City of West Palm Beach eGovPlus

Plan Review Details - Permit 15120897

Plan Review Stops For Permit 15120897

Review Stop	AD			ADDRESSING
Rev No	1	Status	N	Date	2016-04-19		Cont ID
Sent By	jwitmer			Date	2016-04-19	Time	Rev Time	0.00
Received By	jwitmer			Date	2016-04-19	Time	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2016-09-14			Cont ID
Sent By	jwitmer			Date	2016-09-14	Time	11:08	Rev Time	0.00
Received By	jwitmer			Date	2016-09-14	Time	07:45	Sent To

Notes

2016-09-14 10:09:24	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120897
	ADD: 7120 OKEECHOBEE BLVD. BLDG. TYPE III/ BLDG. # 5.
	CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
	TEL: 561-891-0414
	E-MAIL: [email protected]
	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	4TH REVIEW
	DATE: WED. SEPT. 14/2016
	NOTE: THIS REVIEW IS FOR BUILDING TYPE III, NOT FOR THE
	SITE PLAN, OR ANY ASSOCIATED AMENITIES.
	SITE SOILS REPORT : SEE PERMIT: 16020377 RECREATION/
	LEASE CENTER

	ACTION: BUILDING PROVISO

	1) BUILDING PROVISO: PRODUCT APPROVALS TO BE DEFERRED
	SUBMITTALS. 107.3.4.1 THOSE PRODUCTS WHICH ARE
	REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL. COMPONENTS &
	CLADDING. 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 ,MULLIONS 7 ROOF HATCHES.
	(B) WINDOWS & MULLIONS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
	VENTILATORS
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	2A) DEFERRED SUBMITTALS. NOTE THIS NOTE APPLIES TO
	FLOORS 2-4 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE
	SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS
	OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
	WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
	CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
	TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.

	2B) DEFERRED SUBMITTAL. THIS NOTE APPLIES TO WALLS ON
	ALL FLOORS. WALL TYPES FOUND ON SHEET A8.01, THE WALL
	TYPES DO NOT PROVIDE THE REQUIRED STC RATING NOR TEST
	RESULTS IN ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE
	SOUND. WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
	SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
	PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
	CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
	FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
	E 90.

	2C) DEFERRED SUBMITTAL. NOTE THIS IS A VERY RESTRICTIVE
	REQUIREMENT!!! TYPE III-TYPE V CONSTRUCTION: FBC-B-2014
	720.2 CONCEALED INSTALLATION. INSULATING MATERIALS,
	WHERE CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE
	OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT
	MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE
	THAN 450.

	3) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01
	CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
	PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
	AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
	OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
	WITH UL 325. IF THERE IS A POWER FAILURE OR A
	MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
	HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
	ADDITIONAL INFORMATION IS REQUIRED.

	4) PROVISO: SHEET A8.02 DETAIL # 11 SHOWS A SLIDING
	GLASS DOOR. THE HEIGHT OF THE SLIDING GLASS DOOR SILL
	WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
	APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .

	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	2016-04-19		Cont ID
Sent By	jwitmer			Date	2016-04-19	Time	Rev Time	0.00
Received By	jwitmer			Date	2016-04-19	Time	Sent To

Notes

2016-04-19 15:32:42	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120897
	ADD: 7120 OKEECHOBEE BLVD. BLDG.#5/ TYPE III
	CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
	TEL: 561-891-0414
	E-MAIL: [email protected]

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

	2ND REVIEW
	DATE: TUES. APRIL 19/2016
	ACTION: DENIED

	NOTE: THIS REVIEW IS FOR BUILDING TYPE III, NOT FOR THE
	SITE PLAN, OR ANY ASSOCIATED AMENITIES.

	1) 2ND REQUEST. THE PERMIT APPLICATION VALUE OF
	$2,400,000.00 DOLLARS IS LOW. THE AUGUST 2015 ICC
	VALUATION TABLES LIST THE VALUE AT: BUILDING TYPE: III
	B AT $3,713,445.90 DOLLARS.
	NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
	IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
	SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
	BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
	PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
	BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
	VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
	VALUATION OF THE BUILDING PERMIT.

	W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
	FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
	MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
	REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
	AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
	ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.

	108.3* BUILDING PERMIT VALUATION.
	IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
	CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
	ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
	APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
	PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
	VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
	REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
	SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
	STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
	FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
	BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
	COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
	VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
	DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
	(MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
	FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
	CONGRESS.

	2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
	THRESHOLD BUILDING BY STATE STATUTE, THRESHOLD BUILDING
	FL S. S. 553.71(7) ?THRESHOLD BUILDING" MEANING ANY
	BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN
	HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
	CLASSIFICATION AS DENIED IN THE
	FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
	AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
	PERSONS.

	2A) 2ND REQUEST. 109.3.6.1 THRESHOLD INSPECTION PLAN.
	THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
	SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
	A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
	INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
	STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
	ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
	PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
	THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
	PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
	THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
	COMPLIANCE WITH THE PERMITTED DOCUMENTS.

	2B) COMPLIED/ MAY 02/16. 2ND REQUEST. THRESHOLD
	INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION
	SERVICES DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A
	SPECIAL INSPECTOR AS REQUIRED BY FL S S 553.79(5)
	FLORIDA STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY
	THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED
	TO BE FILED OUT BY ALL PARTIES WITH INTEREST, NOTARIZED
	AND RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED
	BEFORE PERMIT ISSUANCE WILL TAKE PLACE.

	2C) COMPLIED. W.P.B. AMENDMENT 110.3.7.4.4 / 633
	FLORIDA STATUTE.

	2D) COMPLIED MAY 02/16. 2ND REQUEST. FOR THE SPECIAL
	INSPECTOR PLEASE PROVIDE A RESUME' OF INSPECTION
	EXPERIENCE ON PREVIOUS PROJECT. THE RESUME' MUST BE
	ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED HEREIN.
	THE BUILDING OFFICIAL OR HIS DESIGNEE WILL REVIEW THE
	RESUME'. AFTER THE RESUME' IS REVIEWED, A INTERVIEW
	MAYBE SCHEDULED. UNDER NO CIRCUMSTANCES WILL AN
	INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST MEETING
	THE ABOVE CRITERIA.

	2E) COMPLIED/ MAY 02/16. 2ND REQUEST. THE CONTRACTOR
	WILL PRODUCE A JOB SUMMARY OR HISTORY FOR THIS TYPE OF
	CONSTRUCTION.

	2F) NOTICE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
	REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
	PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
	ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
	APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
	PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
	COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
	THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
	IN BLACK & WHITE..

	2G)NOTICE ONLY, NO ACTION IS REQUIRED. PLEASE CALL THE
	CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE
	INSPECTIONS LINE (561) 805-6700) FOR ALL BUILDING
	INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS WITHOUT
	THIS THE PERMIT EXPIRES IN 6 MONTHS, ABANDONMENT OF
	JOB, NO INSPECTION ACTIVITY.

	2H) NOTICE ONLY, NO ACTION IS REQUIRED. 109.3.6
	THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR THRESHOLD
	INSPECTORS #26. ASSURE THAT THE DESIGNER HAS REQUIRED
	ON THE PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED
	FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS.

	3) COMPLIED. ADDRESSING.

	4) 2ND REQUEST. MISSING FROM THE SUPPORTING DOCUMENT
	FOLDER IS COMPLIANCE WITH: 2014 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.

	5) 2ND REQUEST. MISSING FROM THE SUPPORTING DOCUMENT
	FOLDER IS A SURVEY. 2014 FLORIDA BUILDING CODE W 2014
	WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
	CODE, CHAPTER 1, ADMINISTRATION 107.3.5 MINIMUM PLAN
	REVIEW CRITERIA FOR BUILDINGS
	107.3.5.1 COMMERCIAL BUILDINGS:
	107.3.5.1.1 BUILDING
	SURVEY / FLOOD ZONE

	6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2
	OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING.
	RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
	INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
	R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
	GRADE PLANE.
	2014 FBC-ENERGY CODE C401.2. COMMERCIAL BUILDINGS SHALL
	COMPLY WITH ONE OF THE FOLLOWING:
	1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
	2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
	C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
	WITH EITHER SECTION C406.2, C406.3 OR C406.4.
	3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
	C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
	BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
	PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
	THE ENERGY GAUGE SUMMIT ASHRAE FORM 1-18 PAGES, SIGNED
	AND SEALED BY CHARLES KILLINGSWORTH P. E. 015094 IS NOT
	A DIGITAL SIGNATURE. FLORIDA ADMINISTRATIVE CODE
	61G15-23.005 (3)(C) A SCANNED, FACSIMILE, DIGITALLY
	CREATED OR COPIED IMAGE OF THE LICENSEE?S SIGNATURE
	SHALL NOT BE USED ON ELECTRONICALLY SIGNED AND SEALED
	ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR OTHER
	DOCUMENTS.
	HEAT LOAD CALCULATIONS , SIGNED AND SEALED BY CHARLES
	KILLINGSWORTH P. E. 015094 IS NOT A DIGITAL SIGNATURE.
	FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
	SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
	OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
	ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
	SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.

	7 )SEMI- COMPLIED. THE INDEX SHEET SHOWS FOR STRUCTURAL
	SHEETS S1-S5 . 2014 FLORIDA BUILDING CODE W 2014 WEST
	PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
	CHAPTER 1, ADMINISTRATION:
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
	107.3.5.1.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
	COMMERCIAL BUILDINGS
	(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE:
	SOILS CONDITIONS/ ANALYSIS
	THRESHOLD INSPECTION PLANS/ NO SHORING AND RE-SHORING
	PLANS.

	8A) COMPLIED. SHEET S-4 DOES PROVIDE PRESSURES IN 10
	SQ. FT., 20 SQ. FT., 50 SQ. FT. & 100 SQ. FOR THE WALL
	OPENING ZONES FOR ZONES 4 & 5. 2014 FBC-B 1603.1.4 WIND
	DESIGN DATA, WIND DESIGN PRESSURES.

	8B) SEMI -COMPLIED. NOTE THERE WAS A ROOF ZONE LAYOUT
	CHART FOR ROOF ZONES 1,2 AND 3 AND THE CALCULATIONS
	(STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. &
	100 SQ. FT. THE ISSUE IS THERE NEEDS TO BE (2) CHARTS
	ONE FOR FLAT ROOFS IN VASD AND ONE WITH ASSOCIATED
	PRESSURES FOR SLOPED ROOFS 5:12. 2014 FBC-B 1603.1.4
	WIND DESIGN DATA, WIND DESIGN PRESSURES.

