Plan Review Details - Permit 16120091
Plan Review Stops For Permit 16120091
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-03-31 Cont ID  
Sent By shill Date 2017-03-31 Time 10:27 Rev Time 0.00
Received By shill Date 2017-03-31 Time 10:27 Sent To M
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-02-16 Cont ID  
Sent By jwitmer Date 2017-02-16 Time 17:15 Rev Time 0.00
Received By jwitmer Date 2017-02-16 Time 13:44 Sent To  
Notes
2017-02-16 17:15:08BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120091
 ADD: 332 EVERNIA ST.
 CONT: MONTEIRO DEVELOPMENT INC.
 TEL: 561-346-6916
 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.
  
 3RD REVIEW
 DATE: THURS. FEB. 16/2017
 ACTION: DENIED
  
 ***PLEASE HAVE A MEETING WITH THE FAILED PLAN REVIEWERS
 BEFORE THE NEXT SUBMITTAL!!!***
  
 1-4) COMPLIED.
  
 5) 2ND REQUEST. 2014 EXISTING BUILDING CODE SECTION
 1013 ENERGY CONSERVATION SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE, ENERGY CODE. MECHANICAL REVIEWERS 2ND
 REQUEST FOR FLORIDA ENERGY CONSERVATION CODE COMPLIANCE
 AND AC COOLING AND HEATING CALCULATIONS.
  
 6) 3RD REQUEST. PLEASE PROVIDE COMPLIANCE WITH 2014
 EXISTING BUILDING CODE 1012.2 FIRE PROTECTION SYSTEMS.
 FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE
 WITH SECTIONS 1012.2.1 AND 1012.2.2.
 6A) 1012.2.1 FIRE SPRINKLER SYSTEM.
  
  
 7)SEMI-COMPLIED. PLEASE SHOW HOW COMPLIANCE WITH
 SECTION 1012.1.4 ACCESSIBILITY OF THE 2014 EXISTING
 BUILDING CODE IS ACHIEVED. ALL BUILDINGS UNDERGOING A
 CHANGE OF OCCUPANCY CLASSIFICATION SHALL COMPLY WITH
 SECTION 1012.8 EXIST. BUILD. CODE. PLEASE SHOW ON THE
 LIFE SAFETY PLAN A1.4A.
  
 7A)2ND REQUEST. DINING SURFACES. 226.1. WHERE DINING
 SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR
 DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND
 STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902. 178 X 0.05= 8.9 OR 9 OCCUPANTS PLANS ONLY
 SHOW 7 WHEEL CHAIR SPACES.
  
 7B) SEMI-COMPLIED. WHEELCHAIR PLACEMENT FOR DISPERSION
 / BAR. . THE 2 ACCESSIBLE SPACES LOCATED IN FRONT OF
 THE BAR DOES NOT PROVIDE A CUT SECTION THROUGH THE BAR
 INDICATING THE HEIGHT OF THE BAR.. ACCESS. CODE 902.3
 HEIGHT. THE TOPS OF DINING SURFACES SHALL BE 28 INCHES
 MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES
 REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 7C) 2ND REQUEST. WHEELCHAIR PLACEMENT IS SHOWN ON THE
 PLANS BUT NOT THE CLEAR FLOOR SPACE. 902.2 CLEAR FLOOR
 OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305
 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED.
 KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE
 PROVIDED.
  
 7D)3RD REQUEST. 902.3 HEIGHT. THE TOPS OF DINING
 SURFACES AND WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 8-12) COMPLIED.
  
 13) 2ND REQUEST. ROOF TOP CURBS. SHEET 3.4M DOES SHOW A
 DETAIL FOR ANCHORING OF A ROOF TOP CURB TO THE ROOF TOP
 FRAMING. DETAILS SHOW 3X3 ANGLES BUT DOES NOT STATE IF
 TO BE WELDED TO THE TOP CHORD OF THE BAR JOIST, THERE
 IS NO INFORMATION AS TO THE TYPE OF WELDS, THE 3X3
 ANGLES DOES NOT PROVIDE THE THICKNESS NOR THE LENGTH OF
 THE ANGLES. THE DESIGNER HAS NOT INDICATED POINT
 LOADING OF THE BAR JOIST AND OR STRENGTHENING OF BAR
 JOIST FOR THE ADDITIONAL LOADING.
 THE ROOF TOP CURB SIZE IS NOT PROVIDED, NOR PRODUCT
 APPROVALS FOR THE CURB OR MANUFACTURERS CUT SHEET.
 MISSING INFORMATION. ADMINISTRATIVE CODE 107.2.1.3.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 14) 3RD REQUEST. SHEET 3.4M SHOWS A CONNECTION FOR THE
 ROOF TOP RTU TO THE CURB, THIS DETAIL DOES PROVIDE THE
 WIND SPEED THAT IT WAS DESIGNED FOR. THIS REVIEW THERE
 IS A NEW BRACKET, Z BRACKET BY MICRO METAL PLEASE
 PROVIDE THE MANUFACTURERS LITERATURE FOR THE END USE OF
 THIS BRACKET.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
  
 15-20) COMPLIED.
  
 21) COMPLIED. IMPACT FEES.
  
 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
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-01-27 Cont ID  
Sent By jwitmer Date 2017-01-27 Time 15:18 Rev Time 0.00
Received By jwitmer Date 2017-01-27 Time 12:00 Sent To  
Notes
2017-01-27 15:18:53BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120091
 ADD: 332 EVERNIA ST.
 CONT: MONTEIRO DEVELOPMENT INC.
 TEL: 561-346-6916
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. JAN. 27/2017
 ACTION: DENIED
  
 1)2ND REQUEST!!! THE COVERSHEET C-1 LIST THIS PROJECT
 AS A LEVEL III ALTERATION. PLEASE BE AWARE THE LAST
 KNOWN USE OF THIS SPACE WAS A GYM AN A3 OCCUPANCY. THIS
 IS A CHANGE OF USE WITHIN THE SAME OCCUPANCY GROUP TO
 AN A2 TAVERNS AND BARS. PLEASE UPDATE THE PLANS TO THE
 REQUIREMENTS OF SECTION 1001.3 CHANGE OF OCCUPANCY
 CLASSIFICATION, THE 2014 EXISTING BUILDING CODE.
 EXISTING BUILDING CODE 1001.3 CHANGE OF OCCUPANCY
 CLASSIFICATION. WHERE THE OCCUPANCY CLASSIFICATION OF A
 BUILDING CHANGES, THE PROVISIONS OF SECTIONS 1002
 THROUGH 1012 SHALL APPLY. THIS INCLUDES A CHANGE OF
 OCCUPANCY CLASSIFICATION WITHIN A GROUP AS WELL AS A
 CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE GROUP TO A
 DIFFERENT GROUP.
  
 2-4) COMPLIED.
  
 5) 2ND REQUEST. 2014 EXISTING BUILDING CODE SECTION
 1013 ENERGY CONSERVATION SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE, ENERGY CODE. MECHANICAL REVIEWERS 2ND
 REQUEST FOR FLORIDA ENEERGY CONSERVATION CODE
 COMPLIANCE AND AC COOLING AND HEATING CALCULATIONS.
  
 6) 2ND REQUEST. PLEASE PROVIDE COMPLIANCE WITH 2014
 EXISTING BUILDING CODE 1012.2 FIRE PROTECTION SYSTEMS.
 FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE
 WITH SECTIONS 1012.2.1 AND 1012.2.2.
 6A) 1012.2.1 FIRE SPRINKLER SYSTEM.
  
  
 7)SEMI-COMPLIED. PLEASE SHOW HOW COMPLIANCE WITH
 SECTION 1012.1.4 ACCESSIBILITY OF THE 2014 EXISTING
 BUILDING CODE IS ACHIEVED. ALL BUILDINGS UNDERGOING A
 CHANGE OF OCCUPANCY CLASSIFICATION SHALL COMPLY WITH
 SECTION 1012.8 EXIST. BUILD. CODE. PLEASE SHOW ON THE
 LIFE SAFETY PLAN A1.4A.
  
 7A)2ND REQUEST. DINING SURFACES. 226.1. WHERE DINING
 SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR
 DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND
 STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902. 178 X 0.05= 8.9 OR 9 OCCUPANTS.
  
 7B) SEMI ?COMPLIED. SHEET 1.3A & 1.4A BOTH SHOW
 WHEELCHAIR PLACEMENT FOR DISPERSION. THE 2 ACCESSIBLE
 SPACES LOCATED IN FRONT OF THE BAR DOES NOT PROVIDE A
 CUT SECTION THROUGH THE BAR INDICATING THE HEIGHT OF
 THE BAR. SHEET 1.7A THE BAR SECTION GIVEN DOES NOT EVEN
 PROVIDE THE BAR HEIGHT. ACCESS. CODE 902.3 HEIGHT. THE
 TOPS OF DINING SURFACES SHALL BE 28 INCHES MINIMUM AND
 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES
 REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 7C) SEMI-COMPLIED. WHEELCHAIR PLACEMENT IS SHOWN ON THE
 PLANS BUT NOT THE CLEAR FLOOR SPACE. 902.2 CLEAR FLOOR
 OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305
 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED.
 KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE
 PROVIDED.
  
