Plan Review Details - Permit 16070258
Plan Review Stops For Permit 16070258
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-10-24 Cont ID  
Sent By jwitmer Date 2016-10-24 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2016-10-24 Time 06:28 Sent To  
Notes
2016-10-24 06:49:04BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070258
 ADD: 1817 S DIXIE HWY
 CONT: TBD
 TEL: 215-380-8580
 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: MON. 24/ 2016
 ACTION: BUILDING PROVISO
  
 1)BUILDING PROVISO: SHOP DRAWINGS TO BE A DEFERRED
 SUBMITTAL. STRUCTURAL SHEETS NOR THE MECHANICAL SHEETS
 SHOW ROOF FRAMING DETAILS FOR THE NEW ROOF TOP
 PENETRATIONS WILL BE FRAMED FOR THE HOOD INTAKE AND
 EXHAUST FANS, FRAMING DETAILS FOR THE ROOF TOP UNITS
 NOR DETAILS FOR ROOF TOP CURBS TO THE MWFRS (MAIN WIND
 FORCE RESISTING SYSTEM). DETAILS ARE LACKING ALSO HOW
 THE ROOFTOP FANS WILL BE ANCHORED TO THE CURBS NOR THE
 RTU UNITS TO THE ROOF TOP CURBS.
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 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
  
 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 2016-09-13 Cont ID  
Sent By jwitmer Date 2016-09-13 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2016-09-13 Time 06:01 Sent To  
Notes
2016-09-13 07:19:26BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070258
 ADD: 1817 S DIXIE HWY
 CONT: TBD
 TEL: 215-380-8580
 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: TUES. SEPT. 13/ 2016
 ACTION: DENIED
  
 1) LIFE SAFETY PLAN:
  
 1A) COMPLIED. MAIN FRONT ENTRY DOOR / TO SWING OUT > 50
 OR MORE PERSONS. 2014 FBC-B 1008.1.2..
  
 1B) COMPLIED. 2014 FBC-B 3202.2 .
  
 1C)SEMI-COMPLIED. IF THE SLOPE MEETS THE DEFINITION OF
 RAMP A TOP LANDING IS REQUIRED. FBC-B 1010.7.
  
 1ST ROUND COMMENT. THE DEMO PLAN INDICATES THERE BEING
 A 6 INCH CHANGE IN GRADE FROM THE INTERIOR FINISH FLOOR
 THE FRONT ENTRY AND THE CITY SIDEWALK.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3.
 2014 FBC-B 1010.1 SCOPE. THE PROVISIONS OF THIS SECTION
 SHALL APPLY TO RAMPS USED AS A COMPONENT OF A MEANS OF
 EGRESS.
 2014 FBC-ACCESS. CODE 405.1. RAMPS ON ACCESSIBLE ROUTES
 SHALL COMPLY WITH 405.
  
 1D)SEMI-COMPLIED. THE NEW COURTYARD LAYOUT INDICATES
 THE 2ND EXIT IN AN UTILITY/ SERVICE AREA. PLEASE REVIEW
 FBC-B 1014.2 EGRESS THROUGH INTERVENING SPACES. . (1)
 EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS,
 CLOSETS OR SPACES USED FOR SIMILAR PURPOSES.
  
 WITH THE NEW EGRESS OPENING IN THE S. E. CORNER OF THE
 COURTYARD THE EXISTING GATED OPENING IN THE SOUTHWEST
 CORNER WOULD MEET THE ? DIAGONAL DISTANCE, THE GATES
 WOULD HAVE HAD TO BE OUTSWING.
  
 1ST ROUND OF COMMENTS. THE REAR COURTYARD AREA IS
 APPROXIMATELY 1116 SQ. FT./ 15 = 76 OCCUPANTS, THE
 FBC-B SECTION 1015.1 AND TABLE 1015.1 WHEN THERE IS AN
 OCCUPANT LOAD OF 50 OR MORE REQUIRES 2 MEANS OF EGRESS.
 PLEASE ALSO NOTE SINCE THERE ARE NO FIRE SPRINKLERS THE
 2 EXITS WILL NEED TO BE ? THE DIAGONAL DISTANCE APART.
 2014 FBC-B 1015.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS.
 WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED
 FROM ANY PORTION OF THE EXIT ACCESS, THE EXIT DOORS OR
 EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART
 EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE
 MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR
 AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN
 EXIT DOORS.
  
 1E) SEMI- COMPLIED, SEE COMMENT ABOVE. THE 2 EXIT
 DOORWAYS/ GATES WITHIN THE COURTYARD WILL NEED TO
 COMPLY WITH: FBC-B 1015.2.1 TWO EXITS OR EXIT ACCESS
 DOORWAYS. WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE
 REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THE EXIT
 DOORS OR EXIT ACCESS DOORWAYS SHALL BE PLACED A
 DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE
 LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE
 BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT
 LINE BETWEEN EXIT DOORS OR EXIT ACCESS DOORWAYS.
  