	9A-E) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 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.


	9B) DEFERRED SUBMITTALS: COMPONENTS & CLADDING. 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 ,MULLIONS 7 ROOF HATCHES.
	(B) WINDOWS & MULLIONS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
	VENTILATORS
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS


	9C) DEFERRED. 107.3.4.1 THOSE PRODUCTS WHICH ARE
	REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL.

	9D) DEFERRED. FOR ALL PRODUCTS WITH GLAZING, PLEASE
	IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
	MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
	ASSOCIATE PRESSURES FOR EACH OPENING SIXE.

	9E) DEFERRED. FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
	ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
	FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
	LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED. IF SO
	RAS 117 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA
	ARCHITECT OR ENGINEER.

	9F) 2ND REQUEST. ROOF STANDS WERE SUBMITTED IN THE
	DOCUMENT FILE BUT NOT REVIEWED BY THE DESIGNER OF
	RECORD. 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY
	DCA RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING
	BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.

	FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
	DETAILED ATTACHMENT TO THE ROOF 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?

	10) ) 2ND REQUEST. THIS IS A GENERAL COMMENT THAT WILL
	PERTAIN TO ALL FLOORS. PLEASE PROVIDE TEST REPORTS
	SHOWING COMPLIANCE WITH:

	10A) 2ND REQUEST. NOTE THIS NOTE APPLIES TO FLOORS 2-4
	ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND.
	FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
	BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
	WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
	CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
	TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.

	10B) 2ND REQUEST. THIS NOTE APPLIES TO WALLS AS WELL AS
	FLOORS!!! ON ALL FLOORS. WALL TYPES FOUND ON SHEET
	A8.01, THE WALL TYPES DO NOT PROVIDE THE REQUIRED STC
	RATING NOR TEST RESULTS IN ACCORDANCE WITH: FBC-B 2014
	1207.2 AIR-BORNE SOUND. WALLS, PARTITIONS AND
	FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM
	EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
	SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45
	IF FIELD TESTED) FOR AIR-BORNE NOISE WHEN TESTED IN
	ACCORDANCE WITH ASTM E 90.

	10C) 2ND REQUEST. THIS IS A VERY RESTICTIVE
	REQUIREMENT!!!!!! TYPE III-TYPE V CONSTRUCTION:
	FBC-B-2014 720.2 CONCEALED INSTALLATION. INSULATING
	MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF
	ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD
	INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX
	OF NOT MORE THAN 450.

	FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
	A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
	MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
	MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.

	11) 1ST FLOOR/ SHEET A2.02.III, A401, A402 & A403:

	11A) 2ND REQUEST, PLEASE SHOW THE WALL TAG ?D? AS
	INDICATED IN YOUR RESPONSE.
	COMMON CORRIDOR & BOTTOM RIGHT C-1. WALL TYPES NOT
	DEPICTED. IN SHEET A4.03 UNIT C,1 THE COMMON CORRIDOR
	TO THE RIGHT OF THE ENTRY DOOR IS IDENTIFIED WITH WALL
	TAG WALL TYPE (F). JUST TO THE LEFT OF THE ENTRY DOOR
	SHEET A2.02.1.1 INDICATES A ROOF DRAIN WALL TYPE IS NOT
	IDENTIFIED WITH A WALL TAG. ADDITIONAL INFORMATION
	REQUIRED FOR RATED WALL. 107.2.13. 2014 FBC-B 1018.1 &
	TABLE 1018.1. FOR THIS TYPE DETAIL THIS COMMENT WILL BE
	COMMON FOR ALL FLOORS.

	FOR THE 2 & 3 BEDROOM UNITS THERE IS A NOTE 11
	INDICATING THE RAIN LETTER BUT NO NOTATION AS TO WALL
	TYPE COMMON COMMENT TO ALL FLOORS.

	11B) COMPLIED. STRUCTURAL SHEETS LOADED THIS REVIEW

	11C) COMPLIED.

	11D) COMPLIED.

	11E) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 &
	E5.01 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
	PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
	AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
	OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
	WITH UL 325. IF THERE IS A POWER FAILURE OR A
	MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
	HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
	ADDITIONAL INFORMATION IS REQUIRED.

	11G) SEMI-COMPLIED. SHEET E-403 DOES NOT INDICATE THE
	SLEEPING ROOMS. THIS COMMENT COMMON TO ALL FLOORS.
	PLEASE NOTE WITHIN THIS SET OFF DOCUMENTS THERE ARE NO
	LIFE SAFETY SHEETS TO REVIEW. 2014 FBC-B 908.7 CARBON
	MONOXIDE PROTECTION. EVERY SEPARATE FOR WHICH A PERMIT
	FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL-FUEL
	BURNING HEATER OR APPLIANCE, A FIREPLACE, AN ATTACHED
	GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT
	EMITS CARBON MONOXIDE AS A BYPRODUCT OF COMBUSTION
	SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM
	INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
	PURPOSES IN THE NEW AT SUCH OTHER LOCATIONS AS REQUIRED
	BY THIS CODE.
	908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
	MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
	NATIONALLY RECOGNIZED TESTING LABORATORY.

	11H) COMPLIED.

	11I-11L) COMPLIED

	12-14)COMPLIED.

	15) PROVISO: THE HEIGHT OF THE SLIDING GLASS DOOR SILL
	WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
	APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .

	16-18) COMPLIED

	19) COMPLIED.

	20) 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.

	21) PLEASE NOTE FOR ELECTRONIC PLAN REVIEW PEDDS
	DOCUMENTS ARE NO LONGER BEING APPROVED SINCE THE
	FLORIDA DEPARTMENT OF TRANSPORTATION NO LONGER HAS IT
	AVAILABLE. THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL
	SHEETS SHOW COMPLIANCE WITH THE FLORIDA ADMINISTRATIVE
	CODE:
	61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
	ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
	REPORTS OR OTHER DOCUMENTS.
	(2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL
	SIGNATURE TO SEAL ENGINEERING WORK SHALL HAVE THEIR
	IDENTITY AUTHENTICATED BY A CERTIFICATION AUTHORITY AND
	SHALL ASSURE THAT THE DIGITAL SIGNATURE IS:
	(A) UNIQUE TO THE PERSON USING IT;
	(B) CAPABLE OF VERIFICATION;
	(C) UNDER THE SOLE CONTROL OF THE PERSON USING IT;
	(D) LINKED TO A DOCUMENT IN SUCH A MANNER THAT THE
	ELECTRONIC SIGNATURE IS INVALIDATED IF ANY DATA IN THE
	DOCUMENT ARE CHANGED.
	NOTE: SOILS REPORTS AS WELL AS ENERGY CALCULATIONS IF
	THEY ARE NOT SUBMITTED WITH AN ELECTRONIC SIGNATURE
	WILL REQUIRE PAPER DOCUMENTS WITH WET SEAL AND ORIGINAL
	SIGNATURE, NOT PHOTOCOPIES.

	22) 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	2016-02-10		Cont ID
Sent By	jwitmer			Date	2016-02-10	Time	Rev Time
Received By	jwitmer			Date	2016-02-10	Time	Sent To

Notes

2016-02-10 15:38:23	BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120897
	ADD: 7000 OKEECHOBEE BLVD. BLDG. TYPE III
	CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
	TEL: 561-891-0414
	E-MAIL: [email protected]

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

	1ST REVIEW
	DATE: WED. FEB. 10/2016
	ACTION: DENIED

	NOTE: THIS REVIEW IS FOR BUILDING TYPE III, NOT FOR THE
	SITE PLAN, OR ANY ASSOCIATED AMENITIES.

	1) THE PERMIT APPLICATION VALUE OF $2,400,000.00
	DOLLARS IS LOW. THE AUGUST 2015 ICC VALUATION TABLES
	LIST THE VALUE AT: BUILDING TYPE: III B AT
	$3,713,445.90 DOLLARS.
	NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
	IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
	SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
	BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
	PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
	BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
	VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
	VALUATION OF THE BUILDING PERMIT.

	W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
	FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
	MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
	REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
	AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
	ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.

	108.3* BUILDING PERMIT VALUATION.
	IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
	CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
	ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
	APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
	PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
	VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
	REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
	SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
	STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
	FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
	BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
	COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
	VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
	DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
	(MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
	FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
	CONGRESS.

	2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
	THRESHOLD BUILDING BY STATE STATUTE, THRESHOLD BUILDING
	FL S. S. 553.71(7) ?THRESHOLD BUILDING" MEANING ANY
	BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN
	HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
	CLASSIFICATION AS DENIED IN THE
	FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
	AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
	PERSONS.

	2A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
	AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
	INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
	THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
	PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
	INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
	THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
	OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
	SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
	THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
	WITH THE PERMITTED DOCUMENTS.

	2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
	CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
	BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
	553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
	REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
	ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
	INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
	REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
	PLACE.

	2C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
	AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
	ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
	OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
	BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
	PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
	FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
	AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
	FLORIDA STATUTE.

	2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
	OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
	RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
	SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
	WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
	A INTERVIEW MAYBE SCHEDULED. UNDER NO CIRCUMSTANCES
	WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
	MEETING THE ABOVE CRITERIA.

	2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
	HISTORY FOR THIS TYPE OF CONSTRUCTION.

	2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
	REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
	PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
	ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
	APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
	PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
	COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
	THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
	IN BLACK & WHITE..

	2G)NOTICE ONLY, NO ACTION IS REQUIRED. PLEASE CALL THE
	CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE
	INSPECTIONS LINE (561) 805-6700) FOR ALL BUILDING
	INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS WITHOUT
	THIS THE PERMIT EXPIRES IN 6 MONTHS, ABANDONMENT OF
	JOB, NO INSPECTION ACTIVITY.

	2H) NOTICE ONLY, NO ACTION IS REQUIRED. 109.3.6
	THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR THRESHOLD
	INSPECTORS #26. ASSURE THAT THE DESIGNER HAS REQUIRED
	ON THE PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED
	FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS.