 7D)2ND REQUEST. 902.3 HEIGHT. THE TOPS OF DINING
 SURFACES AND WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 8-12) COMPLIED.
  
 13) 2ND REQUEST. ROOF TOP CURBS. SHEET 3.4M DOES SHOW A
 DETAIL FOR ANCHORING OF A ROOF TOP CURB TO THE ROOF TOP
 FRAMING. ALSO SUBMITTED IN THE 2ND REVIEW IS A NOA FOR
 THYBAR TC-5 STYLE STEEL ROOF ?CURB FOR CARRIER ROOF TOP
 UNITS AND ANCHORING TO THE ROOF TOP FRAMING. . WHICH IS
 TO BE USED IN THIS INSTALLATION?
 1ST ROUND COMMENT. SHEET 3.4M SHOWS ROOF TOP EQUIPMENT.
 RTU 1 IS NOT CLEAR IF THIS UNIT IS EXISTING OR NEW.
 DETAILS SHOW 3X3 ANGLES TO BE WELDED TO THE TOP CHORD
 OF THE BAR JOIST, THERE IS NO INFORMATION AS TO THE
 TYPE OF WELDS, THE 3X3 ANGLES DOES NOT PROVIDE THE
 THICKNESS NOR THE LENGTH OF THE ANGLES. THE DESIGNER
 HAS NOT INDICATED POINT LOADING OF THE BAR JOIST AND OR
 STRENGTHENING OF BAR JOIST FOR THE ADDITIONAL LOADING.
 THE ROOF TOP CURB SIZE IS NOT PROVIDED, NOR PRODUCT
 APPROVALS FOR THE CURB WERE SUBMITTED.
 MISSING INFORMATION. ADMINISTRATIVE CODE 107.2.1.3.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 14) 2ND REQUEST. SHEET 3.4M ALSO SHOWS A CONNECTION FOR
 THE ROOF TOP RTU TO THE CURB, THIS DETAIL DOES PROVIDE
 THE WIND SPEED THAT IT WAS DESIGNED FOR.
 IF THE THYBAR NOA IS GOING TO BE THE METHOD OF
 INSTALLATION THEN SHOW COMPLIANCE WITH:
 THYBAR TC-5 STEEL ROOF CURB FOR CARRIER ROOFTOP UNITS
 NOA15-0218.11, PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT
 BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
  
 15-16) COMPLIED. ROOF TOP ACCESS/ ROOF TOP GUARDS.
  
 17) NOT REQUIRED. MECHANICAL SCREENS
  
 18) AGAIN THE PLANS INDICATE ON SHEET 3.4M A DETAIL FOR
 MOUNTING ROOF TOP STANDS AND WHAT APPEARS TO BE A
 PRODUCT APPROVAL NO COVERSHEET INDICATING IT IS A
 FLORIDA APPROVAL OR A NOA. IF THE TECHNICAL SHEETS
 SUBMITTED ARE AN APPROVALS, PLEASE CIRCLE THE CORRECT
 CHARTS, FOR WIND SPEED, ANCHOR TYPES CONFIGURATION,
 UNIT DIMENSIONS, STAND HEIGHT AND EXPOSURE TYPE.
  
 1ST ROUND OF COMMENTS.
 SHEET 3.4M ALSO SHOWS NEW ROOF TOP A/C STANDS. PRODUCT
 APPROVALS FOR ROOF TOP STANDS MUST SHOW ALL TABLES
 WITHIN THE PRODUCT APPROVAL TO BE IDENTIFIED THAT ARE
 PERTINENT TO THE INSTALLATION, THEN REVIEWED BY THE
 DESIGNER OF RECORD.
  
 19-20) COMPLIED.
  
 21) COMPLIED. IMPACT FEES.
  
 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
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-12-07 Cont ID  
Sent By jwitmer Date 2016-12-07 Time 09:05 Rev Time 0.00
Received By jwitmer Date 2016-12-07 Time 06:16 Sent To  
Notes
2016-12-07 09:05:13BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120091
 ADD: 332 EVERNIA ST.
 CONT: MONTEIRO DEVELOPMENT INC.
 TEL: 561-346-6916
 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: WED. DEC. 07/2016
 ACTION: DENIED
  
 1) THE COVERSHEET C-1 LIST THIS PROJECT AS A LEVEL II
 ALTERATION. PLEASE BE AWARE THE LAST KNOWN USE OF THIS
 SPACE WAS A GYM AN A3 OCCUPANCY. THIS IS A CHANGE OF
 USE WITHIN THE SAME OCCUPANCY GROUP TO AN A2 TAVERNS
 AND BARS. PLEASE UPDATE THE PLANS TO THE REQUIREMENTS
 OF SECTION 1001.3 CHANGE OF OCCUPANCY CLASSIFICATION,
 THE 2014 EXISTING BUILDING CODE.
 EXISTING BUILDING CODE 1001.3 CHANGE OF OCCUPANCY
 CLASSIFICATION. WHERE THE OCCUPANCY CLASSIFICATION OF A
 BUILDING CHANGES, THE PROVISIONS OF SECTIONS 1002
 THROUGH 1012 SHALL APPLY. THIS INCLUDES A CHANGE OF
 OCCUPANCY CLASSIFICATION WITHIN A GROUP AS WELL AS A
 CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE GROUP TO A
 DIFFERENT GROUP.
  
 2) PLEASE NOTE THERE IS A DISCREPANCY IN THE OCCUPANT
 LOAD PROVIDED. THE COVERSHEET DECLARES 173 OCCUPANTS
 WHEREAS THE LIFE SAFETY SHEET 1.4A LIST 178 AS A TOTAL
 OCCUPANT LOAD. PLEASE UPDATE THE DISCREPANCY.
 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.
  
 3) PLEASE ALSO NOTE THE LIFE SAFETY SHEET 1.4AINTHE
 OCCUPANT LOAD EXITING IS USING THE MORE RESTRICTIVE
 FACTOR 0.3 INCHES FOR STAIRS SEE FBC-B 1005.3.1. THE
 ACTUAL COUNT ALLOWED WILL BE LOWER.
  
 4) THE REAR EXIT DOORWAY HAS A HALLWAY IN FRONT OF IT 4
 FT. 7 INCHES WIDE OR 55 INCHES IN WIDTH. DOOR & 10
 SWINGS OVER THE ? OF THE REQUIRED EXIT WIDTH. THE
 REQUIRED MINIMUM EXIT FOR OCCUPANT LOADS OF 50 OR MORE
 44 INCHES, ? OF THE REQUIRED WIDTH IS 22 INCHES. WITH
 THE DOOR IN THE OPEN POSITION ONLY 19 INCHES REMAIN.
 2014 FBC-B 1005.7.1 DOORS. DOORS, WHEN FULLY OPENED,
 SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7
 INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE
 THE REQUIRED WIDTH BY MORE THAN ONE-HALF.
  
 5) 2014 EXISTING BUILDING CODE SECTION 1013 ENERGY
 CONSERVATION SHALL COMPLY WITH THE FLORIDA BUILDING
 CODE, ENERGY CODE, PLEASE PROVIDE HOW COMPLIANCE WILL
 BE ACHIEVED.
  
 6) PLEASE PROVIDE COMPLIANCE WITH 2014 EXISTING
 BUILDING CODE 1012.2 FIRE PROTECTION SYSTEMS.
 FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE
 WITH SECTIONS 1012.2.1 AND 1012.2.2.
 6A) 1012.2.1 FIRE SPRINKLER SYSTEM.
 6B) 1012.2.2 FIRE ALARM AND DETECTION SYSTEM.
 7) PLEASE SHOW HOW COMPLIANCE WITH SECTION 1012.1.4
 ACCESSIBILITY OF THE 2014 EXISTING BUILDING CODE IS
 ACHIEVED. ALL BUILDINGS UNDERGOING A CHANGE OF
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH SECTION
 1012.8 EXIST. BUILD. CODE. PLEASE SHOW ON THE LIFE
 SAFETY PLAN A1.4A.
  
 7A) DINING SURFACES. 226.1. WHERE DINING SURFACES ARE
 PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST
 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT
 THE DINING SURFACES SHALL COMPLY WITH 902.
  
