILS;
	MITIGATION OF THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL
	SETTLEMENT AND VARYING SOIL
	STRENGTH; AND THE EFFECTS OF ADJACENT LOADS.
	3.6. EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT.

	NOTE: THE NEW SHEET S-2 THE NEW SOILS NOTES IT APPEARS
	THE ENGINEEER OF RECORD IS GOING TO BE THE SOILS
	ENGINEER AS WELL. IT APPEARS THE ENGINEER IS ASKING
	THIS CODE REQUIREMENT TO BE A DEFERRED SUBMITTAL, THE
	ABOVE REPORTING REQUIREMENTS WILL NEED TO BE INCLUDED
	IN THE SIGNED & SEALED DOCUMENTATION.

	4) THIS BUILDING IS INDICATED AS HAVING 55,000 SQ. FT
	OF COMMERCIAL SPACE TO BE REMODELED, A LEVEL III
	ALTERATION. THIS BUILDING WILL QUALIFY FOR A ONSITE
	RESIDENT INSPECTOR.
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION 110.3.9 OTHER
	INSPECTIONS SERVICES.
	THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
	AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
	1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
	CONSTRUCTION
	2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
	3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
	STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
	INCH
	5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
	FOOT

	NOTE; RESIDNET INSPECTOR PACKAGE AND FORMS WERE SENT
	TO, E-MAIL : [email protected] 12/20/2014

	4A) COMPLIED. SUCH INSPECTORS SHALL BE ADEQUATELY
	PRESENT AT TIMES WORK IS UNDERWAY ON THE STRUCTURAL
	ELEMENTS OF THE BUILDING. SUCH INSPECTORS SHALL BE A
	REGISTERED ARCHITECT, OR ENGINEER, OR A PERSON LICENSED
	UNDER CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH
	INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
	INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
	OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
	THE RESIDENT INSPECTOR.

	4B) NOTE ONLY NO ACTION REQUIRED. 2010 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 110.4 INSPECTION AGENCIES. THE BUILDING
	OFFICIAL IS AUTHORIZED TO ACCEPT REPORTS OF APPROVED
	INSPECTION AGENCIES, PROVIDED SUCH AGENCIES SATISFY THE
	REQUIREMENTS AS TO QUALIFICATIONS AND RELIABILITY. THE
	RESIDENT INSPECTOR AND ALL INTERESTED PARTIESSHALL FILE
	OUT AND BE NOTIRIZED, THE RESIDENT INSPECTOR FORMS AND
	RETURN TO THE CITY BEFORE PERMIT ISSUANCE,

	4C)NOTE ONLY NO ACTION REQUIRED. 2010 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 110.5 INSPECTION REQUESTS. IT SHALL BE
	THE DUTY OF THE HOLDER OF THE BUILDING PERMIT OR THEIR
	DULY AUTHORIZED AGENT TO NOTIFY THE BUILDING OFFICIAL
	WHEN WORK IS READY FOR INSPECTION. IT SHALL BE THE DUTY
	OF THE PERMIT HOLDER TO PROVIDE ACCESS TO AND MEANS FOR
	INSPECTIONS OF SUCH WORK THAT ARE REQUIRED BY THIS
	CODE.

	4D) 2ND REQUEST. PLEASE NOTE (3) SETS OF PLANS AND
	PRODUCT APPROVALS WILL BE REQUIRED, A 3RD SET FOR THE
	RESIDENT INSPECTOR.

	4E) NEW NOTE: THE RESIDENT INSPECTOR FORMS SUBMITTED
	WERE FILLED OUT BY THE ENGINEER/ SPECIAL INSPECTOR, BUT
	THE PORTION TO BE FILLED OUT BY THE CONTRACTOR IS BLANK
	AND NOT NOTIRIZED.

	5) MISSING WERE THE PRODUCT APPROVALS REQUIRED BY THE:
	2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
	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)(D) ROOFING PRODUCTS AND ASSEMBLIES NOTE CIRCLE
	SUB-SYSTEMS AND THE ASSOCIATED PRESSURES, SEE DESIGN
	LIMITATIONS.
	NOTE: THIS CAN BE A DEFERRED SUBMITTAL UNDER THE
	ROOFING PERMIT, TO DO THIS THERE WOULD BE A MINIMUM
	PLAN REVIEW CHARGE.