 1F) COMPLIED. . EXIT SIGNAGE SHALL COMPLY WITH FBC-B
 1011.4 & 1011.6.1.
  
 2) COMPLIED.
  
 3)BUILDING PROVISO: SHOP DRAWINGS TO BE A DEFERRED
 SUBMITTAL. STRUCTURAL SHEETS NOR THE MECHANICAL SHEETS
 SHOW ROOF FRAMING DETAILS FOR THE NEW ROOF TOP
 PENETRATIONS WILL BE FRAMED FOR THE HOOD INTAKE AND
 EXHAUST FANS, FRAMING DETAILS FOR THE ROOF TOP UNITS
 NOR DETAILS FOR ROOF TOP CURBS TO THE MWFRS (MAIN WIND
 FORCE RESISTING SYSTEM). DETAILS ARE LACKING ALSO HOW
 THE ROOFTOP FANS WILL BE ANCHORED TO THE CURBS NOR THE
 RTU UNITS TO THE ROOF TOP CURBS.
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 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
  
 4-5) COMPLIED.
  
 6) SEMI-COMPLIED. SOPERMA ROOFING PROVIDE PRODUCT
 APPROVAL FOR THIS PRODUCT. 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES
  
 7) COMPLIED. THE PRODUCT APPROVAL NANA WALL NOA
 15-0226.05.
  
 8) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 9) 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-07-18 Cont ID  
Sent By jwitmer Date 2016-07-18 Time 17:29 Rev Time 0.00
Received By jwitmer Date 2016-07-18 Time 11:57 Sent To  
Notes
2016-07-18 17:13:16BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070258
 ADD: 1817 S DIXIE HWY
 CONT: TBD
 TEL: 215-380-8580
 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: MON. JULY 18/ 2016
 ACTION: DENIED
  
 1) LIFE SAFETY PLAN:
  
 1A) THE LIFE SAFETY PLAN INDICATES ON THE INTERIOR OF
 THE RESTAURANT AN OCCUPANCY GREATER THAN 50 OCCUPANTS,
 PLEASE NOTE THE MAIN FRONT ENTRY DOOR WILL BE REQUIRED
 TO SWING OUT. SEE THE 2014 FBC-B 1008.1.2. DOORS SHALL
 SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A
 ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE
 PERSONS.
  
 1B) THE OTHER ISSUE WILL BE WITH THE FRONT ENTRY DOOR
 REQUIRED TO SWING OUT, THE DOOR WILL NEED TO BE MOVED
 SINCE THE DOOR CANNOT SWING OUT OVER THE PROPERTY LINE.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 1C) THE DEMO PLAN INDICATES THERE BEING A 6 INCH CHANGE
 IN GRADE FROM THE INTERIOR FINISH FLOOR THE FRONT ENTRY
 AND THE CITY SIDEWALK.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3.
 2014 FBC-B 1010.1 SCOPE. THE PROVISIONS OF THIS SECTION
 SHALL APPLY TO RAMPS USED AS A COMPONENT OF A MEANS OF
 EGRESS.
 2014 FBC-ACCESS. CODE 405.1. RAMPS ON ACCESSIBLE ROUTES
 SHALL COMPLY WITH 405.
  
 1D) THE REAR COURTYARD AREA IS APPROXIMATELY 1116 SQ.
 FT./ 15 = 76 OCCUPANTS, THE FBC-B SECTION 1015.1 AND
 TABLE 1015.1 WHEN THERE IS AN OCCUPANT LOAD OF 50 OR
 MORE REQUIRES 2 MEANS OF EGRESS. PLEASE ALSO NOTE SINCE
 THERE ARE NO FIRE SPRINKLERS THE 2 EXITS WILL NEED TO
 BE ? THE DIAGONAL DISTANCE APART.
 2014 FBC-B 1015.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS.
 WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED
 FROM ANY PORTION OF THE EXIT ACCESS, THE EXIT DOORS OR
 EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART
 EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE
 MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR
 AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN
 EXIT DOORS.
  
 1E) THE 2 EXIT DOORWAYS/ GATES WITHIN THE COURTYARD
 WILL NEED TO COMPLY WITH: FBC-B 1015.2.1 TWO EXITS OR
 EXIT ACCESS DOORWAYS. WHERE TWO EXITS OR EXIT ACCESS
 DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT
 ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE
 PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF
 OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION
 OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A
 STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS
 DOORWAYS.
  