	3) PLEASE NOTE THE SITE ADDRESS HAS BEEN PROVIDED AS
	7000 OKEECHOBEE BLVD. PLEASE CONTACT THE CITY?S
	ADDRESSING SPECIALIST FOR ADDRESSING CONCERNS, EITHER
	STREET NAMES OR NUMERICAL ADDRESSES TO IDENTIFY EACH
	BUILDING. CITY MUNI CODE SEC.78-6 (1-7)
	(2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE
	ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION
	OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR
	PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE
	READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR
	TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE
	ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE
	BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE
	HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE
	NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF
	NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE,
	SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE
	CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS
	WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL,
	INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A
	SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS
	SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL
	ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL
	ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE
	POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH
	A COMMON EXTERIOR ENTRANCE.
	(3) MONUMENT SIGNS. ALL MONUMENT SIGNS FOR MULTIPLE
	RESIDENTIAL, COMMERCIAL, INDUSTRIAL, OR INSTITUTIONAL
	DEVELOPMENTS SHALL POST THE ADDRESS RANGE FOR THE
	DEVELOPMENT. THE POSTED ADDRESS RANGE SHALL MEET THE
	REQUIREMENTS OF THIS SECTION.
	CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/
	INFORMATION TECHNOLOGY
	TEL: 561-494-1040

	4) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS
	COMPLIANCE WITH: 2014 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.

	5) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS A
	SURVEY. 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
	BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
	1, ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA
	FOR BUILDINGS
	107.3.5.1 COMMERCIAL BUILDINGS:
	107.3.5.1.1 BUILDING
	SURVEY / FLOOD ZONE

	6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2
	OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING.
	RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
	INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
	R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
	GRADE PLANE.

	2014 FBC-ENERGY CODE C401.2. COMMERCIAL BUILDINGS SHALL
	COMPLY WITH ONE OF THE FOLLOWING:
	1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
	2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
	C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
	WITH EITHER SECTION C406.2, C406.3 OR C406.4.
	3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
	C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
	BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
	PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.

	7) INCOMPLETE PLANS. THE INDEX SHEET SHOWS FOR
	STRUCTURAL SHEETS S1-S5 ARE TO BE WITHIN THIS SET OF
	DOCUMENTS. ONLY SHEET S-BUILDING III-ESS WAS UPLOADED.
	THERE IS INSUFFICIENT INFORMATION TO DO A COMPLETE
	STRUCTURAL REVIEW.
	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION:
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
	107.3.5.1.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
	COMMERCIAL BUILDINGS
	(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE:
	SOILS CONDITIONS/ ANALYSIS
	TERMITE PROTECTION
	WIND REQUIREMENTS/ MISSING ROOF PRESSURES
	BUILDING ENVELOPE
	WALL SYSTEMS
	ROOF SYSTEMS
	THRESHOLD INSPECTION PLANS
	STAIR SYSTEMS
	ELEVATOR, SHAFT WAY & PIT DESIGN

	8A) SHEET S-BUILDING I-ESS SHOWS THE WIND DESIGN
	PRESSURES AT 45 FEET ABOVE GRADE EXPOSURE C. A WIND
	LOAD CHART WAS PROVIDED FOR WALL ZONES 4 & 5. THE
	PRESSURES PROVIDED DO NOT STATE FOR HOW MANY SQUARE
	FEET THE CALCULATIONS WERE TAKEN FOR. PLEASE PROVIDE
	CALCULATIONS (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT.,
	50 SQ. FT. & 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND
	DESIGN DATA, WIND DESIGN PRESSURES.

	8B) NOTE THERE WASN?T A ROOF ZONE LAYOUT CHART FOR ROOF
	ZONES 1,2 AND 3 PROVIDED. . PLEASE PROVIDE CALCULATIONS
	(STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. &
	100 SQ. FT. 2014 FBC-B 1603.1.4 WIND DESIGN DATA, WIND
	DESIGN PRESSURES.

	9A) MISSING FROM THE SUBMITTED DOCUMENT FILE WERE
	PRODUCT APPROVAL DOCUMENTS. EITHER THE DESIGNER OF
	RECORD OR CONTRACTOR CAN SUBMIT THE PRODUCT APPROVAL
	DOCUMENTS OR ELECT TO HAVE THESE DOCUMENTS BE
	CONSIDERED AS A DEFERRED SUBMITTAL. IF THEY PREFER THE
	PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS THEY MUST
	STATE SO IN THE RESPONSE NARRATIVE.

	9B) COMPONENTS & CLADDING. 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 ,MULLIONS 7 ROOF HATCHES.
	(B) WINDOWS & MULLIONS
	(C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
	LOUVERS, EFIS SYSTEMS,
	(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
	VENTILATORS
	(E) SHUTTERS
	(F) SKYLIGHTS
	(G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
	STANDS

	9C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
	RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
	THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.

	9D) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
	OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
	INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
	PRESSURES FOR EACH OPENING.

	9E) FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
	ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
	ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
	IF ENHANCED FASTENING IS ALLOWED. IF SO RAS 117
	CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
	OR ENGINEER.

	9F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
	DETAILED ATTACHMENT TO THE ROOF 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?

	10) THIS IS A GENERAL COMMENT THAT WILL PERTAIN TO ALL
	FLOORS. PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE
	WITH:

	10A) NOTE THIS NOTE APPLIES TO FLOORS 2-4 ONLY. FBC-B
	2014 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
	ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
	UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
	SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
	NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
	ACCORDANCE WITH ASTM E 492.

	10B) THIS NOTE APPLIES TO WALLS ON ALL FLOORS. WALL
	TYPES FOUND ON SHEET A8.01, THE WALL TYPES DO NOT
	PROVIDE THE REQUIRED STC RATING NOR TEST RESULTS IN
	ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE SOUND.
	WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
	SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
	PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
	CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
	FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
	E 90.

	10C) TYPE III-TYPE V CONSTRUCTION: FBC-B-2014 720.2
	CONCEALED INSTALLATION.
	INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN
	BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A
	FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
	SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
	FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
	A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
	MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
	MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.

	11) 1ST FLOOR/ SHEET A2.02.III:
	11A) COMMON CORRIDOR THE WALL TYPES ARE NOT DEPICTED
	FOR THE RESIDENTIAL UNITS. ADDITIONAL INFORMATION
	REQUIRED FOR RATED WALL. 107.2.1.3. IN UNIT TYPES A & B
	THE CORRIDOR SHOWS AN ITEM 11 A 4 INCH RAIN LEADERS THE
	WALL TYPE IS NOT IDENTIFIED.

	11B) THE COMMON CORRIDOR WALL (BLOCK WALL TYPE FOUND ON
	A8.01) THAT IS CALLED OUT IN ALL OF THE TENANT SUITES
	BUT THIS SHEET ONLY TELLS THE UL DESIGN NUMBER, THE
	COMPONENTS IN THE UL LISTING ARE NOT DEPICTED AS IN THE
	UL LISTING. THE OTHER ISSUE IS WITH THE UL LISTING FOR
	ALL BLOCK WALLS TO THE FLOOR/SLAB CEILING ASSEMBLY
	ABOVE, THE DECK TYPE IS UNKNOWN SINCE THE STRUCTURAL
	SHEETS WERE LEFT OUT FOR FLOOR SLABS 2-4 AND THE ROOF
	ASSEMBLY. HOW WILL COMPLIANCE WITH THE 2014 FBC-B 715.1
	GENERAL.
	JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED
	WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR
	ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
	APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST
	THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
	REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
	ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
	FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
	ACCORDANCE WITH SECTION 715.3. DEPENDING ON THE MAKE UP
	OF THE FLOOR AND ROOF ASSEMBLIES THERE MAY BE
	DISSIMILAR MATERIALS.

	11C) COMMON COMMENT FOR ALL FLOORS. THE COMMON WALL
	BETWEEN ALL TENANT SUITES IDENTIFIED AS WALL TYPE A IS
	A DRYWALL AND METAL STUD WALL LISTED AS UL # 465. THERE
	IS NO SUCH LISTING. THERE IS A UL U465 PLEASE CORRECT
	PLANS AND PROVIDE THE BACK UP DETAILS FOR THE INSPECTOR
	TO BE ABLE TO REFER TO THE DETAIL FOR THE REQUIRED MAKE
	UP OF THE SYSTEM. NOTE UL DOES NOT PROVIDE A STC RATING
	OF THE WALL. SINCE THIS WILL BE A WALL ASSEMBLY WITH
	DISSIMILAR MATERIALS TO THE FLOOR CEILING AND ROOF DECK
	ASSEMBLY HOW WILL THE FIRE RATING BE MAINTAINED IN
	ACCORDANCE WITH 2014 FBC-B 715.1 JOINTS INSTALLED IN OR
	BETWEEN FIRE-RESISTANCE RATED WALLS, FLOOR OR
	FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING
	ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED
	FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
	PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
	REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
	ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
	FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
	ACCORDANCE WITH SECTION 715.3.
	715.3 FIRE TEST CRITERIA. FIRE-RESISTANT JOINT SYSTEMS
	SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF
	EITHER ASTM E 1966 OR UL 2079.

	11D) THE PRIVATE INDIVIDUAL GARAGES ONLY SHOW AN
	OVERHEAD GARAGE DOOR AS A MEANS OF EGRESS. THE
	EXCEPTION 1 OF 1008.1.2 DOES ALLOW FOR THE USE OF OTHER
	THAN A SWING TYPE DOOR WHEN THE OCCUPANT LOAD IS LESS
	THAN 10.

	11E) THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01
	CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
	PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
	AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
	OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
	WITH UL 325. IF THERE IS A POWER FAILURE OR A
	MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
	HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
	ADDITIONAL INFORMATION IS REQUIRED.

	11F)THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
	WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
	SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
	ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
	BUILDING CODE REQUIREMENTS.

	11F)(1) 2014 FBC-B 420.5 SMOKE DETECTION AND FIRE ALARM
	SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE
	PROVIDED IN GROUP I-1, R-1 AND R-2 OCCUPANCIES IN
	ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND 907.2.9,
	RESPECTIVELY. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS
	SHALL BE IN ACCORDANCE WITH SECTION 907.2.11.
	907.2.9 GROUP R-2. FIRE ALARM SYSTEMS AND SMOKE ALARMS
	SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES AS REQUIRED
	IN SECTIONS 907.2.9.1 THROUGH 907.2.9.3.

	11F)(2) 907.2.11.2 GROUPS R-2. 907.2.11.SINGLE- OR
	MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED AND
	MAINTAINED IN GROUPS R-2, R-3, R-4 AND I-1 REGARDLESS
	OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS:
	1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE
	SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
	2. IN EACH ROOM USED FOR SLEEPING PURPOSES.