	6) 2010 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..

	7-8) COMPLIED.

	9A) COMPLIED.PLEASE SHOW COMPLIANCE WITH 2010 FBC-B
	1509.6 1509.6 EQUIPMENT AND APPLIANCES ON ROOFS OR
	ELEVATED STRUCTURES.
	WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
	INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
	EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
	PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
	EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
	THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE.

	9B) NEW COMMENT: DEALS WITH THE LOCATION OF THE BILCO
	HATCH AND ROOF TOP A/C UNIT #1. SEE SHEETS A2.02 AND
	A3.04. SHEET A2.02 SHOWS BOTH THE BILCO HATCH AND RTU #
	1 WITHIN 10'-0" OF THE PARAPET. SHEET A2.02 DOES NOT
	PROVIDE A CUT SECTION THROUGH THE BUILDING PROVIDING
	THE ROOF ELEVATION AND FINISH PARAPET HEIGHT. PLEASE
	SEE 2010 FBC-B SECTIONS:

	1013.5 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.

	1013.6 ROOF ACCESS.
	GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING
	IS 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.


	10-13) COMPLIED.

	14) 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.

	15) 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	2014-12-24			Cont ID
Sent By	jwitmer			Date	2014-12-19	Time	08:53	Rev Time	0.00
Received By	jwitmer			Date	2014-12-19	Time	17:02	Sent To

Notes

2014-12-19 17:42:07	BUILDING PLAN REVIEW
	PERMIT: 14120661
	ADD: 2601 OKEECHOBEE BLVD
	CONT: MASON DEVELOPMENT
	TEL: (561)623-8801

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 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: SAT. DEC. 20/2014
	ACTION: DENIED

	1) SHEET A0.01 CODE SUMMARY:

	1A) PLANS INDICATE THIS STRUCTURE WAS DESIGNED FOR WIND
	AS A EXPOSURE "B". THIS STRUCTURE IS LOCATED IN A C
	EXPOSURE. 2010 FBC-B 1609.4.2 SURFACE ROUGHNESS
	CATEGORIES. SURFACE ROUGHNESS C. OPEN TERRAIN WITH
	SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS
	THAN 30 FEET (9144 MM). THIS CATEGORY INCLUDES FLAT
	OPEN COUNTRY AND GRASSLANDS.THIS SURFACE ROUGHNESS
	SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN SURFACE
	ROUGHNESS B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN
	100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF
	SURFACE ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE
	THAN 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET
	IN THE UPWIND DIRECTION. OPEN TERRAIN TO BOTH THE NORTH
	AND SOUTH.

	1B) THE MEAN ROOF HEIGHT IS GIVEN AS 18 FT. SHEET A3.03
	DETAIL 1 THE FRONT OFTHE BUILDING, THE BAR JOIST ARE
	SET AT 18 F.-5 IN., SHEET A3.04 DETAIL 1 THE BACK OF
	THE STORE IS SET AT THE SAME ELEVATION, WITH THE STEEL
	B DECK AND ROOF TOP INSULATION THE MEAN ROOF HEIGHT
	WILL BE HIGHER THAN 18FT. PLEASE PROVIDE WHAT THE MEAN
	ROOF HEIGHT IS OR PROVIDE AN EXPLANATION? 2010 WEST
	PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
	CHAPTER 1, ADMINISTRATION 107.2.1.3 ADDITIONAL
	INFORMATION IS REQUIRED.

	1C) TYPE OF CONSTRUCTION REFERS TO THE SOUTH FLORIDA
	BUILDING CODE AND CHAPTER 20, THEONLY COUNTIES IN
	FLORIDA THAT USED THIS CODE ARE BROWARD & MIAMI-DADE
	COUTNY. THE JOB SITE IS LOCATED IN PALM BEACH COUNTY,
	PALM BEACH COUNTY AND THE REST OF THE STATE USED THE
	STANDARD SOUTHERN BUILDING CODE, THIS IS THE CODE THIS
	STRUCTURE WAS BUILT UNDER. PLEASE CORRECT.