 7B) 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES
 REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 7C) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 7D) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK
 SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34
 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 8) THE COVER SHEET INDICATES IN THE REAR OF THE
 BUILDING THERE WILL BE NEW OVERHEAD DOOR AND REAR SWING
 EGRESS DOORS. SHEET A1.6A SHOWS A DETAIL OF AN EXISTING
 HEADER. GOOGLE SHOWS THE REAR OF THE BUILDING WITH A
 SINGLE 3-0X 7-0 DOOR. PLEASE EXPLAIN EXISTING HEADER.
 IN THIS REVIEW THERE WERE NO STRUCTURAL PLANS
 INDICATING HOW THE MWFRS( MAIN WIND FORCE RESISTING
 SYSTEM) IS GOING TO REMAIN INTACT WITH THE NEW
 OPENINGS, IF LINTELS OR CONCRETE BEAMS TYPE OF COLUMNS,
 ARE GOING TO BE CREATED. THERE IS NO SIZING INFORMATION
 OF REBAR, HOOPS, SPACING OF HOOPS, STRENGTH OF CONCRETE
 MIX LAP SPLICES, REBAR EMBEDMENT TO EXISTING FOOTERS
 AND BEAMS.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 EXTERIOR ELEVATIONS.
 WALL SYSTEMS NEW WALL OPENINGS
 ROOF SYSTEMS NEW OPENINGS.
  
 9) THE COVERSHEET C.1 INDICATES ON THE FRONT OF THE
 BUILDING NEW SOLAR INNOVATION BIFOLD WINDOWS, SHEET
 1.6A THE NEW ELEVATIONS SHOW THE REMOVAL OF A DOORWAY
 AND INFILL OF SILL. THE NEW SILL HAS NO DETAILS HOW IT
 WILL ANCHORED AS PART OF THE MWFRS (MAIN WIND FORCE
 RESISTING SYSTEM) TO ANCHOR THE BIFOLD WINDOWS.
 1609.6.4. MAIN WIND FORCE-RESISTING SYSTEMS.
  
 10) SHEET 1.0A THE DIMENSIONED FLOOR PLAN SHOWS NEW
 DUMPSTER ENCLOSURE RAISED EXIT DISCHARGE LANDING SWITCH
 BACK AND RAMP WITH EITHER GUARDS OR HANDRAILS. THERE IS
 NO STRUCTURAL INFORMATION FOR ANY OF THESE ELEMENTS,
 SIZE OF FOOTERS, IF MONOLITHIC OR STEMWALL,
 REINFORCEMENT OF REBARS, FOR FOOTERS, COLUMNS, AND
 BEAMS. NO NOTATION AS TO WHERE THE REAR PROPERTY LINE
 IS LOCATED ON THE PLANS, NOR POWER POLE LOCATION NOR
 THE REROUTING OF THE SOUTHEAST RAIN DOWNSPOT.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING STRUCTURAL ELEMENTS, FOOTERS,
 SLABS, COLUMNS AND BEAMS
 1010.8.2 OUTDOOR CONDITIONS. OUTDOOR RAMPS AND OUTDOOR
 APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER
 WILL NOT ACCUMULATE ON WALKING SURFACES.
  
 1010.9 HANDRAILS. RAMPS WITH A RISE GREATER THAN 6
 INCHES (152 MM) SHALL HAVE HANDRAILS ON BOTH SIDES.
 HANDRAILS SHALL COMPLY WITH SECTION 1012.
 11) SHEET 1.0A THE REAR EXIT DOOR # 6 DOES SHOW A
 REQUIRED PANIC BAR AND DOOR CLOSER ON THE NEW EXIT
 DOOR. WITH THIS TYPE OF HARDWARE ON THE DOOR A 12 INCH
 MANEUVERING CLEARANCE IS REQUIRED ON THE INTERIOR OF
 THE DOOR. SEE 2014 ACCESS. CODE FIGURE 404.2.4.1.
  
 12) SHEET 1.0A THE REAR EXIT DOOR # 6 DOES SHOWS A
 UPPER LANDING FOR A RAMP. THE LANDING DOES NOT GIVE A
 DIMENSION FOR WIDTH FROM THE BUILDING. PLEASE SHOW
 COMPLIANCE WITH ACCESS. CODE 405.7.4 CHANGE IN
 DIRECTION.
  
 13) SHEET 3.4M SHOWS ROOF TOP EQUIPMENT. RTU 1 IS NOT
 CLEAR IF THIS UNIT IS EXISTING OR NEW. DETAILS SHOW 3X3
 ANGLES TO BE WELDED TO THE TOP CHORD OF THE BAR JOIST,
 THERE IS NO INFORMATION AS TO THE TYPE OF WELDS, THE
 3X3 ANGLES DOES NOT PROVIDE THE THICKNESS NOR THE
 LENGTH OF THE ANGLES. THE DESIGNER HAS NOT INDICATED
 POINT LOADING OF THE BAR JOIST AND OR STRENGTHENING OF
 BAR JOIST FOR THE ADDITIONAL LOADING.
 THE ROOF TOP CURB SIZE IS NOT PROVIDED, NOR PRODUCT
 APPROVALS FOR THE CURB WERE SUBMITTED.
 MISSING INFORMATION. ADMINISTRATIVE CODE 107.2.1.3.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 14) SHEET 3.4M ALSO SHOWS A CONNECTION FOR THE ROOF TOP
 RTU TO THE CURB, THIS DETAIL DOES NOT PROVIDE THE WIND
 SPEED THAT IT WAS DESIGNED FOR. 2014 FBC-M- 301.15 WIND
 RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 15) SHEET 3.4M . PLEASE PROVIDE THE MEAN ROOF HEIGHT TO
 SEE IF COMPLIANCE WITH SECTION 1509.6.4 OF THE FBC-B
 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).
  
 16) SHEET 3.4M DOES SHOW NEW ROOF TOP EQUIPMENT CLOSER
 THAN 10 FEET FROM THE EDGE OF THE ROOF, PLEASE SHOW
 COMPLIANCE WITH SECTION 1013.6 MECHANICAL EQUIPMENT OF
 THE FBC-B.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
 PLEASE ALSO NOTE GOOGLE SHOWS (2) ROOFTOP UNITS AT THE
 REAR OF THE BUILDING WITHIN 10 FEET OF THE EDGE OF THE
 ROOF.
  
 17) IF MECHANICAL SCREENS ARE REQUIRED BY OTHER CODES
 OR DEPARTMENTS THEN THEY ARE TO BE DESIGNED FOR THIS
 WIND SPEED AND ELEVATION AND ALSO IN COMPLIANCE WITH
 ? 1509.6 MECHANICAL EQUIPMENT SCREENS.
 MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF
 THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN
 ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE
 BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER
 THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS
 SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
  
 18) SHEET 3.4M ALSO SHOWS NEW ROOF TOP A/C STANDS.
 PRODUCT APPROVALS FOR ROOF TOP STANDS MUST SHOW ALL
 TABLES WITHIN THE PRODUCT APPROVAL TO BE IDENTIFIED
 THAT ARE PERTINENT TO THE INSTALLATION, THEN REVIEWED
 BY THE DESIGNER OF RECORD.
  
 19) SHEET 3.4M. MISSING ROOF TOP WIND DESIGN CRITERIA
 2014 FBC-B 1603.1.4.
  
 20A) 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,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 20B) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 21) 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.
  
 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.
  
 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
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-01-24 Cont ID  
Sent By rlecky Date 2017-01-24 Time 11:24 Rev Time 0.00
Received By rlecky Date 2017-01-24 Time 10:29 Sent To  
Notes
2017-01-24 11:29:31THE FOLLOWING PROVISO NOTES WERE ADDED TO THE RISER
 PLAN.
  
 NEC.110.16
 ARC-FLASH WARNING LABELING IS REQUIRED FOR THE SERVICE,
 PANEL BOARDS AND MAIN DISCONNECTS
  
 NEC 408.3
 HIGH- LEG IDENITIFICATION IS REQUIRED AT THE ELECTRICAL
 SERVICE AND PANELBOARDS
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-12-08 Cont ID  
Sent By rlecky Date 2016-12-08 Time 13:19 Rev Time 0.00
Received By rlecky Date 2016-12-08 Time 10:30 Sent To  
Notes
2016-12-08 13:20:51PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 ELECTRICAL REVIEW COMMENTS.
  
