Plan Review Details - Permit 15110510
Plan Review Stops For Permit 15110510
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-02-22 Cont ID  
Sent By jwitmer Date 2016-02-22 Time 17:04 Rev Time 0.00
Received By jwitmer Date 2016-02-21 Time 11:32 Sent To  
Notes
2016-02-22 16:03:15BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110510
 ADD: 1721 PALM BEACH LAKES SUITE: E419
 CONT: INDUSTRIAL COMMERCIAL STRUCTURES, INC.
 TEL: 407-629-5431
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
  
 2ND REVIEW
 DATE: MON. FEB. 22/ 2016
 ACTION: BUILDING PROVISO
  
 1) COMPLIED. SHEET A-0.2 LIFE SAFETY PLAN SHOWS THE
 MINIMUM BUILDING TYPE AS A IIB.
  
 2) COMPLIED. SHEET A-0.2 LIFE SAFETY PLAN.
  
 3) SHEET A-0.2 LIFE SAFETY PLAN.
  
 3A) COMPLIED. THE SIDE ENTRY DOOR FROM THE INTERIOR
 DINING ROOM TO THE EXTERIOR COVERED SEATING IS MISSING
 THE 60 INCHES OF REQUIRED CLEARANCE IN THE DIRECTION OF
 TRAVEL. 2014 FBC-ACCESSIBILITY FIGURE 404.2.4.1(A).
  
 3B) PROVISO: THIS SAME DOOR THAT LEADS TO THE EXTERIOR
 COVERED SEATING. PLEASE SHOW COMPLIANCE WITH THE 2014
 FBC-ACCESSIBILITY CODE SECTION 404.2.4.3 RECESSED DOORS
 MORE THAN 8 INCHES. IF THE RECESS IS MORE THAN 8
 INCHES. ALSO SEE FIGURE 404.2.4.3( C ).
  
 4) COMPLIED. 2 NEW OPENINGS CUT INTO CONCRETE TILT WALL
 PANELS. NOTE INDICATES PANELS ARE TO BE X-RAYED, PANELS
 ARE NOT TO BE CUT CLOSER THAN 2 FEET FROM THE OF PANEL.
  
 5A-B) SHEET A-2.2 DEFERRED SUBMITTAL 107.3.4.2.
 AWNINGS. 3105.6 CANOPY MATERIALS. CANOPIES SHALL BE
 CONSTRUCTED OF A RIGID FRAMEWORK WITH AN APPROVED
 COVERING THAT MEETS THE FIRE PROPAGATION PERFORMANCE
 CRITERIA OF NFPA 701 OR HAS A FLAME SPREAD INDEX NOT
 GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E
 84 OR UL 723.
  
 5C) DEFERRED SUBMITTAL. SHEET A-2.2 AWNING PLAN, DETAIL
 # 3. SHOWS POWER VINYL ROLL DOWN WIND BREAKS. PLEASE
 PROVIDE FIRE RATING OF THIS PRODUCT. 3105.6 CANOPY
 MATERIALS. CANOPIES SHALL BE CONSTRUCTED OF A RIGID
 FRAMEWORK WITH AN APPROVED COVERING THAT MEETS THE FIRE
 PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 OR HAS A
 FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED IN
 ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 6A-B) COMPLIED. WIND DESIGN CRITERIA/ PRESSURES.
  
 7) 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.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES FOR ROOF TOP TIE IN
 TO CURBS TO RTU
 (G) PRE-ENGINEERED A/C STANDS
 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8) COMPLIED. THE ENERGY CALCULATIONS CHECKLIST HAS NOT
 BEEN FILED OUT AS REQUIRED BY THE ENERGY CODE.
 MANDATORY REQUIREMENT.
  
 9) COMPLIED. SHEET A-7.1 RESTROOM GRAB BARS SHOW THEY
 ARE TO BE INSTALLED 36 INCHES CENTERLINE OF BAR. THE
 2014 FBC-ACCESSIBILITY CODE SECTION 609.4 33-36 INCHES
 MAXIMUM MEASURED TO THE TOP OF THE GRIPPING SURFACE.
  
 10) COMPLIED. SHEET A-8.3.
  
 11) COMPLIED. SHEET A-8.0 ROOF TOP EQUIPMENT PLAN,
 ACCESS TO ROOFTOP EQUIPMENT1509.6.4 .
  
 12) COMPLIED. B. P. COUNTY IMPACT FEES, CHANGE IN
 OCCUPANCY. CALLED P. B. COUNTY IMPACT FEE OFFICE, SPOKE
 WITH MICHELLE.
  