	11G) THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
	WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
	SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
	ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
	BUILDING CODE REQUIREMENTS.
	2014 FBC-B 908.7 CARBON MONOXIDE PROTECTION. EVERY
	SEPARATE FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
	ISSUED AND HAVING A FOSSIL-FUEL BURNING HEATER OR
	APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
	FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
	AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
	CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
	ROOM USED FOR SLEEPING PURPOSES IN THE NEW AT SUCH
	OTHER LOCATIONS AS REQUIRED BY THIS CODE.
	908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
	MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
	NATIONALLY RECOGNIZED TESTING LABORATORY.

	11H)(1) THE PLANS INDICATE THIS IS A 4 STORY BUILDING
	WITH A TRAVEL DISTANCE OF 40 FEET. THIS INVOKES THE
	AMBULANCE STRETCHER REQUIREMENTS FOUND IN FBC-B 3002.4.
	PLEASE DEPICT COMPLIANCE WITH THIS CODE SECTION:
	3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER.
	ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
	WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
	LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
	(7620 MM), MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE
	PASSENGER ELEVATOR THAT IS OPERATIONAL FOR BUILDING
	OCCUPANTS AND FIRE DEPARTMENT EMERGENCY ACCESS TO ALL
	FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND
	ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24
	INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS
	THAN 5-INCH (127 MM) RADIUS CORNERS?

	11H)(2) 3004.2.4 REQUIRED STAR OF LIFE SYMBOL, SHALL BE
	IN THE HORIZONTAL, OPEN POSITION AND SHALL BE
	IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY
	MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT
	BE LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE
	PLACED INSIDE ON BOTH SIDES OF THE HOSTWAY DOOR FRAME.

	11H)(3) 3002.3 EMERGENCY SIGNS. IN APPROVED PICTORIAL
	SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT
	TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING
	OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE
	ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN CASE
	OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS

	11I) PLEASE PROVIDE CODE COMPLIANCE WITH: FBC-B
	3011.1(1-3) ELECTROLYSIS PROTECTION FOR UNDERGROUND
	HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY INSTALLED
	UNDERGROUND HYDRAULIC PRESSURE CYLINDERS SHALL BE
	ENCASED IN OUTER PLASTIC CONTAINMENT TO MINIMIZE
	ELECTROLYTIC CORROSION BETWEEN THE METAL CYLINDER AND
	GROUND CATHODE.

	11J) THE BLOCK WALL TYPE SURROUNDING THE ELEVATOR
	HOISTWAY AND TRASH ROOM DO NOT HAVE WALL IDENTIFICATION
	TAGS FOR EITHER A 2 HOUR REQUIRED WALL IN THE ELEVATOR
	SHAFT (3002.1 HOISTWAY ENCLOSURE PROTECTION) NOR THE 1
	HOUR RATED WALL FOR THE TRASH ROOM TABLE 509.

	11K) THERE IS A NOTE ON THE PLANS STONE VENEER BY
	CULTURED STONE LEDGE STONE VENEER TYPE. SHEET
	A8.08.PAGE 8 OF THE MANUFACTURERS BROCHURE INDICATES
	BUILDING CODE REQUIREMENTS VARY FROM AREA TO AREA.
	CHECK WITH LOCAL AUTHORITIES FOR BUILDING CODE
	REQUIREMENTS IN YOUR AREA. THIS PRODUCT HAS CODE
	COMPLIANCE EVALUATION AND LISTING, TEST ICC-ESESR-1364.
	PLEASE SUBMIT REPORT TO VERIFY COMPLIANCE WITH EITHER
	1405.7 STONE VENEERS/ ANCHORED OR 1405.10 ADHERED
	MASONRY VENEERS.

	11L) THERE ARE NO WALL SECTION DETAILS OF THE CULTURED
	STONE LEDGE STONE VENEER IN RELATION TO THE FOUNDATION
	AND COMPLIANCE WITH: 2014 FBC-B 1405.10.1.3 CLEARANCES.
	ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE
	INSTALLED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE
	EARTH, OR A MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED
	AREAS, OR A MINIMUM OF 1/2 INCH (12 MM) ABOVE EXTERIOR
	WALKING SURFACES WHICH ARE SUPPORTED BY THE SAME
	FOUNDATION THAT SUPPORTS THE EXTERIOR WALL.

	12) SHEET A3.05 SHOWS A OPEN STAIRWELL ON THE 1ST FLOOR
	THROUGH THE 4TH FLOOR BUT THE STAIRWAY FROM THE 4TH
	FLOOR TO THE ROOF DOES NOT MEET THE REQUIREMENTS FOR
	OPENNESS.
	2014 FBC-B 1026.3 OPEN SIDE. EXTERIOR EXIT STAIRWAYS
	AND RAMPS SERVING AS AN ELEMENT OF A REQUIRED MEANS OF
	EGRESS SHALL BE OPEN ON AT LEAST ONE SIDE. AN OPEN SIDE
	SHALL HAVE A MINIMUM OF 35 SQUARE FEET (3.3 M2) OF
	AGGREGATE OPEN AREA ADJACENT TO EACH FLOOR LEVEL AND
	THE LEVEL OF EACH INTERMEDIATE LANDING. THE REQUIRED
	OPEN AREA SHALL BE LOCATED NOT LESS THAN 42 INCHES
	(1067 MM) ABOVE THE ADJACENT FLOOR OR LANDING LEVEL.
	CONSTRUCTION FROM THE 4TH FLOOR WILL BE THAT REQUIRED
	FLOOR ENCLOSED STAIRS. 1022.2 CONSTRUCTION. FOR THIS
	CONSTRUCTION WE ARE LOOKING FOR A 1 HOUR ENCLOSURE.

	13) SHEETS A8.01 DETAILS 1 & 2 SHOW A ALFOIL (R 4.1)
	WALL INSULATION WHERE AS A8.02 DETAIL 6 & 8
	SHOWS WALL INSULATION WITH A (R 5.1) VALUE, IS THIS A
	DISCREPANCY? WALL INSULATION WILL NEED TO MEET THE
	VALUES IN THE ENERGY EFFICIENCY RATINGS GIVEN IN THE
	ENERGY SUBMITTAL.

	14) SHEET A8.03:
	14A) DETAIL # 2 SHOWS A SUB-BUCK THAT IS SHORT ON THE
	INTERIOR SIDE. FBC-B UNLESS OTHERWISE TESTED, BUCKS
	SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR
	DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS
	PROVIDED.

	14B) DETAIL #2 IS A WINDOW SILL DETAIL, PLEASE PROVIDE
	COMPLIANCE WITH FBC-B 1405.4 FLASHING SHALL BE
	INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW
	ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR
	WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH
	ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR
	PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
	LOCATIONS WHERE MOISTURE COULD ENTER THE WALL.

	14C) DETAIL # 10 IS FOR A HANDRAIL ATTACHMENT TO WALL
	AND SHOWS A CLEAR SPACE BETWEEN THE HANDRAIL OF 2 ?
	INCHES. THE 2014 FBC-B 102.7 CLEARANCES INDICATES A 1 ?
	INCHES BETWEEN THE WALL AND HANDRAIL.

	15) SHEET A8.02 DETAIL # 11 SHOWS A SLIDING GLASS DOOR
	WITH A ? INCH HIGH TRACK SYSTEM. PLEASE NOTE THAT
	WITHIN THE PRODUCT APPROVALS FOR SLIDING GLASS DOORS
	THERE ARE NOTES THAT A TRACK WITH A ? INCH HEIGHT IS
	NOT WATER RESISTANT THIS NOTE IS ON ALL SLIDING GLASS
	DOOR APPROVALS.

	16) SHEET A4.01: UNIT A.1
	16A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
	APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
	ACCORDANCE WITH ANSI A117.1-98. 305.

	16B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
	NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
	THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
	RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
	RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
	CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.

	17) SHEET A4.02: UNIT B.1.

	17A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
	APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
	ACCORDANCE WITH ANSI A117.1-98. 305.

	17B) UNIT B1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
	NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
	THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
	RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
	RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
	CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.

	18) SHEET A4.03: UNIT C.1

	18A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
	APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
	ACCORDANCE WITH ANSI A117.1-98. 305.

	18B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
	NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
	THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
	RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
	RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
	CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.

	19) THE ROOF PLAN A2.02 III INDICATES THE HEIGHT OF THE
	PARAPET SECTIONS OF WALL BUT NOT THE ELEVATION AT THE
	ROOF DRAINS, EMERGENCY OVERFLOWS NOR THE HIGH PINT OF
	THE ROOFING SYSTEM LOCATED AT THE HIGH POINT THE WALL
	LINE. PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-B
	1503.4. ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION
	1503 AND CHAPTER 11 OF HE FLORIDA BUILDING CODE,
	PLUMBING.

	20) 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.

	21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
	AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
	REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
	REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
	PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
	EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
	COOPERATION.