 INDICATE THE FAULT CURRENT CAPACITY REQUIRED FOR THE
 ELECTRIC SERVICE AND ELECTRIC PANELS. NEC 110.9, 110.10
  
 PROVIDE A SAFETY LABELING SCHEDULE FOR FLASH PROTECTION
 FOR THE SERVICE, PANEL BOARDS AND MAIN DISCONNECTING
 MEANS. NEC 110.16, 110.22, 110.24
  
 PROVIDE HIGH LEG IDENTIFICATION AT THE ELECTRICAL
 SERVICE AND PANEL BOARDS. NEC 408.3, 10.15, 230.56
  
 PROVIDE A SUMMARY LOAD CALCULATION. NEC 220.1, 220.40
  
 PROVIDE WIRE WAY SIZE FOR FEEDERS. NEC 376
  
 PROVIDE A DIMENSIONED DETAIL FOR THE ELECTRIC EQUIPMENT
 SHOWING THE LOCATION AND ALL SAFETY CLEARANCES WITH
 ADEQUATE HEAD ROOM. NEC 110.26
  
 PROVIDE A INTERSYSTEM BONDING BAR AT THE ELECTRICAL
 SERVICE. NEC 250.94
  
 PROVIDE GFCI PROTECTION FOR GENERAL PURPOSE RECEPTACLES
 ON THE ROOF. NEC 210.8, 210.63
  
 PROVIDE CIRCUITRY DETAIL FOR EMERGENCY/EXIT LIGHTING.
 NEC 700.12(F)(4)
  
 PROVIDE INTERIOR LIGHTING CALCULATION SHOWING
 COMPLIANCE WITH THE FLORIDA BUILDING CODE ENERGY
 CONSERVATION REQUIREMENTS. FBC C405
  
 PROVIDE OCCUPANCY SENSORS AS REQUIRED. FBC C405
  
 PANEL B AND PANEL C ARE NOT LABELED CORRECTLY. THE BREW
 HOUSE PANEL NOT LABELED OR NOT SHOWN. PANEL SCHEDULES
 DO NOT INCLUDE THE KETTLE PUMP AND HOT LIQUOR PUMP. THE
 TANKLESS WATER HEATER SEEMS TO BE MISSING FROM THE
 LAYOUT AT BAR.
  
 NOTE: SEPARATE PERMITS AND PLANS ARE REQUIRED FOR ALARM
 SYSTEMS, SECURITY AND DATA SYSTEMS
  
 ROBERT LECKY
 ELECTRICAL PLANS EXAMINER
 561-373-3701
 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2017-03-20 Cont ID  
Sent By pleduc Date 2017-03-20 Time   Rev Time 0.00
Received By pleduc Date 2017-03-20 Time 10:39 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2017-02-23 Cont ID  
Sent By pleduc Date 2017-02-23 Time 16:55 Rev Time 0.00
Received By pleduc Date 2017-02-23 Time 12:45 Sent To  
Notes
2017-02-23 16:53:18THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) THE ATTACHED LETTER FROM METRO ARCHITECTURAL GROUP
 DATED 2/8/17 , UNDER RESPONSES TO FIRE INDICATES THAT
 FIRE SPRINKLER DRAWINGS SHALL BE ATTACHED TO THIS
 SUBMISSION.
  
 NO SUCH DRAWINGS WERE FOUND IN THE RE-SUBMITTED SHEETS
 AND A REVIEW COULD NOT BE COMPLETED.
  
 PLEASE PROVIDE THE REQUIRED DOCUMENT PER PREVIOUS
 COMMENTS.
  
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE
  
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2017-01-24 Cont ID  
Sent By pleduc Date 2017-01-24 Time   Rev Time 0.00
Received By pleduc Date 2017-01-23 Time 14:07 Sent To  
Notes
2017-01-23 15:04:59THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
  
 1) A FIRE SPRINKLER SYSTEM IS INDICATED; HOWEVER, THERE
 ARE NO FIRE SPRINKLER DOCUMENTS PROVIDED.
  
 PER FLORIDA STATUTE 61G15-32.003 COMMON REQUIREMENTS TO
 ALL FIRE PROTECTION ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
  
 THE DOCUMENT CAN BE IN DRAWING OR LETTER NARRATIVE FORM
 BUT SHALL COMPLY WITH ALL THE ABOVE NOTED REQUIREMENTS.
  
 PLEASE PROVIDE FOR THE ABOVE.
  
  
 2) THERE IS NO INDICATION OF THE FIRE SPRINKLER SYSTEM
 BEING SUPERVISED.
  
 PLEASE PROVIDE A NOTE INDICATING THAT THE FIRE
 SPRINKLER SYSTEM SHALL BE SUPERVISED.
  
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-12-13 Cont ID  
Sent By pleduc Date 2016-12-13 Time   Rev Time 0.00
Received By pleduc Date 2016-12-12 Time 11:40 Sent To  
Notes
2016-12-12 16:46:49THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET 1.0 A - WITHIN THE REAR EXIT CORRIDOR LEADING
 TO THE EXIT THERE IS THAT OPENS INTO THE EXIT CORRIDOR
 ENCROACHING ON THE REQUIRED EXIT WIDTH.
  
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
 1.2.1.4.3 DOOR LEAF ENCROACHMENT
 1.2.1.4.3.1 DURING ITS SWING, ANY DOOR LEAF IN A MEANS
 OF EGRESS SHALL LEAVE NOT LESS THAN ONE-HALF OF THE
 REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY,
 OR A LANDING UNOBSTRUCTED AND SHALL NOT PROJECT NOT
 MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A
 CORRIDOR, A PASSAGE WAY, OR A LANDING, WHEN FULLY OPEN,
 UNLESS BOTH OF THE FOLLOWING CONDITIONS ARE MET:
 (1) THE DOOR OPENING PROVIDES ACCESS TO A STAIR IN AN
 EXISTING BUILDING.
 (2) THE DOOR OPENING MEETS THE REQUIREMENTS THAT LIMITS
 PROJECTION TO NOT MORE THAN 7 IN. INTO THE REQUIRED
 WIDTH OF THE STAIR LANDING WHEN THE DOOR LEAF IS FULLY
 OPEN.
  
  
 PLEASE REVIEW AND CORRECT.
  
  
  
  
 2) SHEET 1.4 A - A NOTE IS INDICATING EXITS PROVIDED =
 3, ONLY TWO(2) EXITS ARE INDICATED, A DOUBLE SWING
 FRONT DOOR AND A SINGLE SWING REAR DOOR.
  
  
 PLEASE REVIEW AND CORRECT OR CLARIFY.
  
  
  
  
 3) SHEET 1.4 A - A NOTE INDICATES EXIT CAPACITY OF .3
 IS BEING USED.
  
 PER NFPA 101, CHAPTER 7, MEANS OF EGRESS, TABLE 7.3.3.1
 IDENTIFIES 0.2 FOR EGRESS CAPACITY CLACULATION FOR
 LEVEL COMPONETS AND RAMPS.
  
 PLEASE REVIEW AND CORRECT OR CLARIFY.
  
  
  
  
 4) SHEET 1.0 A - THE FRONT EXIT AND REAR OUTSIDE EXIT
 AREAS APPEAR TO INDICATE RAMPS. THERE ARE NO DETAILS
 INDICATED FOR EACH OF THE RAMPS.
  
 PLEASE PROVIDE ALL APPLICABLE RAMP DETAILS PER
 COMPLAINCE WITH NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
  
  
 5) SHEET 1.0 A AND ALL OTHER APPLICABLE SHEETS - A
 BOILER AND BOLIER ROOM IS INDICATED. NO BOILER
 INFORMATION, SPEC/EQUIPMENT SHEETS ARE PROVIDED
  
 PLEASE PROVIDE A NOTE THAT THE BOILER INSTALLATION
 SHALL BE UNDER SEPARATE PERMIT.
  
 PLEASE PROVIDE A NOTE INDICATING THE BOILER
 INSTALLATION SHALL COMPPLY WITH THE REQUIRMENTS OF NFPA
 85, BOILER AND COMBUSTION SYSTEMS HAZARDS CODE.
  
  
  
 6) SHEET 1.4 A - A BOILER IS INDICATED WITHIN A 2 HOUR
 RATED FIRE WALL ENCLOSURE. THE EXTERIOR WALL IS NOT
 INDICATED AS HAVING ANY RATING. THE EXTERIOR WALL LIES
 DIRECTLY OPPOSITE A PARKING LOT AND AN AREA DEFINED AS
 LEADING TO A PUBLIC WAY FOR AN ADJACENT BUILDING EXIT.
 THE EXTEIOR WALL SHALL HAVE THE SAME RATING AS THE
 OTHER WALLS SURROUNDING THE BOILER.
  
 PER NFPA 101, CHAPTER 12
  
 12.3.2.1 SERVICE EQUIPMENT, HAZARDOUS OPERATIONS OR
 PROCESSES, AND STORAGE FACILITIES.
 12.3.2.1.1 ROOMS CONTAINING HIGH-PRESSURE BOILERS,
 REFRIGERATING MACHINERY OF OTHER THAN THE DOMESTIC
 REFRIGERATOR TYPE, LARGE TRANSFORMERS, OR OTHER SERVICE
 EQUIPMENT SUBJECT TO EXPLOSION SHALL MEET BOTH OF THE
 FOLLOWING REQUIREMENTS:
 (1) SUCH ROOMS SHALL NOT BE LOCATED DIRECTLY UNDER OR
 ABUTTING REQUIRED EXITS.
 (2) SUCH ROOMS SHALL BE SEPARATED FROM OTHER PARTS OF
 THE BUILDING BY FIRE BARRIERS IN ACCORDANCE WITH
 SECTION 8.3 HAVING A MINIMUM 1-HOUR FIRE RESISTANCE
 RATING OR SHALL BE PROTECTED BY AUTOMATIC EXTINGUISHING
 SYSTEMS IN ACCORDANCE WITH SECTION 8.7.
  