 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 2015-11-20 Cont ID  
Sent By jwitmer Date 2015-11-20 Time 16:19 Rev Time 0.00
Received By jwitmer Date 2015-11-19 Time 15:00 Sent To E
Notes
2015-11-19 16:51:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110510
 ADD: 1721 PALM BEACH LAKES SUITE: E419
 CONT: INDUSTRIAL COMMERCIAL STRUCTURES, INC.
 TEL: 407-629-5431
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
  
 1ST REVIEW
 DATE: THURS. NOV. 19/ 2015
 ACTION: DENIED
  
 1) SHEET A-0.2 LIFE SAFETY PLAN DOES NOT PROVIDE THE
 MINIMUM BUILDING TYPE? 2014 FBC-B TABLE 503.
  
 2) SHEET A-0.2 LIFE SAFETY PLAN. THE SEAT NEXT TO THE
 POS AREA IS APPROX. 40 FEET AISLE ACCESS WAY BEFORE
 THERE IS A CHOICE OF TWO OR MORE PATHS OF EGRESS TRAVEL
 TO SEPARATE EXITS.
  
 3) SHEET A-0.2 LIFE SAFETY PLAN. THE SIDE ENTRY DOOR
 FROM THE INTERIOR DINING ROOM TO THE EXTERIOR COVERED
 SEATING IS MISSING THE 60 INCHES OF REQUIRED CLEARANCE
 IN THE DIRECTION OF TRAVEL. 2014 FBC-ACCESSIBILITY
 FIGURE 404.2.4.1(A).
  
 4) ) SHEET D-1.0 NOTES 1 & 2 BOTH INDICATE 2 NEW
 OPENINGS CUT INTO CONCRETE TILT WALL PANELS. NOTE
 INDICATES PANELS ARE TO BE X-RAYED, PANELS ARE NOT TO
 BE CUT CLOSER THAN 2 FEET FROM THE OF PANEL. VERIFY
 WITH STRUCTURAL PLANS. NOTE THERE ARE NO STRUCTURAL
 PLANS SUPPLIED FOR AN ENGINEER TO ANALYZE.
  
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES.
  
 5A) SHEET A-2.2 AWNING PLAN. THIS SHEET DOES NOT
 PROVIDE TO WHAT CRITERIA THE WIND DESIGN IS FOR ANY OF
 THE FABRIC AWNINGS.
 3105.4.2 DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL
 BE BASED ON RATIONAL ANALYSIS, USING THE APPLICABLE
 WIND LOADS OF CHAPTER 16 AS SHOWN BELOW.
  
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1. MINIMUM WIND SPEED 105 MPH.
  
 2. EXPOSURE CATEGORY B, C OR D AS DEFINED IN CHAPTER
 16.
  
 3105.4.2.2 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1. MINIMUM WIND SPEED VELOCITY AS REQUIRED IN CHAPTER
 16, USING FIGURE 1609C.
 2. EXPOSURE B, C OR D AS DEFINED IN CHAPTER 16.
  
 5B) 3105.6 CANOPY MATERIALS. CANOPIES SHALL BE
 CONSTRUCTED OF A RIGID FRAMEWORK WITH AN APPROVED
 COVERING THAT MEETS THE FIRE PROPAGATION PERFORMANCE
 CRITERIA OF NFPA 701 OR HAS A FLAME SPREAD INDEX NOT
 GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E
 84 OR UL 723.
  
 5C) SHEET A-2.2 AWNING PLAN, DETAIL # 3. SHOWS POWER
 VINYL ROLL DOWN WIND BREAKS. PLEASE PROVIDE FIRE RATING
 OF THIS PRODUCT. 3105.6 CANOPY MATERIALS. CANOPIES
 SHALL BE CONSTRUCTED OF A RIGID FRAMEWORK WITH AN
 APPROVED COVERING THAT MEETS THE FIRE PROPAGATION
 PERFORMANCE CRITERIA OF NFPA 701 OR HAS A FLAME SPREAD
 INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE
 WITH ASTM E 84 OR UL 723.
 6A) SHEET A-4.4 WIND DESIGN CRITERIA. VULT 168 MPH,
 VASD 131MPH. MEAN ROOF HEIGHT OF 30 FEET. THE PLANS
 STATE A C EXPOSURE AND B SURFACE ROUGHNESS. PLEASE
 REVIEW 2014 FBC-B 1609.4.2 SURFACE ROUGHNESS C. THIS
 SURFACE ROUGHNESS SHALL ALSO APPLY TO ANY BUILDING
 LOCATED WITHIN SURFACE ROUGHNESS BTYPE TERRAIN WHERE
 THE BUILDING IS WITHIN 100 FEET (30 M) HORIZONTALLY IN
 ANY DIRECTION OF OPEN AREAS OF SURFACE ROUGHNESS C OR
 D-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET (182.9
 M) IN THE UPWIND DIRECTION AND A WIDTH GREATER THAN 150
 FEET (46 M).
 6B THE PRESSURES STATED ARE LOW FOR168 VULT, EXPOSURE C
 @ 30 FT. MRH.
 40 SQ. FT ZONE 4 -52.15 VULT
 115 SQ. FT ZONE 4 -40.8167 VULT
 6C) THE 2 PRODUCT APPROVALS SUBMITTED TRULITE GLASS
 3000 REGISTOR STOREFRONT NOA 14-0203.01 AND 351 SERIES
 OUTSWING ALUMINUM ENTRANCE DOOR W/ TRANSOM, NOTE BOTH
 ARE GOOD FOR 10 FEET. THE SHEET INDICATES THE OPENINGS
 ARE 11 FT 10 INCHES IN HEIGHT OVER THE LIMITS OF THE
 PRODUCT APPROVALS UNLESS A SEPARATE MULLION REPORT IS
 SUBMITTED THAT WILL MEET THE VERTICAL HEIGHT AND
 PRESSURE REQUIREMENTS.
 7A) 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 COMPONENTS & CLADDING
  