	A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.
	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2016-04-04			Cont ID
Sent By	vperez			Date	2016-04-04	Time	11:09	Rev Time	0.00
Received By	vperez			Date	2016-04-04	Time	11:08	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2016-02-18			Cont ID
Sent By	vperez			Date	2016-02-18	Time	06:13	Rev Time	0.00
Received By	vperez			Date	2016-02-17	Time	15:14	Sent To

Notes

2016-02-18 06:13:24	INITIAL ELECTRICAL PLAN REVIEW

	APPLICABLE CODES IN EFFECT:
	FLORIDA BUILDING CODE 2014 5TH EDITION
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
	EDITION
	NFPA 70- 2011
	COMMENTS:

	1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
	PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
	PERMITS AND DATA SPECIFICATION SHEET SUBMITTALS FOR ALL
	SITE LIGHTING AND ASSOCIATED EQUIPMENT, GENERATOR IF
	PART OF DESIGN, FIRE/DOMESTIC PUMPS, ALL LOW VOLTAGE
	SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE ALARM,
	ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,
	WIRELESS SYSTEMS, ELEVATORS, CAR CHARGING STATIONS,
	ETC. A NOTE WILL SUFFICE.
	2. PLEASE ADD A GENERAL NOTE TO SHEET TO INDICATE THE
	REQUIREMENTS OF NEC 300.5D3 AND TABLE 300.5 FOR MINIMUM
	COVER REQUIREMENTS FOR CONDUITS AND THE PLACEMENT OF A
	WARNING RIBBON FOR THE SERVICE LATERAL CONDUCTORS SHOWN
	FOR THIS PROJECT. A NOTE WILL SUFFICE.
	3. ADD A GENERAL NOTE TO PROVIDE PER FBC EC 405.7.4-
	COMPLETION DOCUMENTS PER CODE SECTION.
	4. PLEASE SHOW AIC CALCULATION BASED ON INFORMATION
	PROVIDED BY UTILITY FOR APPROVAL. NEC 110.24 FBC 107
	5. ADD A NOTE REGARDING THE REQUIREMENTS OF FBC RES 314
	SMOKE/CO DETECTORS, SEE VERBIAGE IN THE CODE AS TO
	PLACEMENTS AND REQUIREMENTS.
	6. PLEASE CLARIFY THE SELECTION OF A #1 CONDUCTOR FOR
	THE ELEVATOR MOTOR 175A/3P OVERCURRENT SELECTION. SEE
	NEC 310.15B16 AND 430.22
	7. PLEASE ADD A FIRE STOP DETAIL FOR THE FEEDER
	PENETRATIONS THROUGH THE BUILDING FLOORS. FBC 107.3
	8. PER NEC 230.2 SPECIAL PERMISSION REQUIRED BY AHJ FOR
	THE TWO SERVICE LATERALS SHOWN TO THE BUILDING, TO BE
	SUBMITTED IN WRITING.
	9. LABEL MAINS IN THE ELECTRICAL ROOM TO INDICATE MAIN
	1 OF 2 AND 2 OF 2, ALSO COMPLY WITH THE REQUIRED
	SIGNAGE TO ASSIST FIRST RESPONDERS. NEC 230.70B
	10. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
	FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
	REGARDING THIS PROJECT.


	VALENTINO PEREZ
	ELECTRICAL PLANS EXAMINER II
	561-805-6717
	[email protected]

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	N	Date	2016-03-15		Cont ID
Sent By	mgonzale			Date	2016-03-15	Time	Rev Time
Received By	mgonzale			Date	2016-03-15	Time	Sent To	I

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	5	Status	P	Date	2016-09-08			Cont ID
Sent By	scaldero			Date	2016-09-08	Time	10:57	Rev Time	0.00
Received By	scaldero			Date	2016-09-07	Time	14:42	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	4	Status	P	Date	2016-08-04			Cont ID
Sent By	scaldero			Date	2016-08-04	Time	17:45	Rev Time	0.00
Received By	scaldero			Date	2016-08-04	Time	17:45	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	F	Date	2016-07-28			Cont ID
Sent By	scaldero			Date	2016-07-28	Time	17:20	Rev Time	0.00
Received By	scaldero			Date	2016-07-28	Time	17:20	Sent To

Notes

2016-07-28 17:20:50	PERMIT # 15120897
	REVIEW COMMENTS - FIRE DEPARTMENT

	3RD REVIEW
	FAILED REVIEW COMMENTS:

	1) REPEAT COMMENT (3RD TIME BEING NOTED): ENGINEERED
	FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS
	ARE REQUIRED FOR A GENERAL BUILDING PERMIT. THESE
	DOCUMENTS ARE NOT INCLUDED IN THE RESUBMISSION. PER
	FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
	PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
	POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
	APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
	CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
	AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
	SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
	AND ANY PERFORMANCE BASED INFORMATION SUCH AS
	PRE-ENGINEERED SYSTEMS.

	2) 7/28/16: A LETTER WAS SUBMITTED BY THE CONTRACTOR
	AND SEALED BY THE ENGINEER OF RECORD. THE LETTER
	SUBMITTED FAILED TO ADDRESS ALL OF THE LISTED
	REQUIREMENTS FOR THE ENGINEERED FIRE PROTECTION
	SYSTEMS, AS LISTED UNDER FAC 61G15-32. AN EMAIL WAS
	SENT OUTLINING THESE REQUIREMENTS TO ALL PARTIES.
	ADDITIONALLY, ALL PARTIES HAVE BEEN ADVISED THAT A FEE
	MAY BE ASSESSED FOR CONTINUED SUBMISSIONS THAT FAIL TO
	BE IN COMPLIANCE.


	SUE ELLEN CALDERON
	ASSISTANT FIRE MARSHAL
	FIRE INVESTIGATOR & INSPECTOR
	OFFICE OF THE FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 804-4751

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2016-04-07			Cont ID
Sent By	scaldero			Date	2016-04-07	Time	10:20	Rev Time	0.00
Received By	scaldero			Date	2016-04-07	Time	10:17	Sent To

Notes

2016-04-07 10:17:36	PERMIT # 15120897
	REVIEW COMMENTS - FIRE DEPARTMENT

	2ND REVIEW
	FAILED REVIEW COMMENTS:

	1) REPEAT COMMENT: ENGINEERED FIRE ALARM AND FIRE
	SPRINKLER CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A
	GENERAL BUILDING PERMIT. THESE DOCUMENTS ARE NOT
	INCLUDED IN THE RESUBMISSION. PER FLORIDA
	ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
	PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
	POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
	APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
	CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
	AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
	SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
	AND ANY PERFORMANCE BASED INFORMATION SUCH AS
	PRE-ENGINEERED SYSTEMS.

	2) REPEAT COMMENT: RESPONSE COMMENTS STATE THAT THIS IS
	PROVIDED ON SHEET A1.11. THIS SHEET IS NOT PROVIDED IN
	THE RESUBMISSION.
	PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO
	EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM
	WWW.KNOXBOX.COM.


	SUE ELLEN CALDERON
	ASSISTANT FIRE MARSHAL
	FIRE INVESTIGATOR & INSPECTOR
	OFFICE OF THE FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 804-4751

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2016-02-11			Cont ID
Sent By	scaldero			Date	2016-02-11	Time	16:38	Rev Time	0.00
Received By	scaldero			Date	2016-02-11	Time	16:25	Sent To

Notes

2016-02-11 16:37:58	PERMIT # 15120897
	REVIEW COMMENTS - FIRE DEPARTMENT

	FAILED REVIEW COMMENTS:

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

	2) PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND
	WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL
	BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
	CONSTRUCTION WORK. SEPARATE PLANS AND PERMITS NEEDED
	FOR PRIVATE UNDERGROUND FIRE LINE AND FIRE HYDRANTS.

	3) PROVIDE A LIFE SAFETY PLAN SHOWING ALL OCCUPANCY
	TYPES, OCCUPANT LOADS, FIRE RATED WALLS, EXIT SIGNS,
	EMERGENCY LIGHTING, TRAVEL DISTANCES, COMMON PATH OF
	TRAVEL ETC.

	4) PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO
	EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM
	WWW.KNOXBOX.COM.

	5) PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED
	FOR STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE
	CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR ANY
	MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE
	WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
	TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
	WITH A MALTESE CROSS SIGN MEASURING 8 INCHES
	HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
	REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
	WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
	A. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
	MARKED WITH THE LETTER "R".
	B. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
	SHALL BE MARKED WITH THE LETTER "F".
	C. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
	SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".

	6) 9.4.3 FIRE FIGHTER'S EMERGENCY OPERATIONS.
	9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
	FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
	A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.

	7) HARD-WIRED MULTI-STATION SMOKE ALARMS SHALL BE
	INSTALLED ON ALL LEVELS OF THE DWELLING UNIT, INSIDE
	EACH BEDROOM AND DIRECTLY OUTSIDE BEDROOM DOORS. (NFPA
	101: 30.3.4.5)


	SUE ELLEN CALDERON
	ASSISTANT FIRE MARSHAL
	FIRE INVESTIGATOR & INSPECTOR
	OFFICE OF THE FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]
	(561) 804-4751

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2016-10-04			Cont ID
Sent By	cpuell			Date	2016-10-04	Time	12:45	Rev Time	0.00
Received By	cpuell			Date	2016-09-22	Time	13:15	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2016-09-22			Cont ID
Sent By	lmarchan			Date	2016-09-22	Time	08:35	Rev Time	0.00
Received By	lmarchan			Date	2016-09-06	Time	10:06	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2016-05-02			Cont ID
Sent By	cpuell			Date	2016-05-02	Time	07:58	Rev Time	0.00
Received By	cpuell			Date	2016-04-01	Time	08:48	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2016-03-15			Cont ID
Sent By	lmarchan			Date	2016-03-15	Time	13:21	Rev Time	0.00
Received By	lmarchan			Date	2016-02-01	Time	15:10	Sent To

Notes

2016-02-18 06:14:23

EMAIL TO CAROLINE ELECTRICAL REVIEW 2/18

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	P	Date	2016-09-14		Cont ID
Sent By				Date	2016-09-14	Time	Rev Time	0.00
Received By				Date	2016-09-14	Time	Sent To

Notes

2016-09-14 11:08:38	P. B. C. IMPACT FEES;
	TRACKING NO. MU-2016-021939-0000
	RECEIPT: 2016-0913-113
	FEES: $150,083.85

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2016-02-10			Cont ID
Sent By	jwitmer			Date	2016-02-10	Time	15:40	Rev Time	0.00
Received By	jwitmer			Date	2016-02-10	Time	15:40	Sent To

Notes

2016-02-10 15:41:09	IMPACT FEES
	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	4	Status	P	Date	2016-09-26			Cont ID
Sent By	ccole			Date	2016-09-26	Time	13:31	Rev Time	0.00
Received By	ccole			Date	2016-09-26	Time	13:31	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	3	Status	F	Date	2016-09-13			Cont ID
Sent By	ccole			Date	2016-09-13	Time	11:28	Rev Time	0.00
Received By	ccole			Date	2016-09-13	Time	08:27	Sent To

Notes

2016-09-13 11:36:22	3RD REVIEW FBC-2014 MECHANICAL
	PERMIT #15120897
	9/13/16

	1) AC CALCULATIONS A, D, & M FOR THE SE CORNER UNITS
	INDICATE 1.0 TONS OF COOLING (12,000 BTU'S) . UNITS
	SELECTED, AS SHOWN IN THE ENERGY CALCULATIONS, ARE
	21,200 & 26,300 BTU'S. THERE IS NO EXCEPTION UNDER
	SECTION C403.2.2 FBC-14 ENERGY CONSERVATION THAT ALLOWS
	THIS INCREASED SIZE IN TONNAGE, HOWEVER AN INCREASE TO
	THE 16,700 BTU (1-1/2 TON) SYSTEM IS ACCEPTABLE.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2016-04-07			Cont ID
Sent By	ccole			Date	2016-04-07	Time	10:05	Rev Time	0.00
Received By	ccole			Date	2016-04-07	Time	06:54	Sent To