 8.7 SPECIAL HAZARD PROTECTION.
 8.7.1 GENERAL.
 8.7.1.1* PROTECTION FROM ANY AREA HAVING A DEGREE OF
 HAZARD GREATER THAN THAT NORMAL TO THE GENERAL
 OCCUPANCY OF THE BUILDING OR STRUCTURE SHALL BE
 PROVIDED BY ONE OF THE FOLLOWING MEANS:
 (1) ENCLOSING THE AREA WITH A FIRE BARRIER WITHOUT
 WINDOWS THAT HAS A 1-HOUR FIRE RESISTANCE RATING IN
 ACCORDANCE WITH SECTION 8.3
 (2) PROTECTING THE AREA WITH AUTOMATIC EXTINGUISHING
 SYSTEMS IN ACCORDANCE WITH SECTION 9.7
 (3) APPLYING BOTH 8.7.1.1(1) AND (2) WHERE THE HAZARD
 IS SEVERE OR WHERE OTHERWISE SPECIFIED BY CHAPTERS 11
 THROUGH 43.
  
 PLEASE PROVIDE THE RATING OF THE EXTERIOR WALL THAT
 PROTECTS THE EXTERIOR PUBLIC WAY.
  
  
  
  
 7) SHEET 1.0 A - DOOR # 5 IS INDICATED WITHIN A 2 HOUR
 WALL. DOORS CONTAINED WITH A FIRE RATED WALL SHALL HAVE
 AUTOMATIC DOOR CLOSERS. THE DOOR SCHEDULE DOES NOT
 INDICATE A DOOR CLOSER FOR DOOR # 5.
  
 8.7.1.3 DOORS IN BARRIERS REQUIRED TO HAVE A FIRE
 RESISTANCE RATING SHALL HAVE A MINIMUM ?-HOUR FIRE
 PROTECTION RATING AND SHALL BE SELF-CLOSING OR
 AUTOMATIC-CLOSING IN ACCORDANCE WITH 7.2.1.8.
  
  
 PLEASE CORRECT OR CLARIFY.
  
  
  
 8) SHEET 1.0 A - THE BOLIER IS AN EXPOSION HAZARD.
  
 8.7.2* EXPLOSION PROTECTION. WHERE HAZARDOUS PROCESSES
 OR STORAGE IS OF SUCH A CHARACTER AS TO INTRODUCE AN
 EXPLOSION POTENTIAL, AN EXPLOSION VENTING SYSTEM OR AN
 EXPLOSION SUPPRESSION SYSTEM SPECIFICALLY DESIGNED FOR
 THE HAZARD INVOLVED SHALL BE PROVIDED.
  
  
 PLEASE PROVIDE OR EXPLAIN/CLARIFY.
  
  
 9) SHEET 1.0 A AND ALL OTHER APPLICABLE SHEETS - A
 FERMENTATION ROOM (INDUSTRIAL) IS INDICATED ALONG WITH
 STORAGE (STORAGE) IN THE SAME ROOM WITH NO SEPARATION
 FROM THE ASSEMBLY. IS THIS A MIXED OCCUPANCY, SEPARATED
 OCCUPANCY OR MULTIPLE OCCUPANCY CLASSIFICATION?
  
 PLEASE EXPLAIN OR CLARIFY. PROVIDE FOR THE APPLICABLE
 OCCUPANCY SEPARATION OF EACH AREA AND/OR PROVIDE FOR
 THE REQUIRERMENTS OF THE MOST RESTRICTIVE OCCUPANCY. A
 MIXED NONSEPARATED OCCUPANY WILL REQUIRE AN 1 HOUR
 SEPARATION OR FIRE SPRINKLER PROTECTION.
  
  
  
  
 10) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 11) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 4 Status P Date 2017-03-29 Cont ID  
Sent By gjohnson Date 2017-03-29 Time 09:29 Rev Time 0.00
Received By gjohnson Date 2017-03-29 Time 09:29 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2017-03-07 Cont ID  
Sent By gjohnson Date 2017-03-07 Time 06:57 Rev Time 0.00
Received By gjohnson Date 2017-03-07 Time 06:57 Sent To  
Notes
2017-03-07 06:58:34 
  
 PREVIOUS COMMENTS 3RD REQUEST
  
 3. AT THE END OF THE BRANCH FOR THE BOILER IT SHOWS 17'
 @ 11/2"(399K) WHAT IS THIS FOR. PER WPB AMEND TO FBC
 107.2.1
  
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2017-02-03 Cont ID  
Sent By gjohnson Date 2017-02-03 Time 16:33 Rev Time 0.00
Received By gjohnson Date 2017-02-03 Time 16:33 Sent To  
Notes
2017-02-03 16:33:26 GAS COMMENTS:
 1. IT APPEARS THAT THE RISER DIAGRAM HAS NOT BEEN
 REVISED IT DOES NOT REFLECT WHAT IS STATED IN YOUR
 RESPONSE LETTER THE PLAN VIEW DOES REFLECT YOUR
 RESPONSE. PLEASE CLARIFY PER WPB AMEND TO FBC 107.2.1
  
 PREVIOUS COMMENTS :
  
 3. AT THE END OF THE BRANCH FOR THE BOILER IT SHOWS 17'
 @ 11/2"(399K) WHAT IS THIS FOR. PER WPB AMEND TO FBC
 107.2.1
  
 6. PROVIDE COMBUSTION AIR CALCULATIONS FOR ALL INDOOR
 GAS FIRED APPLIANCES. FBC-2014 FUEL GAS CODE SEC. 304
  
 7. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,
 NFPA 58, NFPA 50-51, NSF/ANSI 18-51 AND FBC-2014 FUEL
 GAS SEC. 402.2
  
 8. THE ROOF PLAN SHOWS A FLUE FOR THE KETTLE IS IT A
 GAS FIRED APPLIANCE. PER FBC FG TABLE 402.4(2)
  
 DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND
 THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON
 RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-12-19 Cont ID  
Sent By gjohnson Date 2016-12-19 Time 11:43 Rev Time 0.00
Received By gjohnson Date 2016-12-19 Time 11:43 Sent To  
Notes
2016-12-19 12:11:011ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 GAS COMMENTS:
  
 1. SHT. 3.0P UNDER THE PLUMBING NOTES IT SHOWS A
 PARTIAL GAS RISER FOR THE TANKLESS WATER HEATER PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 2. ON THE GAS RISER THE BRANCH TO THE BOILER SHOWS 630K
 ON THE FIRST TO SECTION THEN IT CHANGES TO 399K PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 3. AT THE END OF THE BRANCH FOR THE BOILER IT SHOWS 17'
 @ 11/2"(399K) WHAT IS THIS FOR. PER WPB AMEND TO FBC
 107.2.1
  
 4. BRANCH TO TANLESS HEATER SHALL BE 1" SIZED PER THE
 LONGEST LENGTH METHOD. PER FBC FG TABLE 402.4(2)
  
 5. BRANCH TO BOILER SHALL BE 11/2" SIZED PER THE
 LONGEST LENGTH METHOD. PER FBC FG TABLE 402.4(2)
  
 6. PROVIDE COMBUSTION AIR CALCULATIONS FOR ALL INDOOR
 GAS FIRED APPLIANCES. FBC-2014 FUEL GAS CODE SEC. 304
  
 7. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA
 54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2
  
 8. THE ROOF PLAN SHOWS A FLUE FOR THE KETTLE IS IT A
 GAS FIRED APPLIANCE. PER FBC FG TABLE 402.4(2)
  
 DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND
 THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON
 RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2017-03-31 Cont ID  
Sent By ccole Date 2017-03-31 Time 12:09 Rev Time 0.00
Received By ccole Date 2017-03-16 Time 10:47 Sent To  
Notes
2017-03-31 11:04:283/31 TO CC DESK
  