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE &
 EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
  
  
 7B) FOR GLAZED UNITS, DOORS AND WINDOWS PLEASE CIRCLE
 HE SIZE(WIDTH & HEIGHT) OF THE WINDOW AND OR DOOR, TYPE
 OF GLAZING, MULLIONS PROVIDE THE TRIBUTARY AREA SIZE OF
 MULLION AND LENGTH, TYPES OF ANCHORS AS WELL AS
 PRESSURES.
  
 7C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 7D) IF EITHER THE CONTRACTOR OR DESIGNER OF RECORD
 WOULD PREFER TO SUBMIT PRODUCT APPROVALS AFTER PERMIT
 ISSUANCE THEN SEE 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENT 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.
  
 SHEET A-4.4 DETAIL # 6 THE INSULATION AND THICKNESS OF
 THE GYPSUM BOARD DO NOT MATCH THAT FOUND IN THE ENERGY
 CALCULATIONS. DISCREPANCY 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) THE ENERGY CALCULATIONS CHECKLIST HAS NOT BEEN FILED
 OUT AS REQUIRED BY THE ENERGY CODE. MANDATORY
 REQUIREMENT.
  
 9) SHEET A-7.1 RESTROOM GRAB BARS SHOW THEY ARE TO BE
 INSTALLED 36 INCHES CENTERLINE OF BAR. THE 2014
 FBC-ACCESSIBILITY CODE SECTION 609.4 33-36 INCHES
 MAXIMUM MEASURED TO THE TOP OF THE GRIPPING SURFACE.
  
 10) SHEET A-8.3 PROVIDE THE WIND DESIGN CRITERIA AND
 PRESSURES. THE PRESSURES DO NOT INDICATE IF THEY ARE
 VULT OR VASD NOR IF THEY ARE FOR 10 SQ. FT ? WE USE 10
 SQ. FT. FOR ROOFING FOR FASTENERS WORST CASE. 2014
 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 11) SHEET A-8.0 ROOF TOP EQUIPMENT PLAN, DOESN?T SHOW
 HOW ACCESS TO ROOFTOP EQUIPMENT WILL BE ACHIEVED?
 1509.6.4 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.
 SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER
 OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR
 WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
  
 12) WILL NOT REQUIRE REVIEW FOR B. P. COUNTY IMPACT
 FEES, CHANGE IN OCCUPANCY. CALLED P. B. COUNTY IMPACT
 FEE OFFICE, SPOKE WITH MECHELLE.
  
 13) 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 2016-03-09 Cont ID  
Sent By albarran Date 2016-03-09 Time 10:08 Rev Time 0.00
Received By albarran Date 2016-03-09 Time 08:37 Sent To I
Notes
2016-03-09 10:09:27ALL PREVIOUSLY ADDRESSED DEFICIENCIES HAVE BEEN
 SATISFACTORILY ADDRESSED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-01-26 Cont ID  
Sent By albarran Date 2016-01-26 Time 14:52 Rev Time 0.00
Received By albarran Date 2016-01-26 Time 12:07 Sent To I
Notes
2016-01-26 14:55:08THE PLANS FOR THE ABOVE MENTIONED REVISION HAS BEEN
 REVIEWED FOR COMPLIANCE WITH THE EDITION OF THE NEC,
 (NATIONAL ELECTRICAL CODE), FIRE CODES AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
  