Notes

2016-04-07 10:25:42	2ND REVIEW: FBC 2014 MECHANICAL
	PERMIT #15120897
	BUILDING-5, TYPE III
	4/7/16

	1) THERE ARE MANY INCONISTENCIES PERTAINING TO SYSTEM
	SIZINGS AND LOCATIONS BETWEEN THE HEAT LOAD AND ENERGY
	CALCULATIONS, AND THE AC PLANS AND SCHEDULES FOR THE
	UNITS- SHEETS M4.01, 4.02, & 4.03. FOR EXAMPLE: A)
	SYSTEMS A1 & A1.R ARE INDICATED AS 16,700 BTUH IN THE
	ENERGY CALCULATIONS BUT LISTED AS BOTH 16,700 & 21,200
	IN THE SCHEDULES, AND THE HEAT LOAD CALCS INDICATE IT
	TO BE 16,700, 21,200 AND 26,300 DEPENDING ON THE FLOOR
	IT IS LOCATED ON. B) SYSTEMS B1 & B1.R ARE INDICATED TO
	BE 16,700 BTUH IN THE HEAT LOAD CALCS FOR TWO OF THE
	UNIT LOCATIONS AND 21200 FOR THE THIRD, HOWEVER THE
	SCHEDULE INDICATES AN ADDITIONAL B SYSTEM AT 26,300,
	AND NO DATA IS SHOWN FOR THE 26,300 B SYSTEM IN THE
	ENERGY CALCS. C) HEAT LOAD CALCULATION D, F, & J DO NOT
	MATCH THE DATA IN SCHEDULES OR ENERGY CALCULATIONS. D)
	CALCULATION P, Q, & R THAT ARE SHOWN IN THE HEAT LOAD
	DIAGRAMS FOR THE 4TH FLOOR ARE NOT LISTED IN THE
	ALPHABETICAL HEAT LOAD SCHEDULE. E) THE AC SCHEDULE ON
	SHEET M4.03 SHOWS A 31,000 BTUH SYSTEM FOR AHU-C3 WHICH
	IS NOT SHOWN IN ANY OF THE CALCULATIONS. BECAUSE OF
	THESE AND OTHER INCONSISTENCIES A FULL REVIEW OF SYSTEM
	SIZING AND ENERGY COMPLIANCE CANNOT BE COMPLETED AT
	THIS TIME. PLEASE REVIEW AND REVISE THE DOCUMENTS AND
	PLANS SO THAT THEY MATCH AND ARE INCONSISTENT.
	2) THE WINDOW GLASS SQUARE FOOTAGE CALCULATIONS ON THE
	HEAT LOAD CALCULATIONS SHOW A MUCH LARGER AMOUNT OF
	GLASS COMPARED TO THE GLASS AREA CALCULATIONS ON THE
	UNIT FLOOR PLANS SHOWN ON SHEETS M4.01, M4.02, AND
	M4.03. PLEASE CLARIFY WHY NO VENTILATION AIR IS SHOWN
	ON THE CALCULATIONS, AND WHY NO LATENT LOADS HAVE BEEN
	CALCULATED FOR INFILTRATION, LIGHTING, AND EQUIPMENT?
	3) THE GARAGE VENTILATION CALCULATIONS ON SHEET M5.01
	INDICATE "NATURAL VENTILATION", HOWEVER THE 100 CFM PER
	CAR IS A MECHANICAL VENTILATION REQUIREMENT INDICATED
	INTABLE 403.3. PLEASE NOTE THAT NATURAL VENTILATION IS
	FOR OCCUPIED SPACES AS INDICATED IN SECTION 401.2,
	HOWEVER PER SECTION 202 DEFINITIONS, A GARAGE IS NOT
	CONSIDERED OCCUPIABLE SPACE. PROVIDE MECHANICAL
	VENTILATION PER TABLE 403.3.
	4) M5.01: THE TRASH ROOM EXHAUST IS NOT CONSIDERED
	ENVIRONMENTAL AIR AND THEREFORE THE OUTLET SHALL BE 10'
	FROM OPERABLE OPENINGS INTO THE BUILDING, AND 10' ABOVE
	THE ADJOINING GRADE. PLEASE REVISE THE NOTE ON THE
	PLAN.
	5) COMMENT #14 FROM THE 1ST REVIEW REQUESTING SITE
	SPECIFIC WIND LOAD ENGINEERING FOR THE ROOF TOP STANDS
	AND CONDENSERS STILL EXISTS: PLEASE COMPLY.
	6) PLEASE SHOW THE DRYER RUN LENGTHS ON THE PLANS AND
	NUMBER OF ELBOWS TO BE USED TO VERIFY COMPLIANCE WITH
	THE DRYER SPECS ON SHEET M5.02.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2016-02-10			Cont ID
Sent By	ccole			Date	2016-02-10	Time	10:11	Rev Time	0.00
Received By	ccole			Date	2016-02-10	Time	10:11	Sent To

Notes

2016-02-10 10:18:52	1ST REVIEW: FBC 2014 MECHANICAL
	PERMIT #15120897
	2/10/2016

	1) MULTI-FAMILY BUILDINGS OVER THREE STORIES IN HEIGHT
	SHALL COMPLY WITH CHAPTER 4, COMMERCIAL ENERGY
	EFFICIENCY- FBC-14 ENERGY CONSERVATION. PROVIDE AC
	COOLING AND HEATING LOAD CALCULATIONS IN ACCORDANCE
	WITH THE PROCEDURES DESCRIBED IN THE ASHRAE/ACCA
	STANDARD 183 OR ACCA MANUAL N- SEE SECTION C403.2.1
	2) SUBMIT DOCUMENTATION OF ENERGY EFFICIENCY COMPLIANCE
	FOR THE PROPOSED APARTMENT BUILDING USING EITHER THE
	PRESCRIPTIVE OR PERFORMANCE BASED METHOD AS OUTLINED IN
	SECTIONS C101.5.1 AND C401.2 FBC-14 ENERGY
	CONSERVATION.
	3) PROVIDE VENTILATION CALCULATIONS FOR THE GARAGES AND
	INDICATE HOW THEY WILL BE VENTILATED- NATURAL OR
	MECHANICAL VENTILATION?
	4) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR THE
	TRASH ROOMS.
	5) PROVIDE CLEARANCE DISTANCE MEASUREMENTS FOR THE
	TRASH ROOM EXHAUST OUTLETS IN COMPLIANCE WITH SECTION
	501.3.1 FBC-14 MECHANICAL.
	6) INDICATE HOW THE ELEVATOR MACHINE ROOM AC SYSTEMS
	WERE SIZED- PROVIDE CALCULATIONS.
	7) AC FLOOR PLANS M.401, 402, 403: PLEASE PLACE THE
	TYPICAL NOTES SHOWN ON M4.01 ON ALL FLOOR PLAN SHEETS
	WITH THE ADDED MODIFICATIONS LISTED BELOW.
	7) M.401, 402, 403: SHOW THE REQUIRED MINIMUM 4"
	CLEARANCE SPACES AROUND THE AIR HANDLERS IN THE CLOSET-
	SECTION 603.1.1.
	8) M4.01, 402, 403: INDICATE METAL LOUVERED DOORS AT AC
	CLOSETS- SECTION C403.2.7.2 FBC-14 ENERGY CONSERVATION.
	9) M.401, 402, 403: INDICATE THE TYPE AND SIZE OF BATH
	EXHAUST VENTING.
	10) M.402: REFER TO 601.5 AND INCREASE THE TRANSFER
	DUCT SIZES FROM BEDROOM #2 ON ALL FLOOR PLANS TO 1.5
	TIMES THE CROSS SECTIONAL AREA OF THE SUPPLY DUCTS
	ENTERING THE ROOMS.
	11) M.403: REFER TO 601.5 AND INCREASE THE TRANSFER
	DUCT SIZES FROM THE BEDROOMS (WHERE DEFICIENT) TO 1.5
	TIMES THE CROSS SECTIONAL AREA OF THE SUPPLY DUCTS
	ENTERING THE ROOMS.
	12) M.402 & 403: PLEASE CLARIFY THE NOTE "FOR INTERIOR
	UNITS ONLY" PERTAINING TO THE SUPPLY DUCTS BY THE
	BEDROOMS.
	13) M.501: PROVIDE FLEX DUCT CONNECTION, SEALING, AND
	HANGING DETAILS- SECTION C403.2.7.2 FBC-14 ENERGY
	CONSERVATION.
	14) M.502: THE NOA NUMBER LISTED ON THE PLAN FOR THE AC
	STAND IS EXPIRED. PLEASE NOTE SITE-SPECIFIC WIND LOAD
	ENGINEERING IS REQUIRED FOR TIE DOWN OF THE ROOF TOP AC
	CONDENSERS AND CONDENSER STANDS. PROVIDE A CURRENT NOA
	WITH A REVIEW AND APPROVAL SIGNATURE BY THE ENGINEER OF
	RECORD. THE EOR SHALL PROVIDE THE WIND LOAD DESIGN
	CRITERIA ON THE PLAN AS OUTLINED BELOW AND CIRCLE,
	HIGHLIGHT, OR OTHERWISE MARK ALL NOTES, DETAILS ETC. ON
	THE NOA APPLICABLE TO THE INSTALLATIONS.

	WIND DESIGN CRITERIA
	2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
	CHAPTER 6 OF ASCE 7-10.
	1609.3 BASIC WIND SPEED FIGURE 1609.A-C
	1609.3 WIND SPEED CONVERSION
	A) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.3.1 & ASCE 7-10
	B) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
	C) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.4 & ASCE 7-10
	D) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
	SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
	E) COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
	TABLE 1609.2(2).
	F) COMPONENTS & CLADDING/ 2010 FBC-B 1609.1.2
	PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
	CLADDING.

	15) REFRIGERANT PIPING: A) PROVIDE RISER DRAWINGS. B)
	PROVIDE THE TYPE AND THICKNESS OF PIPING INSULATION,
	THE FLAME SPREAD RATING, AND HOW IT WILL BE PROTECTED
	FROM UV AND WEATHERING DEGRADATION ON THE ROOF TOP. C)
	SUBMIT SPECS REVIEWED AND APPROVED WITH SIGNATURE BY
	THE EOR.
	16) PROVIDE VENTILATION CALCULATIONS FOR THE HOISTWAY
	SHAFTS AND SUBMIT A CURRENT FLORIDA PRODUCT APPROVAL OR
	MIAMI-DADE NOA FOR THE SHAFT LOUVER REVIEWED AND
	APPROVED BY THE EOR- SEE SECTION 3004 FBC-14 BUILDING.
	17) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
	KITCHEN HOODS REVIEW AND APPROVED WITH SIGNATURE BY THE
	EOR.