2017-03-17 10:50:32C39
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-03-07 Cont ID  
Sent By cpuell Date 2017-03-07 Time 16:56 Rev Time 0.00
Received By cpuell Date 2017-02-14 Time 10:37 Sent To  
Notes
2017-02-15 10:37:16C03
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-02-06 Cont ID  
Sent By gjohnson Date 2017-02-06 Time 11:40 Rev Time 0.00
Received By gjohnson Date 2017-01-19 Time 16:12 Sent To  
Notes
2017-01-20 16:12:33C04
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-01-03 Cont ID  
Sent By jwitmer Date 2017-01-03 Time 08:09 Rev Time 0.00
Received By jwitmer Date 2016-12-30 Time 15:38 Sent To  
Notes
2016-12-30 15:38:30IMPACT FEES ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-12-21 Cont ID  
Sent By cpuell Date 2016-12-21 Time 15:54 Rev Time 0.00
Received By cpuell Date 2016-12-02 Time 13:33 Sent To  
Notes
2016-12-05 13:33:44C08
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-01-03 Cont ID  
Sent By jwitmer Date 2017-01-03 Time 08:09 Rev Time 0.00
Received By jwitmer Date 2017-01-03 Time 07:46 Sent To  
Notes
2017-01-03 08:09:11PALM BEACH COUNTY IMPACT FEES
 RECEIPT NUMBER 2017-0103-64
 TRACKING NUMBER MU-2016-031764-0000
 FEES: $172.50
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-12-07 Cont ID  
Sent By jwitmer Date 2016-12-07 Time 09:03 Rev Time 0.00
Received By jwitmer Date 2016-12-07 Time 06:16 Sent To  
Notes
2016-12-07 09:03:41BEFORE 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.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2017-03-31 Cont ID  
Sent By ccole Date 2017-03-31 Time 12:09 Rev Time 0.00
Received By ccole Date 2017-03-31 Time 12:09 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2017-03-27 Cont ID  
Sent By ccole Date 2017-03-27 Time 14:56 Rev Time 0.00
Received By ccole Date 2017-03-27 Time 14:56 Sent To  
Notes
2017-03-27 15:12:414TH REVIEW FBC-2014 MECHANICAL
 PERMIT #16120091
 3/27/17
  
 1) AS PREVIOUSLY NOTED THE PLAN INDEX DOES NOT MATCH
 THE PLANS- SHEETS 3.1M AND 3.2M ARE EITHER MISSING OR
 NOT APPLICABLE TO THE PROJECT. SHEETS 3.1P & 3.2P ARE
 NOT IN THE INDEX.
  
 2) THE SUBMITTED ENERGY COMPLIANCE FORM C402-2014 WHICH
 IS FOR ALTERATIONS AND RENOVATIONS CANNOT BE USED FOR
 THE PROPOSED PROJECT WHICH IS A CHANGE OF OCCUPANCY-
 SEE NOTES AT THE TOP OF THE FORM AND SECTION C101.5.1.1
 FBC-14 ENERGY CONSERVATION.
  
 3) THE AC CALCULATIONS ARE INCORRECTLY LISTING MIAMI AS
 THE LOCATION OF THE PROJECT.
  
 4) THE PLAN DOES NOT APPEAR TO SHOW HOW BALANCED AIR
 FOR SYSTEMS 1A & 1B WILL BE ACCOMPLISHED. THE SYSTEMS
 ARE SUPPLYING 4600 CFMS INTO THE TASTING ROOMS BUT ONLY
 RECEIVING 2700 CFMS IN RETURN THROUGH THE 3- 24X24 "
 GRILLS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-02-21 Cont ID  
Sent By ccole Date 2017-02-21 Time 13:34 Rev Time 0.00
Received By ccole Date 2017-02-21 Time 11:30 Sent To  
Notes
2017-02-21 14:32:033RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16120091
 2/21/17
  
 1) PLEASE PROVIDE AN ACCURATE DRAWING INDEX ON SHEET
 C-1 THAT MATCHES THE RESUBMITTED PLANS.
  
 2) 3RD REQUEST FOR AC COOLING AND HEATING CALCULATIONS
 FOR THE NEW RTU.
  
 3) THE COMPLIANCE DATA FOR THE AC SYSTEMS AS SHOWN IN
 THE SUBMITTED ENERGYGAUGE COMPLIANCE FORM DOES NOT
 MATCH THE DATA SHOWN IN THE SCHEDULES FOR COOLING AND
 HEATING CAPACITIES, EFFICIENCY RATINGS, AND CFM SUPPLY.
 PLEASE NOTE THAT HEAT IS REQUIRED FOR THE TASTING ROOM,
 HOWEVER THE AHU SCHEDULE DOES NOT SHOW ANY PROVIDED-
 SEE SECTION 309.1.
  
 4) THE COMPLIANCE DATA FOR THE GLYCOL CHILLER SHOWN IN
 THE ENERGYGAUGE FORM DOES NOT MATCH THE DATA IN THE
 EQUIPMENT SCHEDULE. PLEASE NOTE THAT THE GLYCOL CHILLER
 IS A PROCESS CHILLER AND DOES NOT PROVIDE COOLING,
 HEATING, OR VENTILATION TO THE BUILDING. SEE SECTION
 1101.2 AND VERIFY THE CHILLER HAS BEEN TESTED IN
 ACCORDANCE WITH UL 207, 412, 471, OR 1995. SUBMIT
 MANUFACTURER'S SPECIFICATIONS TO VERIFY COMPLIANCE.
  
 5) 3RD REQUEST FOR THE BOILER EQUIPMENT SCHEDULE.
  
 6) SHEETS 3.3M & 3.4M: THE LOCATIONS OF THE COMBUSTION
 AIR DUCTS DO NOT MATCH.
  
 7) IF ELIMINATING EF-2 AS STATED IN THE RESPONSE
 NARRATIVE, THEN PLEASE REMOVE IT FROM THE PLANS AND THE
 EQUIPMENT SCHEDULE.
  
 8) 3RD REQUEST FOR MANUFACTURER'S SPECIFICATIONS OR
 CUT-SHEETS FOR THE BREWERY TANKS, KETTLES, AND OTHER
 ASSOCIATED EQUIPMENT.
  
 9) THE WORKING CLEARANCES FOR THE BREWERY EQUIPMENT AS
 SHOWN ON SHEET 1.1A DO NOT APPEAR AQDEQUATE FOR
 MAINTAINING AND SERVICING THE EQUIPMENT. PLEASE SUBMIT
 MANUFACTURER'S SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS AS PREVIOUSLY REQUESTED- SEE ALSO SECTION
 306.1.
  
 10) COMPLY WITH BUILDING COMMENTS FOR INSTALLATION OF
 ALL ROOFTOP MECHANICAL EQUIPMENT.
  
 11) SHEET 3.3M: VERIFY THE LOCATION OF THE KETTLE IS A
 MINIMUM 10' FROM THE AIR INTAKE TO RTU-1
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-01-26 Cont ID  
Sent By ccole Date 2017-01-26 Time 09:51 Rev Time 0.00
Received By ccole Date 2017-01-26 Time 09:51 Sent To  
Notes
2017-01-26 11:01:012ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16120091
 1/26/17
  
 MANY OF THE 1ST REVIEW COMMENTS STILL EXIST OR HAVE NOT
 BEEN ADDRESSED ENTIRELY. PLEASE NOTE THAT A 4X PLAN
 REVIEW FEE MAY APPLY IF THE PLAN IS DISAPPROVED A THIRD
 TIME FOR THE SAME CODE VIOLATIONS- SECTION 553.80
 FLORIDA STATUTES.
  
 1) 2ND REQUEST FOR AC COOLING AND HEATING CALCULATIONS
 (1ST REVIEW COMMENT #2).
  
 2) 2ND REQUEST FOR DOCUMENTATION OF FLORIDA ENERGY
 CONSERVATION CODE COMPLIANCE (COMMENT #3).
  
 3) 2ND REQUEST FOR COMPLIANT O/A CALCULATIONS. PLEASE
 SEE SHEET1.4A AND ADJUST THE BREWERY AREA CALCULATION
 USING THE 14 PERSON OCCUPANT LOAD (COMMENT #4).
  
 3A) THE CORRECTED O/A CALCULATION FOR AHU-1 INDICATES
 THAT AN ERV IS REQUIRED FOR THE SYSTEM- SEE SECTION AND
 TABLE C403.2.6 FBC-14 ENERGY CONSERVATION.
  
 4) 2ND REQUEST TO HOW THE C02 SENSOR AND LABEL THE AHU
 ON SHEET 3.3M (COMMENTS # 5 & 11).
  
 5) 2ND REQUEST FOR THE BOILER EQUIPMENT SCHEDULE TO BE
 PLACED ON THE PLAN- PLEASE NOTE THE SUBMITTED CUT
 SHEETS SHOW MULTIPLE MODELS OF VARYING CAPACITIES
 (COMMENT #7).
  
 6) 2ND REQUEST FOR COMPLIANT COMBUSTION AIR DUCT
 DRAWINGS. PLEASE SEE SECTION 304.11(4) DBC-14 FUEL GAS:
 SEPARATE DUCTS ARE REQUIRED IF USING THE TWO-OPENING
 METHOD IN THE BOILER ROOM (COMMENT #9).
  