	1D) CODE ANALYSIS GROUP HEADINGS E,F, & G ALL MAKE
	REFERENCE TO THE CURRENT CODE BEING THE 2007 FBC,
	PLEASE UPDATE, THE 2010 FBC WAS ADOPTEDED INTO USE
	MARCH 15, 2010 THE SAME TIME THE NEW FEDERAL ADA WENT
	INTO AFFECT. PLEASE CORRECT TO THE CURRENT CODE CYCLE.

	1E) CODE ANALYSIS VI HEADING MEANS OF EGRESS, INDICATES
	TOTAL SQ. FT. OF BUILDING BEING REMODELED IS 55,000 SQ.
	FT. THE MERCANTILE OCCUPANCY 45,000 SQ FT/ 30 SQ FT PER
	OCC.= 1,500 OCCUPANTS, WHAT HAPPENED TO THE OTHER
	10,000 SQ FT OF BUILDING AND OCCUPANT LOADING FOR
	EXITING. 2010 FBC-B 1005.1.

	2) FOR THIS SUBMITTAL THERE HAS BEEN NO ENERGY FORMS
	SHOWING COMPLIANCE WITH SHELL BUILDINGS, PLEASE PROVIDE
	CODE COMPLIANCE WITH 2010 FL ENERGY CODE 502.1.1
	INSULATION AND FENESTRATION CRITERIA. 502.1.1.1 SHELL
	BUILDINGS, RENOVATIONS AND ALTERATIONS.
	THE BUILDING THERMAL ENVELOPE SHALL MEET THE
	REQUIREMENTS OF TABLE 502.1.1.1(1) OR TABLE
	502.1.1.1(2). SEE SECTION 101.4.3.

	3) SHEET S.5 STRUCTURAL NOTES, THERE DOESN'T SEEM TO BE
	ANY NOTES PROVIDING WHAT THE MINIMUM SAFE BEARING VALUE
	OF THE SOIL NEEDS TO BE,
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION, 2010 STRUCTURAL
	REQUIREMENTS SHALL INCLUDE:
	SOIL CONDITIONS/ANALYSIS.

	2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
	CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
	IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
	THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
	OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
	GEOTECHNICAL INVESTIGATION BE CONDUCTED.

	4) THIS BUILDING IS INDICATED AS HAVING 55,000 SQ. FT
	OF COMMERCIAL SPACE TO BE REMODELED, A LEVEL III
	ALTERATION. THIS BUILDING WILL QUALIFY FOR A ONSITE
	RESIDENT INSPECTOR.
	2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION 110.3.9 OTHER
	INSPECTIONS SERVICES.
	THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
	AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
	1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
	CONSTRUCTION
	2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
	3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
	STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
	INCH
	5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
	FOOT

	NOTE; RESIDNET INSPECTOR PACKAGE AND FORMS WERE SENT
	TO, E-MAIL : [email protected] 12/20/2014

	4A) SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT
	TIMES WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF
	THE BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
	ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
	CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH
	INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
	INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
	OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
	THE RESIDENT INSPECTOR.

	4B) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION 110.4
	INSPECTION AGENCIES. THE BUILDING OFFICIAL IS
	AUTHORIZED TO ACCEPT REPORTS OF APPROVED INSPECTION
	AGENCIES, PROVIDED SUCH AGENCIES SATISFY THE
	REQUIREMENTS AS TO QUALIFICATIONS AND RELIABILITY. THE
	RESIDENT INSPECTOR AND ALL INTERESTED PARTIESSHALL FILE
	OUT AND BE NOTIRIZED, THE RESIDENT INSPECTOR FORMS AND
	RETURN TO THE CITY BEFORE PERMIT ISSUANCE,

	4C) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION 110.5
	INSPECTION REQUESTS. IT SHALL BE THE DUTY OF THE HOLDER
	OF THE BUILDING PERMIT OR THEIR DULY AUTHORIZED AGENT
	TO NOTIFY THE BUILDING OFFICIAL WHEN WORK IS READY FOR
	INSPECTION. IT SHALL BE THE DUTY OF THE PERMIT HOLDER
	TO PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS OF SUCH
	WORK THAT ARE REQUIRED BY THIS CODE.