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

Review Stop	P			PLUMBING
Rev No	4	Status	P	Date	2016-09-26			Cont ID
Sent By	tklarge			Date	2016-09-24	Time	03:20	Rev Time	0.00
Received By	tklarge			Date	2016-09-24	Time	02:57	Sent To

Notes

2016-09-24 03:13:45	PLUMBING PROVISO.
	1) SHT. A8.03 - THE REINFORCEMENT FOR THE GRAB BAR FOR
	THE SHOWER SHALL BE 32 INCHES MAXIMUM TO THE BOTTOM OF
	THE REINFORCEMENT AND 38 INCHES MINIMUM TO THE TOP OF
	THE REINFORCEMENT PER REQUIREMENT 6 OF THE GUIDELINES.
	2) SHT. P3.01 - RISER S/1A IS SHOWN ON THE SANITARY
	RISER ON P5.04 BUT IS NOT SHOWN ON P3.01.THE CORRECT
	IDENTIFICATION TAG FOR THE RISER SHOULD BE S/1B. THIS
	HAS BEEN DONE ON SHT. P3.01 AND I PLACED A NOTE ON SHT.
	P5.04 TO THAT EFFECT.

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

Review Stop	P			PLUMBING
Rev No	3	Status	F	Date	2016-09-17			Cont ID
Sent By	tklarge			Date	2016-09-17	Time	11:55	Rev Time	0.00
Received By	tklarge			Date	2016-09-17	Time	09:34	Sent To

Notes

2016-09-17 10:01:32	1) SHT.A0.02 - NOTES: THE NOTES REFER TO ONLY THE FIRST
	FLOOR UNITS COMPLYING WITH THE FAIR HOUSING ACT. SINCE
	THERE IS AN ELEVATOR IN THIS BUILDING AND THERE ARE A
	MINIMUM OF 4 DWELLING UNITS IN THE BUILDING, ALL THE
	UNITS SHALL COMPLY WITH THE REQUIREMENTS FOR FAIR
	HOUSING. PLEASE REVISE THE NOTE.
	2) THE SQUARE FOOTAGE CALCULATIONS FOR THE ROOF DRAINS
	SHALL ALSO INCLUDE ANY AREAS OF SLOPED ROOFS THAT DRAIN
	ONTO THE LOWER ROOF. I DO NOT SEE THIS ADDED INTO THE
	ROOF DRAIN CALCULATIONS. CLARIFY. 2014 FPC SEC.1106.2.
	SHT. A2.02.
	3) SHT. A8.03 - THE REINFORCEMENT FOR THE GRAB BAR FOR
	THE SHOWER SHALL BE 32 INCHES MAXIMUM TO THE BOTTOM OF
	THE REINFORCEMENT AND 38 INCHES MINIMUM TO THE TOP OF
	THE REINFORCEMENT PER REQUIREMENT 6 OF THE GUIDELINES.
	SHOW THIS ON THE PLAN.
	4) REVISE THE RISER IDENTIFICATION TAGS FOR THE WATER,
	CONDENSATE, PAN DRAINS. THEY ARE BASICALLY ALL LABELD
	R1 OR R1A. THIS IS EXTREMELY CONFUSING IN THE REVIEW
	STAGE AND WILL ALSO BE CONFUSING DURING THE INSPECTION
	PROCESS. WHY NOT IDENTIFY THE RISERS AS TO THEIR USE?
	C=CONDENSATE, DP=DRIP PANS, W1, W2, W3, ETC.
	5) SHT. P3.01 - RISER S/1A IS SHOWN ON THE SANITARY
	RISER ON P5.04 BUT IS NOT SHOWN ON P3.01.IT APPEARS AS
	THOUGH IT IS MISLABELED AS RISER S/1B ON SHT. P3.01.
	CLARIFY.
	6) SHT. A4.02 - THE CLEAR FLOOR SPACE ADJACENT TO THE
	SHOWER OPENING SHALL BE FLUSH WITH THE CONTROL WALL. IT
	WAS CORRECTED ON SHT. A4.03 BUT NOT ON A4.02.

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

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2016-04-26			Cont ID
Sent By	gjohnson			Date	2016-04-26	Time	08:22	Rev Time	0.00
Received By	gjohnson			Date	2016-04-25	Time	16:10	Sent To

Notes

2016-04-26 08:23:34	2ND REVIEW: FBC 2014

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

	PLUMBING COMMENTS:


	1. PLEASE PROVIDE STORM RISER DIAGRAM FOR HORIZONTAL
	PIPING SIZING AND CLARIFICATION OF EMERGENCY ROOF DRAIN
	TERMINATION. PER WPB AMEND.TO FBC SEC. 107.3.5.1.3(7)
	2. SHT. A4.01 IT APPEARS THAT YOU CHANGED THE DOOR
	SWING IN MASTER BATHROOM FOR UNIT A.1R BUT NOT A.1
	PLEASE CLARIFY. PER WPB AMEND.TO FBC SEC. 107.2.1
	3. SHT. A4.02 AND A4.03 PLEASE INDICATE ON BOTH UNIT
	DETAILS WITCH OPTION YOUR USING FOR FAIR HOUSING. PER
	WPB AMEND.TO FBC SEC. 107.2.1
	4. SHT. A4.02 THE CLEAR FLOOR SPACE FOR THE SHOWER MUST
	BE FLUSH WITH CONTROL WALL IT WAS CORRECTED ON
	SHT.A4.03 BUT NOT ON A4.02. PER WPB AMEND.TO FBC SEC.
	107.2.1
	5. SHT. P5.01 PLEASE LABEL CONDENSATE RISER, WATER
	HEATER PAN DRAIN RISER AND POTABLE WATER RISER
	SEPARATELY BECAUSE THEY ARE DIFFERENT SYSTEMS. PER WPB
	AMEND.TO FBC SEC. 107.2.1
	6. PLEASE INDICATE ON THE PLAN THE PIPING FOR DOMESTIC
	PUMP IS FOR FUTURE USE. PER WPB AMEND.TO FBC SEC.
	107.2.1

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2016-02-09			Cont ID
Sent By	tklarge			Date	2016-02-09	Time	05:23	Rev Time	0.00
Received By	tklarge			Date	2016-02-09	Time	04:25	Sent To

Notes

2016-02-09 04:50:29	1) SHT. A2.02 SHOWS A 8 INCH HORIZONTAL RAIN WATER LINE
	DRAINING INTO AN 6 INCH LEADER. THE SIZE OF A DRAINAGE
	PIPE CANNOT BE REDUCED IN THE DIRECTION OF FLOW PER
	2014 FPC SEC.1101.5.
	2) THE 8 INCH EMERGENCY RAIN WATER LEADER IS NOT LISTED
	ON THE ROOF DRAIN CALCULATIONS. CLARIFY.
	3) SHT.A3.04 - THE HYDRAULIC ELEVATOR SHALL COMPLY WITH
	2014 FBC SEC.3011 FOR ELECTROLYSIS PROTECTION.
	4) INDICATE ON THE PLANS WHICH DESIGN OPTION OF THE
	FAIR HOUSING ACT (OPTION A OR B) IS BEING USED FOR THE
	DWELLING UNITS.
	5) THE WATER VALVES FOR THE STACKED WASHER/DRYER UNITS
	SHALL BE ACCESSIBLE. THE VALVES SHALL NOT BE LOCATED
	BEHIND THE UNIT UNLESS ACCESS PANELS FOR THE VALVES ARE
	PROVIDED IN THE UNITS.2014 FPC SEC.606.3.
	6) SHT. A4.01 - UNIT A.1 DETAIL & A.1R - A 30 X 48 INCH
	CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF THE
	DOOR PER THE FAIR HOUSING ACT GUIDELINES.THE DOOR
	CLEARLY SWINGS INTO THE CLEAR FLOOR SPACE FOR THE TUB.
	7) THE WATER CLOSETS SHALL BE LOCATED 18 INCHES FROM AN
	ADJACENT WALL IN ACCORDANCE WITH THE FAIR HOUSING
	GUIDELINES. THE PLANS SHOW WATER CLOSETS AT 18 1/2
	INCHES TO THE CENTERLINE FROM AN ADJACENT WALL.
	8) THERE SHALL BE A 30 X 48 INCH CLEAR FLOOR SPACE
	PROVIDED AT THE KITCHEN SINK. THE CLEAR FLOOR SPACE
	SHALL BE CENTERED ON THE FIXTURE IN ACCORDANCE WITH THE
	FAIR HOUSING GUIDELINES.
	9) SHT. A4.03 - DETAIL C.1 & C.1R - THE CLEAR FLOOR
	SPACE FOR THE SHOWERS SHALL BE FLUSH WITH THE CONTROL
	WALL PER THE GUIDELINES. THE PLANS SHAOW THE CLEAR
	FLOOR SPACE FLUSH WITH THE WALL WITH THE TOWEL BAR.
	THIS DOES NOT COMPLY WITH THE GUIDELINES.
	10) SHT. A8.03 - DETAIL #8 - GRAB BAR BLOCKING DETAIL -
	THE MAXIMUM DISTANCE TO THE BOTTOM OF THE REINFORCEMENT
	ABOVE THE TOP OF THE TUB SHALL BE 6 INCHES PER FIGURE
	#4 OF THE GUIDELINES. SEE THE BACK WALL DETAIL. PLACE A
	NOTE THAT THE 3'-2" MEASUREMENT IS MINIMUM TO THE TOP
	OF THE BACKING.
	11) PER THE GUIDELINES, THE SEAT BLOCKING IN 36 INCH BY
	36 INCH SHOWERS SHALL BE LOCATED ON THE WALL OPPOSITE
	THE CONTROLS AND MUST BE RUN THE FULL WIDTH OF THE
	SHOWER STALL , STARTING AT THE FLOOR TO A MINIMUM
	HEIGHT OF 24 INCHES WHEN THE SHOWER IS THE ONLY BATHING
	FIXTURE IN THE UNIT.
	12) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE OIL
	SMART PUMP SYSTEM. FBC SEC. 107.2.1.
	13) THE HUB DRAIN AND THE FLOOR DRAIN IN THE TRASH ROOM
	SHALL BE EQUIPPED WITH TRAP PRIMERS PER 2014 FPC SEC.
	1002.4.
	14) SHT. P5.01 - THE CONDENSATE DRAIN RISERS AND THE
	WATER RISERS ARE IDENTIFIED WITH THE SAME
	IDENTIFICATION TAGS. PLEASE REVISE THE I.D. TAGS SO THE
	RISERS ARE NOT CONFUSED WITH EACH OTHER. 2014 FBC SEC.
	107.2.1.
	15) SUBMIT DETAILS FOR THE DOMESTIC WATER PUMP.2014 FBC
	SEC. 107.2.1.