 7) 2ND REQUEST FOR A EXHAUST VENTILATION CALCULATION
 FOR EF-2 (COMMENT #13).
  
 8) 2ND REQUEST FOR AN EQUIPMENT SCHEDULE FOR THE NEW
 O/A MOTORIZED DAMPER- SEE C402.4.5.2 (COMMENT #14).
  
 9) 2ND REQUEST FOR MANUFACTURER'S SPECIFICATIONS OR
 "CUT SHEETS" FOR THE BREWERY TANKS AND KETTLES (COMMENT
 #16).
  
 10) 2ND REQUEST TO ENLAREGE THE PRINT UNDER THE TANKS
 ON SHEET 1.5A ( COMMENT #17).
  
 11) 2ND REQUEST TO [PROVIDE WORKING CLEARANCE
 DIMENSIONS AROUND THE TANKS AND KETTLES ( COMMENT #18).
  
 12) 2ND REQUEST TO PROVIDE CODE-COMPLIANT GUARDS AT THE
 ROOF EDGES WHERE REQUIRED. THE REVISED PLAN SHOWS 36"
 HIGH GUARDS HOWEVER 42" GUARDS ARE REQUIRED PER SECTION
 304.11- PLEASE CORRECT (COMMENT #22).
  
 13) 2ND REQUEST FOR THE WIND DESIGN CRITERIA FOR
 ROOFTOP MECHANICAL INSTALLATIONS. PLEASE PLACE THE
 CRITERIA ( COMMENT #23).
  
 14) 2ND REQUEST FOR THE ROOF STAND NOA (COMMENT #23).
 PLEASE NOTE THAT THE ROOF STAND DOCUMENT SUBMITTED IS
 NOT VALID UNLESS IT IS AN APPROVED MIAMI-DADE NOA OR
 FL. PRODUCT APPROVAL. NO COVER SHEET WAS SUBMITTED TO
 VALIDATE THE DOCUMENT, AND THE SHEETS ALL HAVE COPIED
 ENGINEER'S SIGNATURES AND SEALS. THE CORRECT SUBMITTAL
 MUST ALSO BE MARKED UP BY THE EOR AS PREVIOUSLY
 REQUESTED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-12-14 Cont ID  
Sent By ccole Date 2016-12-14 Time 17:00 Rev Time 0.00
Received By ccole Date 2016-12-14 Time 13:55 Sent To  
Notes
2016-12-14 17:01:351ST REVIEW FBC-2014 MECHANICAL, EXISTING BUILDING, &
 ENERGY CONSERVATION CODES
 PERMIT #16120091
 12/14/16
  
 1) PLACE A NOTE ON THE PLANS INDICATING SEPARATE
 PERMITS ARE REQUIRED FOR THE WALK-IN COOLER.
  
 2) COMPLIANCE WITH THE FLORIDA ENERGY CONSERVATION CODE
 IS REQUIRED IN ACCORDANCE WITH SECTION C101.4.4. REFER
 TO SECTION C401.2 FOR COMPLIANCE PATHS.
  
 3) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW RTU-1 PER SECTION C403.2.1.
  
 4) THE O/A CALCULATION IS INCOMPLETE AND DOES NOT
 INCLUDE THE BREWERY AND FERMENTATION AREAS. AT 6600
 TOTAL SQUARE FOOTAGE, IT APPEARS THAT THE 2859 SQUARE
 FOOTAGE FOR THE TASTING ROOM IS UNDERESTIMATED, AND THE
 TOTAL LOAD PER TABLE 403.3 SHALL BE CALCULATED AT 289.
  
 5) THE EXISTING AHU THAT IS PROVIDING 300 CFMS OF O/A
 TO THE TASTING ROOM IS 1549 CFMS SHORT PER THE SCHEDULE
 AND THE CALCULATIONS CURRENTLY SHOWN ON THE PLAN,
 HOWEVER THIS AMOUNT WILL INCREASE BASED ON REVISED
 CALCULATIONS PER COMMENT #4 ABOVE. PLEASE NOTE THAT
 DEMAND CONTROLLED VENTILATION IS REQUIRED FOR THE BAR
 IN COMPLIANCE WITH SECTION C403.2.5.1 FBC-14 ENERGY
 CONSERVATION. SHOW A MEANS OF COMPLIANCE ON THE PLAN.
 IF CO2 SENSORS ARE TO BE USED, PROVIDE THE MAKE AND
 MODEL NUMBER ON THE PLANS AND SUBMIT SPECS.
  
 6) PLEASE RE-LABEL THE CHILLER POSSIBLY USING CH-1
 RATHER THAN RTU-1 WHICH IS BEING USED TO IDENTIFY THE
 NEW ROOFTOP UNIT.
  
 7) PROVIDE EQUIPMENT SCHEDULES ON THE PLAN FOR THE NEW
 BOILER, BLOW DOWN TANK, AND FLUE VENT, AND SUBMIT
 MANUFACTURER'S SPECIFICATIONS WITH SHOP DRAWING
 APPROVAL STAMPS BY THE EOR- SEE SECTION 631.1 FBC-14
 FUEL GAS.
  
 8) PROVIDE A COMBUSTION AIR CALCULATION FOR THE BOILER
 IN COMPLIANCE WITH SECTION 304.6.2 FBC-14 FUEL GAS.
  
 9) SHEETS 1.5A & 3.1M: THE COMBUSTION AIR DUCT RUNS AT
 THE BOILER ROOM DO NOT MATCH- CHOOSE ONE METHOD OR THE
 OTHER. IF USING THE METHOD SHOWN ON SHEET 1.5A,
 RELOCATE THE LOCATION OF THE UPPER COMBUSTION AIR DUCT
 OPENING TO WITHIN 12 INCHES OF THE TOP OF THE ROOM.
  
 10) INDICATE THE TYPE OF COMBUSTION AIR DUCT TO BE
 INSTALLED AND INDICATE HOW THE OPENING AT THE ROOF
 LEVEL WILL BE PROTECTED- SECTION 304.10 FBC-14 FUEL
 GAS.
  
 11) 3.1M: PLEASE LABEL THE AHU ON THE FLOOR PLAN
 DRAWING AND PROVIDE SYMBOLS TO SHOW THE LOCATIONS OF
 THE REQUIRED DUCT SMOKE DETECTORS FOR THE AHU AND THE
 RTU- SECTION 606.2.1.
 A) INDICATE IF THE DETECTORS WILL BE CONNECTED TO A
 FIRE ALARM SYSTEM, OR IF NO FIRE ALARM, SHOW THE
 LOCATIONS OF AUDIBLE AND VISUAL SIGNALING DEVICES.
  
 12) THE F TRANSFER GRILLS ARE UNDERSIZED FOR 4200 CFMS-
 SEE SECTION 601.5(2). SHOW HOW AIR IS BEING RETURNED
 FROM THE GRILLS TO THE AHU- NO RETURN DUCTS OR GRILLS
 ARE SHOWN.
  
 13) CLARIFY THE PURPOSE OF EF-2 AND PROVIDE AN EXHAUST
 VENTILATION CALCULATION AND CONTROL OPERATION.
  
 14) REFER TO SECTION C402.4.5.2 AND PROVIDE AN
 EQUIPMENT SCHEDULE FOR THE MOTORIZED DAMPER AT THE O/A
 INTAKE FOR THE AHU. A) AN AUTOMATIC SHUTOFF DAMPER IS
 REQUIRED FOR THE O/A SUPPLY FROM THE RTU.
  
 15) PROVIDE SPECIFICATIONS FOR THE GLYCOL AND STEAM
 PIPING AND THE PIPE INSULATIONS.
  
 16) REFER TO SECTION 1003.1 AND PROVIDE MANUFACTURER'S
 SPECIFICATIONS FOR THE STEAM KETTLE, THE LIQUOR TANK,
 AND ALL OTHER BREWERY TANKS AND EQUIPMENT.
  
 17) 1.5A) ENLARGE THE PRINT SHOWN UNDER THE BREWERY
 TANKS AND EQUIPMENT- IT IS NOT LEGIBLE.
  
 18) 3.1M: LABEL THE BREWERY TANKS AND EQUIPMENT AND
 PROVIDE WORKING CLEARANCE MEASUREMENTS ON THE PLAN.
  
 19) REFER TO SECTION 401.4 AND VERIFY CLEARANCE
 DISTANCES FOR THE O/A INTAKE ARE IN COMPLIANCE.
  
 20) REFER TO SECTION 401.5 AND INDICATE HOW THE O/A
 INTAKE OPENING WILL BE PROTECTED. SUBMIT A FLL. PRODUCT
 APPROVAL OR MIAMI-DADE NOA FOR A LOUVER IF TO BE USED.
  