	4D) PLEASE NOTE (3) SETS OF PLANS AND PRODUCT APPROVALS
	WILL BE REQUIRED, A 3RD SET FOR THE RESIDENT INSPECTOR.

	4E) PLEASE CONTACTL KEN CONRAD THE MANAGER OF THE
	RESIDENT & THRESHOLD INSPECTION PROGRAM FOR ANY
	QUESTIONS OR CONCERNS AT:
	PHONE: 561-805-6666
	E-MAIL [email protected]

	5) MISSING WERE THE PRODUCT APPROVALS REQUIRED BY THE:
	2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
	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: CIRCLE SIZE, GLAZING, ANCHOR METHOD AND
	PRESSURES
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES NOTE CIRCLE
	SUB-SYSTEMS AND THE ASSOCIATED PRESSURES, SEE DESIGN
	LIMITATIONS
	(E) SHUTTERS- IF LARGE MISSILE GLAZING IS NOT TO BE
	INSTALLED
	(F) SKYLIGHTS- IF ANY
	(G) EXTERIOR COOLER, FREEZERS & OR PRE-ENGINEERED ROOF
	TOP A/C STANDS

	6) 2010 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) SHEET S-3.0 THE ROOF TOP PRESSURES FOR 10 SQ. FT.
	ZONE # 3 ARE LOW. THE MEAN ROOF HEIGHT IS GIVEN AS 18
	FT. SHEET A3.03 DETAIL 1 THE FRONT OFTHE BUILDING, THE
	BAR JOIST ARE SET AT 18 F.-5 IN., SHEET A3.04 DETAIL 1
	THE BACK OF THE STORE IS SET AT THE SAME ELEVATION,
	WITH THE STEEL B DECK AND ROOF TOP INSULATION THE MEAN
	ROOF HEIGHT WILL BE HIGHER THAN 18FT. WALL SECTION 3
	SHEET A3.05 SHOWS THE EXISTING ROOF LINE (A PORTION) AT
	21 FT BOTTOM OF ROOF DECK AND THE TOP OF THE PARAPET AT
	22 FT. PRESSURES FOR ZONE # 3 CAN ONLY BE TAKEN AS
	LEVEL 2 PRESSURES WHEN THERE IS A 3'-0" PARAPET
	SURROUNDING THE WHOLE BUILDING. PLEASE PROVIDE A
	EXPLANATION OR CODE COMPLIANCE, THANK YOU. 2010 FBC-B
	1609.6.1. SEE TABLES.

	8A) THE STRUCTURAL SHEETS DO NOT PROVIDE THE WIND
	DESIGN CRITERIA/ PRESSURES FOR WINDOWS & DOORS FOR
	INTERIOR WALL ZONE 4 NOR THE END WALL ZONE 5. 2010
	FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
	COMPONENTS & CLADDING,

	8B) A2.01 SHOWS PRESSURES FOR WINDOWS AND DOORS BUT
	THERE IS NO WIND DESIGN CRITERIA FOUND ON THIS SHEET.
	THE COVER SHEET LIST THIS AS A B EXPOSURE.
	THE PRESSURES PROVIDED DOES NOT INDICATE THE SIZE OF
	THE OPENINGS THE PRESSURES ARE ASSOCIATED WITH.

	THIS STRUCTURE IS LOCATED IN A C EXPOSURE. 2010 FBC-B
	1609.4.2 SURFACE ROUGHNESS CATEGORIES. SURFACE
	ROUGHNESS C. OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS
	HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM).
	THIS CATEGORY INCLUDES FLAT OPEN COUNTRY AND
	GRASSLANDS.THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO
	ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B-TYPE
	TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
	HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
	ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
	600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN
	THE UPWIND DIRECTION. OPEN TERRAIN TO BOTH THE NORTH
	AND SOUTH.

	9) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B 1509.6 1509.6
	EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
	STRUCTURES.
	WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
	INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
	EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
	PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
	EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
	THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE.