 1. ADDITIONAL EMERGENCY ILLUMINATION SHALL BE PROVIDED
 FOR THE AREA OUTSIDE OF HALLWAY 103 AS WELL AS THE AREA
 ADJACENT TO THE DRY STORAGE.
 2. THE SIGN OUTLET PROVIDED DOES NOT COMPLY WITH THE
 REQUIREMENTS OF NEC 600.5 WHICH REQUIRES THAT EACH
 COMMERCIAL BUILDING AND EACH COMMERCIAL OCCUPANCY
 ACCESSIBLE TO PEDESTRIANS SHALL BE PROVIDED WITH AT
 LEAST ONE 20 AMP DEDICATED OUTLET IN AN ACCESSIBLE
 LOCATION AT EACH ENTRANCE TO EACH TENANT SPACE FOR SIGN
 OR OUTLINE LIGHTING. SERVICE HALLWAYS OR CORRIDORS
 SHALL NOT BE CONSIDERED ACCESSIBLE TO PEDESTRIANS.
 3. NEC 314.27(A) LUMINAIRE OUTLETS. BOXES USED AT
 LUMINAIRE OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE
 REQUIRED TO SUPPORT A LUMINAIRE WEIGHING A MINIMUM OF
 50 LB. ADD THIS TO THE NOTES ON CEILING BOXES ON PAGE.
 4. NEC 314.27(D) PADDLE FANS. BOXES USED FOR THE SOLE
 SUPPORT OF CEILING FANS SHALL BE MARKED BY THE
 MANUFACTURER AS SUITABLE FOR THE PURPOSE, AND INDICATE
 THE WEIGHT LIMITATIONS BUT SHALL NOT BE USED TO SUPPORT
 PADDLE FANS HEAVIER THAN 70 LBS.
 5. NEC 210.62 SHOW WINDOWS. AT LEAST ONE RECEPTACLE
 OUTLET SHALL BE INSTALLED WITHIN 18? OF THE TOP OF A
 SHOW WINDOW FOR EVERY 12 LINEAR FT OR MAJOR PORTION
 THEREOF AREA MEASURED HORIZONTALLY.
 6. NEC 210.63 HVAC EQUIPMENT SERVICE OUTLET. A 125
 VOLT, SINGLE-PHASE, 15 OR 20-AMPERE-RATED RECEPTACLE
 OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR
 THE SERVICING OF HVAC EQUIPMENT. THE RECEPTACLE SHALL
 BE LOCATED WITHIN 25 FT. OF THE EQUIPMENT.
 7. NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 ?WR?.
 8. FBC-E C402.4.8 RECESSED LIGHTING. RECESSED LIGHTING
 INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE IC
 RATED AND BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
 CONDITIONED & UNCONDITIONED SPACES.
 9. THE NEW 120/208 3? SERVICE BY LANDLORD REQUIRES A
 PERMIT OF ITS OWN.
  
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE
 NUMBER WHERE THE CORRECTIONS APPEAR ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
 INSERT CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK
 VOID AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-03-07 Cont ID  
Sent By scaldero Date 2016-03-07 Time 12:22 Rev Time 0.00
Received By scaldero Date 2016-03-07 Time 12:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-11-16 Cont ID  
Sent By scaldero Date 2015-11-16 Time 12:12 Rev Time 0.00
Received By scaldero Date 2015-11-16 Time 11:57 Sent To  
Notes
2015-11-16 12:12:15PERMIT # 15110510
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FIRE PROTECTION SYSTEMS SHALL REMAIN ACTIVE DURING
 DEMOLITION AND RENOVATION ACTIVITIES. IN THE EVENT A
 FIRE PROTECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN
 4-HOURS IN A 24-HOUR PERIOD, THE BUILDING SHALL BE
 PLACED UNDER A FIRE WATCH. ALL FIRE WATCH REQUESTS MUST
 BE SUBMITTED BY EMAIL ([email protected])
 ([email protected]) OR IN WRITING (FAX: 561-804-4774) AND
 APPROVED BY THE OFFICE OF THE FIRE MARSHAL LOCATED AT
 500 NORTH DIXIE HIGHWAY.
  
 ENTRY DOORS: THUMB-TURN LOCK TO BE EQUIPPED WITH A
 LOCK/UNLOCK INDICATOR.
  
 EACH FIRE BARRIER SHALL BE PERMANENTLY IDENTIFIED WITH
 SIGNS OR STENCILING READING FIRE BARRIER-PROTECT ALL
 OPENINGS. CHARACTERS SHALL BE AT LEAST 4-INCHES IN
 HEIGHT AND HALF-INCH IN WIDTH. IDENTIFICATION SHALL BE
 SPACED NOT MORE THAN 15 FEET ON CENTER.
  
 PROVIDE 44 INCH WIDE STRIPING (DEMARCATION) IN
 STOREROOM TO ENSURE EGRESS PATH REQUIREMENTS ARE
 MAINTAINED AT ALL TIMES.
  
 SUB-PERMITS REQUIRED FOR ALL WORK DONE RELATED TO THE
 FIRE ALARM AND SPRINKLER SYSTEM.
  
 WHERE MUSIC SYSTEMS ARE BEING INSTALLED IN TENANT
 SPACES: THE SPEAKER SYSTEM WILL NEED TO BE TESTED
 AGAINST THE FIRE ALARM SYSTEM TO ENSURE THAT THE
 MINIMUM REQUIRED DECIBEL LEVELS OF THE FIRE ALARM
 SYSTEM ARE BEING MET. PENDING RESULTS OF FIELD
 INSPECTION/FIRE ALARM TEST, ADDITIONAL REQUIREMENTS MAY
 BE NEEDED.
  