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

Review Stop	R			ROOF PLAN REVIEW
Rev No	3	Status	P	Date	2016-09-14			Cont ID
Sent By	jwitmer			Date	2016-09-14	Time	11:21	Rev Time	0.00
Received By	jwitmer			Date	2016-09-14	Time	11:20	Sent To

Notes

2016-09-14 11:21:26	ROOFING? BUILDING PLAN REVIEW
	W. P. B. PERMIT: 15120897
	ADD: 7120 OKEECHOBEE BLVD. BLDG. TYPE III/ BLDG. # 5.
	CONT: ELEV8 CONSTRUCTION CO. / STEVE NAPIER
	TEL: 561-891-0414
	E-MAIL: [email protected]
	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	4TH REVIEW
	DATE: WED. SEPT. 14/2016
	NOTE: THIS REVIEW IS FOR BUILDING TYPE III, NOT FOR THE
	SITE PLAN, OR ANY ASSOCIATED AMENITIES.
	SITE SOILS REPORT : SEE PERMIT: 16020377 RECREATION/
	LEASE CENTER

	ACTION: BUILDING PROVISO

	1) BUILDING PROVISO: PRODUCT APPROVALS TO BE DEFERRED
	SUBMITTALS. 107.3.4.1 THOSE PRODUCTS WHICH ARE
	REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
	APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
	SUBMITTAL FOR JURISDICTIONAL APPROVAL. COMPONENTS &
	CLADDING. 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)(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
	VENTILATORS

Review Stop	R			ROOF PLAN REVIEW
Rev No	2	Status	N	Date	2016-04-19			Cont ID
Sent By	jwitmer			Date	2016-04-19	Time	15:33	Rev Time	0.00
Received By	jwitmer			Date	2016-04-19	Time		Sent To

Notes

2016-04-19 15:34:08	ROOFING DEFERRED SUBMITTAL TO BE SUBMITTED AFTER PERMIT
	ISSUANCE.

Review Stop	R			ROOF PLAN REVIEW
Rev No	1	Status	F	Date	2016-02-10			Cont ID
Sent By	jwitmer			Date	2016-02-10	Time	15:39	Rev Time	0.00
Received By	jwitmer			Date	2016-02-10	Time	15:39	Sent To

Notes

2016-02-10 15:39:57	ROOFING REVIEW: NO ROOFING PRODUCT APPROVALS WERE
	SUBMITTED UNDER THIS REVIEW.

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	3	Status	P	Date	2016-09-27			Cont ID
Sent By	skennedy			Date	2016-09-27	Time	13:38	Rev Time	0.00
Received By	skennedy			Date	2016-09-27	Time	13:38	Sent To

Notes

2016-09-26 13:37:17	9/26/16- MECHANICAL SIGNATURES VERIFIED.
2016-09-14 11:19:28	SEPT 14/ 2016 BUILDING REVIEW: ARCHITECTURAL &
	STRUCTURAL SHEETS MISSING THE ELECTRONIC SIGNTURE SHEET
	15002_A3.04. 61G15-23.005 PROCEDURES FOR SIGNING AND
	SEALING ELECTRONICALLY TRANSMITTED PLANS,
	SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS (ELECTRONIC
	SEALS). J. WITMER

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	2	Status	F	Date	2016-04-19			Cont ID
Sent By	jwitmer			Date	2016-04-19	Time	15:57	Rev Time	0.00
Received By	jwitmer			Date	2016-04-19	Time		Sent To

Notes

2016-04-19 15:57:53	SIGNATURE S PLAN REVIEW
	W. P. B. PERMIT: 15120897
	ADD: 7120 OKEECHOBEE BLVD. BLDG.#5/ TYPE III
	CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
	TEL: 561-891-0414
	E-MAIL: [email protected]

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

	1ST REVIEW
	DATE: WED. FEB. 10/2016
	ACTION: DENIED

	1A) THE ENERGY GAUGE SUMMIT ASHRAE FORM 1-18 PAGES,
	SIGNED AND SEALED BY CHARLES KILLINGSWORTH P. E. 015094
	IS NOT A DIGITAL SIGNATURE. FLORIDA ADMINISTRATIVE CODE
	61G15-23.005 (3)(C) A SCANNED, FACSIMILE, DIGITALLY
	CREATED OR COPIED IMAGE OF THE LICENSEES SIGNATURE
	SHALL NOT BE USED ON ELECTRONICALLY SIGNED AND SEALED
	ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR OTHER
	DOCUMENTS.

	1B) HEAT LOAD CALCULATIONS, SIGNED AND SEALED BY
	CHARLES KILLINGSWORTH P. E. 015094 IS NOT A DIGITAL
	SIGNATURE. FLORIDA ADMINISTRATIVE CODE 61G15-23.005
	(3)(C) A SCANNED, FACSIMILE, DIGITALLY CREATED OR
	COPIED IMAGE OF THE LICENSEES SIGNATURE SHALL NOT BE
	USED ON ELECTRONICALLY SIGNED AND SEALED ENGINEERING
	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.

	2) NEITHER THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL
	SHEETS HAVE ELECTRONIC SIGNATURES. THE CITY NO LONGER
	ACCEPTS THE PEDDS SIGNATURE, 61G15-23.005 PROCEDURES
	FOR SIGNING AND SEALING ELECTRONICALLY TRANSMITTED
	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
	(2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL
	SIGNATURE TO SEAL ENGINEERING WORK SHALL HAVE THEIR
	IDENTITY AUTHENTICATED BY A CERTIFICATION AUTHORITY AND
	SHALL ASSURE THAT THE DIGITAL SIGNATURE IS:
	(A) UNIQUE TO THE PERSON USING IT;
	(B) CAPABLE OF VERIFICATION;
	(C) UNDER THE SOLE CONTROL OF THE PERSON USING IT;
	(D) LINKED TO A DOCUMENT IN SUCH A MANNER THAT THE
	ELECTRONIC SIGNATURE IS INVALIDATED IF ANY DATA IN THE
	DOCUMENT ARE CHANGED.

	FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
	SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
	OF THE LICENSEES SIGNATURE SHALL NOT BE USED ON
	ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
	SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.

	3) THE MEP SHEETS FROM THE 1ST REVIEW THAT WERE NOT
	CHANGED, THERE IS NO SIGNATURE THE RESUBMITTED SHEETS
	UNDER THE 2ND REVIEW ARE DIGITALLY SIGNED BY RANDALL
	STOFFER DO NOT HAVE THE SIGNATURE LINKED TO BE ABLE FOR
	VERIFICATION.

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

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	F	Date	2016-04-19		Cont ID
Sent By				Date	2016-04-19	Time	Rev Time	0.00
Received By				Date	2016-04-19	Time	Sent To

Notes

2015-12-31 08:17:51	HARD COPY PLANS & SUPPORTING DOCS SUBMITTED 12/30/15 IN
	LIBRARY

Review Stop	THRESHOLD			THRESHOLD INSPECTOR DOCUMENTS
Rev No	1	Status	P	Date	2016-10-04			Cont ID
Sent By	jwitmer			Date	2016-10-04	Time	10:45	Rev Time	0.00
Received By	jwitmer			Date	2016-05-02	Time	17:32	Sent To

Notes

2016-05-02 17:32:28

JWITMER'S DESK

Review Stop	Z			ZONING
Rev No	4	Status	P	Date	2016-09-21			Cont ID
Sent By	ajones			Date	2016-09-21	Time	10:11	Rev Time	0.00
Received By	ajones			Date	2016-09-21	Time	10:11	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2016-08-29		Cont ID
Sent By	llouie			Date	2016-08-29	Time	Rev Time	0.00
Received By	llouie			Date	2016-08-29	Time	Sent To

Notes

2016-08-29 16:35:46	ZONING PASSED WITH THE FOLLOWING PROVISOS:

	1.) APPLICANT SHALL OBTAIN A ROW PERMIT FROM THE PALM
	BEACH COUNTY DEPARTMENT OF ENGINEERING AND PUBLIC WORKS
	FOR THE ACCESS POINT ON SKEES RD. PRIOR TO FIRST
	INSPECTION. A COPY OF THE ROW PERMIT SHALL BE SUBMITTED
	TO THE DEVELOPMENT SERVICES DEPARTMENT - PLANNING
	DIVISION.

	2.) ALL OTHER CONDITIONS OF APPROVAL IN RESOLUTION NO.
	322-15 SHALL REMAIN IN EFFECT.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2016-04-07			Cont ID
Sent By	llouie			Date	2016-04-07	Time	15:02	Rev Time	0.00
Received By	llouie			Date	2016-04-07	Time	15:02	Sent To

Notes

2016-04-07 15:02:51	FAILED

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

	1.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
	COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
	CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
	BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
	ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
	DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
	CONDITIONS HAVE BEEN MET. [2/10/16 REPEAT COMMENT]

	2.) ANY CHANGES TO THE SITE PLAN WILL REQUIRE AN
	AMENDMENT TO THE DSI.

	PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
	MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
	@ (561) 822-1458 IF YOU HAVE QUESTIONS.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2016-02-10			Cont ID
Sent By	llouie			Date	2016-02-10	Time	11:01	Rev Time	0.00
Received By	llouie			Date	2016-02-10	Time	11:01	Sent To

Notes

2016-02-10 11:01:39	FAILED

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

	1.) APPROVED BUILDING ELEVATIONS MISSING FROM THE
	SUBMITTAL. PLEASE PROVIDE.

	2.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
	COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
	CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
	BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
	ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
	DEPARTMENT - PLANNING DIVISION VERIFYING THAT THE
	CONDITIONS HAVE BEEN MET.

	PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
	MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
	@ (561) 822-1458 IF YOU HAVE QUESTIONS.

2016-02-03 15:08:01	2/3/16