	10) SHEET A2.02 NOTE THE ROOF DRAINAGE IS ONLY ON THE
	PORTION OF THE ROOFING SYSTEM TO BE REPLACED, IF THE
	REMAINDER OF THE ROOF IS TO BE REMOVED AND REPLACED
	THEN CALCULATIONS WILL BE REQUIRED. FBC-B 1503.4/
	PLUMBING CHAPTER 11.

	11) SHEET A2.01 INDICATES THE USE OF AREA OF REFUGE
	ASSISTANCE. PLEASE NOTE THIS PERMIT MAYBE A SHELL
	PERMIT BUT WHEN THE TENANT FIT UP COMES IN TO USE THE
	REAR EXITS AS PART OF A MENS OF EGRESS THE TENANT FIT
	UP WILL NEED TO COMPLY WITH FBC-B 1014.2 EXCEPTION # 2
	ALL (4) PORTIONS:
	2. MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
	STOCKROOMS IN GROUP M OCCUPANCIES WHEN ALL OF THE
	FOLLOWING ARE MET:
	2.1. THE STOCK IS OF THE SAME HAZARD CLASSIFICATION AS
	THAT FOUND IN THE MAIN RETAIL AREA;
	2.2. NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS
	THROUGH THE STOCKROOM;
	2.3. THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE
	EGRESS SIDE; AND
	2.4. THERE IS A DEMARCATED, MINIMUM 44-INCH-WIDE (1118
	MM) AISLE DEFINED BY FULL- OR PARTIAL-HEIGHT FIXED
	WALLS OR SIMILAR CONSTRUCTION THAT WILL
	MAINTAIN THE REQUIRED WIDTH AND LEAD DIRECTLY FROM THE
	RETAIL AREA TO THE EXIT WITHOUT OBSTRUCTIONS.

	12) SHEET A2.02 ALSO INDICATES THE USE OF AREA RESCUE
	ASSISTANCE. THE 2010 FL ACCESS. CODE 207.1 REFERS TO
	THE IBC- 2003 EDITION SECTION 1007 FOR ACCESSIBILITY
	AND AREA OF REFUGE.

	12A) UNDER THE HEADING OF SIZEIBC-1007.6.1 THE CODE
	INDICATES A AREA OF REFUGE WILL BE NEEDED FOR EVERY 200
	OCCUPANTS OR PORTIION THERE, OF, HOW DID YOU DERIVE AT
	4 AREA OF REFUGE?

	12B) PLEASE PROVIDE COMPLIANCE WITH IBC-1007.6.3
	TWO-WAY COMMUNICATION,1007.6.4, 1007.6.5
	IDENTIFICATION, 1007.7 SIGNAGE, 1007.8 EXTERIOR AREAS
	OF REFUGE, 1007.8.1 OPENNESS , THE ONE RIGHT OF LINE L
	IS OF CONCERN AND 1007.8.2 EXTERIOR EXIT STAIRS.

	13) SHEET A3.03 NOTE # 46 AND S-4.0 NOTE # 14 BOTH SHOW
	AN ALUMINUM CANOPY BY OTHERS, TO BE UNDER SEPARATE
	PERMIT WITH ASSOCIATED FEES.

	14) 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.

	15) 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	E			ELECTRICAL
Rev No	1	Status	P	Date	2015-01-06			Cont ID
Sent By	rlecky			Date	2015-01-06	Time	10:41	Rev Time	0.00
Received By	rlecky			Date	2015-01-06	Time	10:41	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2015-01-05			Cont ID
Sent By	scaldero			Date	2015-01-05	Time	13:00	Rev Time	0.00
Received By	scaldero			Date	2015-01-05	Time	12:28	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2015-03-12			Cont ID
Sent By	jwitmer			Date	2015-03-12	Time	08:43	Rev Time	0.00
Received By	dhayes			Date	2015-03-12	Time	08:35	Sent To	B

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2015-03-04			Cont ID
Sent By				Date	2015-03-04	Time		Rev Time	0.00
Received By	jwitmer			Date	2015-02-25	Time	14:15	Sent To

Notes

2015-02-28 13:42:31

TO J.WITMER'S DESK

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2015-02-05			Cont ID
Sent By				Date	2015-02-05	Time		Rev Time	0.00
Received By	jgomez			Date	2015-01-26	Time	08:47	Sent To

Notes

2015-01-28 08:47:31

RE-SUBMITTAL SENT TO C4 BIN FOR REVIEW. JG.