  
 SUE ELLEN CALDERON
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 644-7326
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2016-03-31 Cont ID  
Sent By gjohnson Date 2016-03-31 Time 12:41 Rev Time 0.00
Received By gjohnson Date 2016-03-31 Time 12:41 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-02-24 Cont ID  
Sent By gjohnson Date 2016-02-24 Time 14:22 Rev Time 0.00
Received By gjohnson Date 2016-02-24 Time 14:22 Sent To  
Notes
2016-02-24 14:59:31 
 2ND REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 GAS COMMENTS:
  
 1.SHT. P6.0 GAS RISER KITCHEN EQUIPMENT SCHEDULE #8 IS
 CALLING OUT 240 CFM BTU LOAD SIZED AT 60FT USING THE
 LONGEST LENGTH METHOD THAT BRANCH SHOULD BE 11/4IN .TO
 COMPLY WITH FBC FUEL GAS TABLE 402.4(1) AND SEC 402.4.1
  
 2.SHT. P6.0 GAS RISER KITCHEN EQUIPMENT SCHEDULE #2+4
 IS CALLING OUT 110+108 CFM BTU LOAD SIZED AT 60FT USING
 THE LONGEST LENGTH METHOD THAT BRANCH SHOULD BE 1IN .TO
 COMPLY WITH FBC FUEL GAS TABLE 402.4(1) AND SEC
 402.4.1.
  
 3.SHT.P6.0 IT APPEARS THAT ON RISER DIAGRAM YOUR BTU
 LOAD AND KITCHEN EQUIPMENT SCHEDULE # IS REVERSED FOR
 8+9 THEY DON'T MATCH THE SCHEDULE ON SHT. K1.5 PLEASE
 CLARIFY. PER WPB AMEND. TO FBC SEC. 107.2.1
  
 4. COMBUSTION AIR CALCULATIONS NOTE 2. THE MAKE UP AIR
 FOR THAT HOOD IS CALCULATED FOR THE HOOD ONLY IF YOU
 ARE USING MECHANICAL COMBUSTION AIR IT SHALL COMPLY
 WITH FBC FUEL GAS SEC.304.9.3 COMBINED COMBUSTION AIR
 AND VENTILATION AIR SYSTEM.
 WHERE COMBUSTION AIR IS PROVIDED BY THE BUILDING?S
 MECHANICAL VENTILATION SYSTEM, THE SYSTEM SHALL PROVIDE
 THE SPECIFIED COMBUSTION AIR RATE IN ADDITION TO THE
 REQUIRED VENTILATION AIR. PLEASE CLARIFY
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-03-31 Cont ID  
Sent By gjohnson Date 2016-03-31 Time 12:42 Rev Time 0.00
Received By gjohnson Date 2016-03-21 Time 08:31 Sent To  
Notes
2016-03-22 08:32:08C34
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-03-09 Cont ID  
Sent By albarran Date 2016-03-09 Time 10:13 Rev Time 0.00
Received By albarran Date 2016-02-16 Time 09:43 Sent To  
Notes
2016-03-09 10:42:383/9/15 PASSED ELECTRICAL REVIEW BUT FAILED MECH, ZONING
 & PLUMB. CONTRACTOR NOTIFIED VIA EMAIL. SENT TO LARGE
 DENIED BIN "I". MA
2016-02-17 09:43:26C34
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-01-27 Cont ID  
Sent By tklarge Date 2016-01-27 Time 04:10 Rev Time 0.00
Received By tklarge Date 2015-11-12 Time 10:45 Sent To  
Notes
2015-11-13 10:45:40C34
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-02-01 Cont ID  
Sent By jwitmer Date 2016-02-01 Time 16:18 Rev Time 0.00
Received By jwitmer Date 2015-11-20 Time 16:18 Sent To  
Notes
2016-02-01 15:28:57CALLED P. B. C. IMPACT OFFICE, FOR A CHANGE OF
 OCCUPANCY IN THE FIRST 10 BUILDINGS MERCANTILE TO
 ASSEMBLY NO FEES DUE! JW.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-03-28 Cont ID  
Sent By ccole Date 2016-03-28 Time 16:12 Rev Time 0.00
Received By ccole Date 2016-03-28 Time 12:10 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-02-26 Cont ID  
Sent By ccole Date 2016-02-26 Time 16:24 Rev Time 0.00
Received By ccole Date 2016-02-26 Time 16:24 Sent To  
Notes
2016-02-26 16:26:482ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15110510
 2/26/16
  