 21) PROVIDE DUCT HANGING AND CONNECTION DETAILS PER
 SMACNA STANDARDS AND TABLE C403.2.7.2 FBC-14 ENERGY
 CONSERVATION.
  
 22) SHEET 3.4M: REFER TO SECTION 304.11 AND PROVIDE
 GUARDS AT THE ROOF EDGES IN PROXIMITY OF THE ACCU AND
 CHILLER.
  
 23) 3.4M: ROOFTOP MECHANICAL INSTALLATION DETAILS ARE
 PROVIDED FOR BOTH BAR JOIST AND CONCRETE DECK- PLEASE
 CLARIFY THIS CONFLICT, AND PROVIDE COMPLETE WIND DESIGN
 CRITERIA PER SECTION 1609 FBC-14 BUILDING. SUBMIT A
 FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA FOR THE ROOF
 STAND WITH APPLICABLE INSTALLATION DETAILS, ANCHORS,
 DESIGN PRESSURES ETC. CIRCLED HIGHLIGHTED, OR OTHERWISE
 MARKED BY THE ENGINEER OF RECORD.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2017-03-29 Cont ID  
Sent By gjohnson Date 2017-03-29 Time 09:28 Rev Time 0.00
Received By gjohnson Date 2017-03-28 Time 17:52 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2017-03-07 Cont ID  
Sent By gjohnson Date 2017-03-07 Time 08:29 Rev Time 0.00
Received By gjohnson Date 2017-03-07 Time 08:29 Sent To  
Notes
2017-03-07 08:34:423RD REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
  
 1. PROVIDE MANUFACTURE SPECIFICATIONS FOR BREWING
 EQUIPMENT TO SHOW COMPLIANCE WITH NSF/ANSI 18-2006 OR
 PROVIDE NOTE ON PLAN SHALL BE MARKED ON EQUIPMENT FOR
 FINAL INSPECTION. PER WPB AMEND TO FBC 107.2.1
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-02-06 Cont ID  
Sent By gjohnson Date 2017-02-06 Time 11:14 Rev Time 0.00
Received By gjohnson Date 2017-02-03 Time 16:33 Sent To  
Notes
2017-02-06 11:39:512ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. SHT. 3.1P THE 1" GLYCOL DROPS TO THE TANKS ARE
 MARKED AS CHW, CHR THE MAINS AND LEGEND IS SHOWN AS
 CWS, CWR PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 2. SHT. 3.2P THE WATER CLOSETS IN-THE WOMENS BATHROOM
 ARE NOT SHOWN ON THE WATER RISER . PER WPB AMEND TO FBC
 107.2.1
  
 3. SHT 3,2P THE HWC IN MANS BATHROOM IS SHOWN AS A UR
 ON WATER RISER PLEASE CLARIFY. PER WPB AMEND TO FBC
 107.2.1
  
 4. PLEASE INCLUDE ON THE PLAN BACK FLOW REQUIRED ON
 WATER FILTER. PER FBC PL 608.3
  
 5. PLEASE PROVIDE A NOTE ON THE PLANS THAT TEMPERED
 WATER SHALL BE DELIVERED FROM LAVATORIES AND GROUP WASH
 FIXTURES LOCATED IN PUBLIC TOILET FACILITIES PROVIDED
 FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED WATER
 SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3. PER FBC PL 416.5
  
  
 DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND
 THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON
 RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-12-19 Cont ID  
Sent By gjohnson Date 2016-12-19 Time 12:12 Rev Time 0.00
Received By gjohnson Date 2016-12-15 Time 09:38 Sent To  
Notes
2016-12-19 15:58:141ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. THERE IS 2 DIFFERENT SHT. 3.0P ONE WITH SANITARY ONE
 WITH WATER PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 2. SHT. 3.0P NOTE IN JANITORS CLOSET SHOWS 50 GAL
 ELECTRIC WATER HEATER THE OTHER 3.0P SHOWS A TANKLESS
 WATER HEATER PLEASE CLARIFY. PER WPB AMEND TO FBC
 107.2.1
  
 3. SHT. 3.0P ON THE PIPING LEGEND UNDER AIR PVC IS NOT
 APPROVED TO USE FOR COMPRESSED AIR PER MANUFACTURE
 SPECIFICATIONS PLEASE CLARIFY. PER WPB AMEND TO FBC
 107.2.1
  
 4. WHAT TYPE OF PIPING IS BEING USED ON THE CO2 PIPING
 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 5. ON THE PIPING LEGEND IT SHOWS CWS AS CHILLED GLYCOL
 SUPPLY AND CWR AS CHILLED GLYCOL RETURN ON THE PIPING
 IT SHOWS CHW, CHR, CHS THESE ARE NOT SHOWN ON THE
 PIPING LEGEND PLEASE CLARIFY. PER WPB AMEND TO FBC
 107.2.1
  
 6. SHT. 3.2P THE NOTE ON THE WATER RISER SAYS THAT
 SYSTEM WATER PIPING BY BREWERY INSTALLER ANY CONTACTOR
 WORKING ON THE POTABLE WATER SYSTEM SHALL BE A LIC
 PLUMBING CONTACTOR. PER FS 489
  
 7. 3.2 P DRAIN FOR 3 COMP SINK AND HAND SINK NEXT TO
 KEG WASH ARE NOT SHOWN ON RISER DIAGRAM PLEASE CLARIFY.
 PER WPB AMEND TO FBC 107.2.1
  
 8. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
 AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
 FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
 VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3. PER FBC PL 416.5
Review Stop Z ZONING
Rev No 5 Status P Date 2017-03-28 Cont ID  
Sent By   Date 2017-03-28 Time   Rev Time 0.00
Received By kmartin Date 2017-03-28 Time 10:06 Sent To  
Notes
2017-03-28 10:09:38PROVISO: THE DUMPSTER ENCLOSURE SHALL MEET THE
 REQUIREMENTS OF SECTION 94-444. FOR MORE INFORMATION,
 PLEASE CONTACT KEVIN MARTIN, URBAN DESIGN PLANNER AT
 [email protected].
Review Stop Z ZONING
Rev No 4 Status F Date 2017-03-23 Cont ID  
Sent By   Date 2017-03-23 Time   Rev Time 0.00
Received By kmartin Date 2017-03-21 Time 16:37 Sent To  
Notes
2017-03-23 14:13:571. NEED TO PROVIDE EXTIRIOR ELEVATIONS, WITH MATERIALS
 IDENTIFIED, SPECIFICALLY GLASS. SHALL MEET TRANSPARENCY
 REQUIREMENTS.
  
 2. DUMPSTER ENCLOSURE SHALL MEET THE MINIMUM
 REQUIREMENTS SET FORTH IN SECTION 94-444, SHOW ON PLANS
 AND IDENTIFY ENCLOSURE AND LANDSCAPE DETAILS.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN J MARTIN AT
 561-822-1426 OR [email protected]
  
Review Stop Z ZONING
Rev No 3 Status F Date 2017-03-07 Cont ID  
Sent By   Date 2017-03-07 Time   Rev Time 0.00
Received By kmartin Date 2017-03-28 Time 10:00 Sent To I
Notes
2017-03-07 16:17:531. NEED TO PROVIDE EXTIRIOR ELEVATIONS.
 2. DUMPSTER ENCLOSURE SHALL MEET THE MINIMUM
 REQUIREMENTS SET FORTH IN SECTION 94-444.
 3. MINIMUM ACTIVE USE, LINEAR DEPTH SHALL BE 25 FEET
 FOR AT LEAST 30% OF THE BUILDING FRONTAGE AS REQUIRED
 BY SECTION 94-118, PROVIDE DETAILS.
  
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN J MARTIN AT
 561-822-1426 OR [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2017-02-02 Cont ID  
Sent By   Date 2017-02-02 Time   Rev Time 0.00
Received By kmartin Date 2017-02-02 Time 14:09 Sent To  
Notes
2017-02-02 14:09:51PREVIOUS COMMENTS HAVE NOT BEEN ADDRESSED.
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN J MARTIN AT
 561-822-1426 OR [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-12-21 Cont ID  
Sent By aaponte Date 2016-12-21 Time   Rev Time 0.00
Received By kmartin Date 2016-12-21 Time 14:04 Sent To I
Notes
2016-12-21 14:10:571. DUMPSTER ENCLOSURE SHALL MEET THE MINIMUM
 REQUIREMENTS SET FORTH IN SECTION 94-444.
 2. MINIMUM ACTIVE USE, LINEAR DEPTH SHALL BE 25 FEET
 FOR AT LEAST 30% OF THE BUILDING FRONTAGE AS REQUIRED
 BY SECTION 94-118, PROVIDE DETAILS.
  
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN J MARTIN AT
 561-822-1426 OR [email protected]
  
2016-12-20 11:10:0712/20/16


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