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2015-01-09			Cont ID
Sent By	llouie			Date	2015-01-09	Time	07:42	Rev Time	0.00
Received By	llouie			Date	2014-12-18	Time	09:31	Sent To

Notes

2014-12-19 09:31:34

SENT TO C1 BIN FOR REVIEW. JG.

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	5	Status	P	Date	2015-03-12			Cont ID
Sent By	jwitmer			Date	2015-03-12	Time	09:02	Rev Time	0.00
Received By	jwitmer			Date	2015-03-12	Time	09:00	Sent To

Notes

2015-03-12 09:02:06	MU-2015-5663
	3460 SQ. FT.
	$24,945.11 ASSESSED.

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	4	Status	P	Date	2015-03-12			Cont ID
Sent By	dhayes			Date	2015-03-12	Time	08:37	Rev Time	0.00
Received By	dhayes			Date	2015-03-12	Time	08:37	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	3	Status	F	Date	2015-03-02			Cont ID
Sent By	jwitmer			Date	2015-03-02	Time	08:29	Rev Time	0.00
Received By	jwitmer			Date	2015-03-02	Time	07:13	Sent To

Notes

2015-03-02 08:29:11	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	2	Status	F	Date	2015-02-05			Cont ID
Sent By	jwitmer			Date	2015-02-05	Time	14:29	Rev Time	0.00
Received By	jwitmer			Date	2015-02-05	Time	14:29	Sent To

Notes

2015-02-05 14:30:20	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 CAN NOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.


	TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
	HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
	TUS.ASPX FOR PERMIT STATUS.

	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	2014-12-22			Cont ID
Sent By	jwitmer			Date	2014-12-22	Time	06:48	Rev Time	0.00
Received By	jwitmer			Date	2014-12-22	Time	06:31	Sent To

Notes

2014-12-22 06:49:01	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	Z			ZONING
Rev No	3	Status	P	Date	2015-03-04			Cont ID
Sent By	llouie			Date	2015-03-04	Time	14:44	Rev Time	0.00
Received By	llouie			Date	2015-03-03	Time	12:00	Sent To	B

Notes

2015-03-04 14:45:58	3/4/15 - ZONING APPROVED. SENT BACK TO JW TO REVIEW
	REVISED SHEETS.
2015-03-03 12:02:39	3/3/15 - SPOKE TO ROSE KENNEDY, AGENT. PLANS ON HOLD
	UNTIL THE LANDSCAPE PERMIT IS SUBMITTED. LANDSCAPE
	PERMIT SUBMITTAL EXPECTED BY 3/4/15.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2015-02-11		Cont ID
Sent By	llouie			Date	2015-01-28	Time	Rev Time	0.00
Received By	llouie			Date	2015-01-28	Time	Sent To

Notes

2015-01-28 12:10:19	FAILED

	PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
	COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
	APPLICABLE:

	1.) APPROVAL OF APPLICATION PB1520 I & J REQUIRED PRIOR
	TO BUILDING PERMIT. (REPEAT COMMENT FROM 1/9/15)

	PLEASE CONTACT LINDA LOUIE @ (561) 822-1458 IF YOU HAVE
	QUESTIONS.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2015-01-09			Cont ID
Sent By	LLOUIE			Date	2015-01-09	Time	07:39	Rev Time	0.00
Received By	llouie			Date	2015-01-09	Time	07:39	Sent To

Notes

2015-01-09 07:42:22	FAILED

	PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
	COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
	APPLICABLE:

	1.) APPROVAL OF APPLICATION PB1520 I & J REQUIRED PRIOR
	TO BUILDING PERMIT.

	PLEASE CONTACT LINDA LOUIE @ (561) 822-1458 IF YOU HAVE
	QUESTIONS.
2014-12-29 15:47:36	12/29/14