 1) THE RESPONSE NARRATIVE FROM INTERPLAN INDICATES
 REVISED AC CALCULATIONS HAVE BEEN SUBMITTED, HOWEVER
 THERE ARE NO REVISED CALCS SUBMITTED FOR REVIEW- SEE
 COMMENT #1 FROM THE 1ST REVIEW.
 2) THE ENERGY CALCULATIONS ARE INDICATING 13 SEER FOR
 THE RTU-1 & 2, HOWEVER THE EFFICIENCY RATINGS FOR THESE
 SYSTEMS ARE NOT SHOWN ON THE SCHEDULE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-11-18 Cont ID  
Sent By ccole Date 2015-11-18 Time 17:31 Rev Time 0.00
Received By ccole Date 2015-11-18 Time 17:31 Sent To  
Notes
2015-11-18 17:44:381ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15110510
 11/18/15
  
 1) THE SUBMITTED AC COOLING AND HEATING CALCULATIONS
 SHOW A TOTAL LOAD OF 137.2 MBH FOR RTU'S 1, 2, &3,
 HOWEVER THE AC SCHEDULE ON SHEET M5.0 INDICATES A
 COMBINED TOTAL COOLING LOAD OF 307.1 MBH: SEE SECTION
 C403.2.2 FBC-14 ENERGY CONSERVATION- OUTPUT CAPACITY
 CANNOT EXCEED THE CALCULATED LOAD.
 2) THE AC SCHEDULE INDICATES AN EFFICIENCY RATING OF 11
 EER FOR RTU-2: SEE TABLE C403.2.3(1)- MINIMUM
 EFFICIENCY RATING FOR UNITS <65,000 BTUH IS 13 SEER.
 3) THE SUBMITTED ENERGY EFFICIENCY FORM 506-2014
 INDICATES AN 11 EER FOR OAU-1, HOWEVER NO RATING IS
 GIVEN IN THE AC SCHEDULE ON M5.0.
 4) THE OUTSIDE AIR CALCULATION SCHEDULE ON SHEET M5.0
 INDICATES 3008 CFM'S REQUIRED FOR THE DINING AND DELI
 AREAS, HOWEVER THE AIR BALANCE DIAGRAM ON M4.2
 INDICATES ONLY 2100 CFM BEING PROVIDED BY OAU-1, AND 0
 CFM PROVIDED BY THE RTU'S IN THOSE AREAS: PLEASE
 CLARIFY OR CORRECT. ADDITIONALLY, PLEASE NOTE THE
 DEFICIENCY IN OUTSIDE AIR FOR OCCUPANTS IN THE KITCHEN
 AND AT THE COOKLINE. ALL AIR BEING SUPPLIED TO THE
 KITCHEN IN THE DIAGRAM IS FOR EXHAUST MAKE-UP AIR- SEE
 SECTION 403.2 FBC-14 MECHANICAL.
 5) PLEASE COMPLETE THE COMPLIANCE CHECKLIST ON ENERGY
 FORM 506-2014.
 6) REFER TO SECTION 304 FBC-14 FUEL GAS AND INDICATE
 WHAT METHOD WILL BE UISED TO PROVIDE COMBUSTION AIR TO
 THE GAS-FIRED COOKING APPLIANCES IN THE KITCHEN, AND
 INCLUDE A CALCULATION- PLEASE TAKE NOTE OF SECTION
 304.9.3 COMBIMNED COMBUSTION AND VENTILATION AIR.
 7) SHEET A8.0: INDICATE HOW ACCESS TO THE EQUIPMENT ON
 THE ROOF IS BEING PROVIDED- REFER TO SECTION 306.5
 FBC-14 MECHANICAL.
 8) M4.2: REFER TO SECTION 301.15 AND PROVIDE THE WIND
 LOAD DESIGN CRITERIA FOR TIE DOWN OF THE ROOF TOP
 EQUIPMENT INCLUDING RTU'S AND FANS: 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.
 9) M4.0: PROVIDE ENGINEERED TIE DOWN DETAILS FOR ALL OF
 THE ROOFTOP FANS SHOWN- DETAILS 8, 11, & 12.
 10) PLEASE NOTE THAT THE CITY OF WPB CONSTRUCTION
 SERVICES DEPT. REQUIRES SEPARATE PERMIT APPLICATIONS,
 PLANS, AND SUBMITTALS FOR THE KITCHEN HOODS AND FIRE
 SUPRESSION SYSTEMS, AND FOR WALK-IN BOXES AND
 REFRIGERATION SYSTEMS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-02-24 Cont ID  
Sent By gjohnson Date 2016-02-24 Time 12:20 Rev Time 0.00
Received By gjohnson Date 2016-02-24 Time 12:20 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-11-29 Cont ID  
Sent By tklarge Date 2015-11-29 Time 05:51 Rev Time 0.00
Received By tklarge Date 2015-11-29 Time 03:04 Sent To  
Notes
2015-11-25 14:21:121) MEN'S AND WOMEN'S RESTROOMS - 2014 FBC-
 ACCESSIBILITY SEC. 213.3.4 - WHERE LAVATORIES ARE
 PROVIDED, AT LEAST ONE SHALL COMPLY WITH SEC. 606 OF
 THE 2014 FBC- ACCESSIBILITY AND SHALL NOT BE LOCATED IN
 A TOILET COMPARTMENT. PROVISIONS SHALL BE PROVIDED FOR
 A FORWARD APPROACH TO THE LAVATORY. (SEC. 606.2)
 2) SHT. A7.1 - GRAB BARS SHALL BE MEASURED TO THE TOP
 OF THE GRIPPING SURFACE FROM THE FINISH FLOOR, NOT TO
 THE CENTER AS SHOWN ON THE ELEVATION DETAILS. 2014
 FBC-ACCESSIBILITY SEC. 609.4.
 3) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL GAS
 EQUIPMENT. GAS EQUIPMENT SHALL BE LISTED AND LABELED
 PER THE 2014 FBC-FUEL GAS SEC. 301.3.
 4) SUBMIT GREASE INTERCEPTOR SIZING CALCULATIONS TO
 ENSURE THAT THE EXISTING INTERCEPTORS HAVE ADEQUATE
 CAPACITY FOR THE NEW RESTAURANT.SUBMIT THE CAPACITY AND
 NUMBER OF THE EXISTING INTERCEPTORS. WPB AMEND. TO FBC
 SEC. 107.2.1.
 5) SHT. P0.0 - GENERAL NOTE #3 - DRAINAGE PIPE SHALL
 BEE SLOPED IN ACCORDANCE WITH 2014 FBC-PLUMBING TABLE
 704.1.
 6) SHT. P1.0 - SHOWS CONDENSATE DISCHARGING TO THE
 GREASE SYSTEM. WASTES THAT DO REQUIRE TREATMENT OR
 SEPARATION SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR
 OR SEPARATOR.2014 FBC-PLUMBING SEC.1003.2.
 7) SHT. P4.0 - DETAIL #2 - NOTE #1 - INDIRECT WASTE
 EXCEEDING 30 INCHES IN LENGTH SHALL BE TRAPPED PER THE
 2014 FBC-PLUMBING SEC. 802.2.
 8) SHT. P4.0 - THE DETAIL IS LABELED AS A FLOOR DRAIN
 BUT THE DETAIL IS OF A CLEANOUT. PLEASE REVISE.
 9) SHT. P4.0 - DETAIL #4 SHOWS THE CONDENSATE
 DISCHARGING TO THE ROOF BUT SHT. P 3.0 SHOWS THE
 CCONDENSATE DISCHARGING TO A ROOF DRAIN.THE CONDENSATE
 SHALL DRAIN TO A ROOF DRAIN.CLARIFY.
 10) SHT. P 6.0 - THE 2 INCH WATER LINE COMES INTO THE
 BUILDING, REDUCES TO 1 1/2 INCH TO THE WATER
 HEATER,INCREASES TO 2 INCH, AND REDUCES TO 1 1/2 INCH
 AGAIN. CLARIFY.
 11) SHT. P 6.0 - SHUTOFF VALVES ARE REQD. ON EQUIPMENT
 #50, #50.1, & 52. 2014 FBC- PLUMBING SEC.606.2.
 12) SHT. P6.0 - INDICATE THE PSI OF THE GAS SYATEM. WPB
 AMEND. TO FBC SEC. 107.3.5.1.3.
 13) SHT. P6.0 - INDICATE THE TYPE OF PIPE BEING USED
 FOR THE GAS SYSTEM.
 14) INDICATE ON SHT. P6.0 THE GAS SIZING TABLE FROM THE
 2014 FBC-FUEL GAS CODE USED FOR THE PIPE SIZING OF THE
 GAS SYSTEM.
 15) SUBMIT COMBUSTION AIR CALCULATIONS FOR ALL THE GAS
 EQUIPMENT.WHERE COMBUSTION AIR IS PROVIDED BY THE
 BUILDING'S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
 SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
 ADDITION TO THE REQUIRED VENTILATION AIR. 2014 FBC-FUEL
 GAS SEC. 304.9.3, 304.9.1.
 16) CLEANOUTS ARE REQUIRED IN WASTE STACKS PER 2014
 FBC-PLUMBING SEC.708.3.4.
 17) SUBMIT A SITE PLAN SHOWING THE LOCATION OF THE
 EXISTING GREASE INTERCEPTORS.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 2016-03-28 Cont ID  
Sent By eschneid Date 2016-03-28 Time 20:25 Rev Time 0.25
Received By eschneid Date 2016-03-28 Time 20:25 Sent To  
Notes
2016-03-28 20:31:59THE SIGNAGE AND AWNINGS REQUIRE A SEPARATE PERMIT WITH
 PLANS.
  
  
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-03-08 Cont ID  
Sent By eschneid Date 2016-03-08 Time 10:11 Rev Time 1.00
Received By eschneid Date 2016-03-08 Time 08:28 Sent To  
Notes
2016-03-08 10:11:52FAILED
  
 PLEASE PROVIDE RESPONSES IN WRITING.
  
 1) REPEAT COMMENT: THE PALM BEACH OUTLETS MANAGEMENT
 APPROVAL STAMP IS REQUIRED WITH THIS PERMIT. PLEASE
 INCLUDE THE STAMP ON THE FULL SIZE PLANS, A REDUCED
 COPY OF APPROVED STAMPED PLANS OR AN APPROVAL LETTER.
  
 2) THE LANDSCAPE AFFECTED BY THE CONSTRUCTION UNDER
 THIS PERMIT SHALL BE REINSTALLED PRIOR TO THE C.O. IN
 ORDER TO HAVE A RECORD OF THE FINAL LANDSCAPE PRODUCT,
 PLEASE SUBMIT TWO FULL SIZED COPIES OF SHEET LP-4 FROM
 THE MINOR PLANNED DEVELOPMENT AMENDMENT APPROVED ON
 FEBRUARY 23, 2016.
  
 3) THE ACTUAL CONSTRUCTION DRAWINGS MEET ZONING
 REQUIREMENTS AND HAVE BEEN STAMPED APPROVED BY ZONING.
 FINAL APPROVAL IS BEING HELD PENDING THE SUBMITTAL OF
 ITEMS 1 & 2 ABOVE.
  
 4) THE SIGNAGE AND AWNINGS REQUIRE A SEPARATE PERMIT
 WITH PLANS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-12-02 Cont ID  
Sent By eschneid Date 2015-12-02 Time 15:16 Rev Time 6.00
Received By eschneid Date 2015-12-02 Time 15:16 Sent To  
Notes
2015-12-02 15:17:06FAILED
  
 PLEASE PROVIDE RESPONSES IN WRITING.
  
 1) THE PALM BEACH OUTLETS MANAGEMENT APPROVAL STAMP IS
 REQUIRED.
  
 2) PRIOR TO ZONING APPROVAL OF THIS PERMIT, THE
 COMMENTS FOR THE CURRENTLY SUBMITTED MINOR PD AMENDMENT
 SHALL BE SUFFICIENTLY ADDRESSED.
  
 3) PROVIDE SIGHT LINE DRAWINGS TO VERIFY THAT THE NEW
 AND RELOCATED ROOFTOP EQUIPMENT MEETS THE PALM BEACH
 OUTLETS SCREENING REQUIREMENTS. THIS INCLUDES THE RTUS,
 THE SATELLITE DISHES, THE OAU, THE EXHAUST FANS, THE
 EQUIPMENT STAND BY REFRIGERATION, ETC. THESE FEATURES
 SHALL BE SHOWN TO THEIR ACCURATE HEIGHT DIMENSIONS ON
 THE SIGHT LINE DRAWING.
  
 4) THE ENCLOSED COOLER ADDITION SHALL APPEAR TO BE PART
 OF THE ORIGINAL BUILDING CONSTRUCTION.
  
 A. THERE SHALL BE NO VISIBLE GAP BETWEEN THE EAST
 EXTERIOR WALL OF THE EXISTING BUILDING AND THE ENCLOSED
 COOLER. IT IS UNCLEAR IF THIS IS THE CASE OR WHAT THE
 FINISHED TRANSITION WILL LOOK LIKE (WHAT IS EPDM WALL
 FLASHING).
  
 B. THE ENCLOSED COOLER SHALL MATCH THE EXISTING
 BUILDING ARCHITECTURAL ELEMENTS.
  
 I. STUCCO SHALL BE APPLIED TO THE WALLS OF THE ENCLOSED
 COOLER.
 II. THE STONEWORK BANDING AT THE BASE OF BUILDING J
 SHALL BE APPLIED TO THE ENCLOSED COOLER.
 III. THE SOUTHEAST AND NORTHEAST CORNERS OF THE
 ENCLOSED COOLER SHALL INCLUDE THE TOWER ELEMENTS USED
 ON THE LOADING DOCK SCREEN WALLS.
 IV. THERE SHALL BE A CORNICE LINE AT THE TOP OF THE
 ENCLOSED COOLER THAT MATCHES THE CORNICE LINE AT THE
 TOP OF THE LOADING DOCK SCREEN WALLS.
  
 5) VINYL AWNINGS ARE NOT PERMITTED BY THE PALM BEACH
 OUTLETS DESIGN GUIDELINES.
  
 6) PLEASE EXPLAIN WHAT THE NOMENCLATURE "HSS4X4X5/16 -
 AWNING" MEANS.
  
 7) THE SIGNAGE AND AWNINGS REQUIRE A SEPARATE PERMIT
 WITH PLANS.
  
 8) LANDSCAPE SHALL BE REINSTALLED PRIOR TO THE C.O.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  


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