 1F) PLEASE PROVIDE EXIT SIGNAGE FOR THE COURTYARD AREA
 FOR EACH GATE OR DOORWAY. EXIT SIGNAGE SHALL COMPLY
 WITH FBC-B 1011.4 & 1011.6.1.
  
 2) SHEET LS-100 THE DINING ROOM WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-ACCESS. CODE:
 2A) 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. IN ADDITION, WHERE WORK
 SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES,
 AT LEAST 5 PERCENT SHALL COMPLY WITH 902. PLEASE SHOW
 COMPLIANCE.
  
 2B) DINING SURFACES. 902.3 HEIGHT. THE TOPS OF DINING
 SURFACES SHALL BE 28 INCHES) MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 2C) 226.2 DISPERSION. DINING SURFACES REQUIRED TO
 COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE
 OR FACILITY CONTAINING DINING SURFACES.
  
 3) STRUCTURAL SHEETS NOR THE MECHANICAL SHEETS SHOW
 ROOF FRAMING DETAILS FOR THE NEW ROOF TOP PENETRATIONS
 WILL BE FRAMED FOR THE HOOD INTAKE AND EXHAUST FANS,
 FRAMING DETAILS FOR THE ROOF TOP UNITS NOR DETAILS FOR
 ROOF TOP CURBS TO THE MWFRS (MAIN WIND FORCE RESISTING
 SYSTEM). DETAILS ARE LACKING ALSO HOW THE ROOFTOP FANS
 WILL BE ANCHORED TO THE CURBS NOR THE RTU UNITS TO THE
 ROOF TOP CURBS.
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 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
  
 4) SHEET A-100 FLOOR PLAN VERSES SHEET A-200 THE EAST
 ELEVATION. ON SHEET A-100 THE FRONT ENTRY DOOR IS IN
 ONE LOCATION AND ANOTHER LOCATION ON THE FRONT
 ELEVATION OF THE BUILDING. ON THE ELEVATION IT APPEARS
 TO BE FLIPPED AS IF REVERSED FROM THE INTERIOR OF THE
 BUILDING? DISCREPANCY IN PLANS. 107.2.1.3. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5) SHEET A-101 DETAIL # 2 SHOWS WHAT APPEARS AS A DROP
 CEILING FROM RAFTER JOIST. SHEET A-102 DETAIL 2
 INDICATES THE ROOF SYSTEM TO BE A WOOD TRUSS SYSTEM.
 AGAIN A DISCREPANCY IN PLANS , PLEASE IDENTIFY WHAT
 TYPE OF ROOF FRAMING IS HOLDING UP THE ROOF. THE SECOND
 ISSUE WITH THE DETAIL 2 ON SHEET A101 IS THERE IS NO
 INFORMATION WHERE THE CEILING IS FOR THIS ROOM. OTHER
 SHEETS INDICATE THE USE OF ICYNENE INSULATION, IN THIS
 DETAIL THE LOCATION OF THE ICYNENE IS NOT GIVEN. THIS
 DETAIL DOESN?T STATE HOW THIS DROPPED CEILING WILL BE
 ANCHORED TO THE MAIN ROOF FRAMING MEMBERS NOR HOW THE
 DROPPED CEILING IS TO BE CONSTRUCTED, WHAT MATERIALS
 AND AT WHAT CENTERS, WILL THERE BE A TOP AND BOTTOM
 SHEATHING OR DECKING ENCAPSULATION THE DROPPED CEILING
 FRAMING MEMBERS?
 DEPENDING ON WHICH SUBSYSTEM IS BEING USED AND THE
 LOCATION OF THE ICYNENE PLEASE CIRCLE THE CORRECT
 APPLICATION IN THE ICC-ES-REPORT.
  
 FBC-B 2603.4 THERMAL BARRIER. EXCEPT AS PROVIDED FOR IN
 SECTIONS 2603.4.1 AND 2603.10, FOAM PLASTIC SHALL BE
 SEPARATED FROM THE INTERIOR OF A BUILDING BY AN
 APPROVED THERMAL BARRIER OF 1/2- INCH (12.7 MM) GYPSUM
 WALLBOARD OR A MATERIAL THAT IS TESTED IN ACCORDANCE
 WITH AND MEETS THE ACCEPTANCE CRITERIA OF BOTH THE
 TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY
 FIRE TEST OF NFPA 275. COMBUSTIBLE CONCEALED SPACES
 SHALL COMPLY WITH SECTION 718.
  
 FBC-B 2603.5.7 IGNITION. EXTERIOR WALLS SHALL NOT
 EXHIBIT SUSTAINED FLAMING WHERE TESTED IN ACCORDANCE
 WITH NFPA 268. WHERE A MATERIAL IS INTENDED TO BE
 INSTALLED IN MORE THAN ONE THICKNESS, TESTS OF THE
 MINIMUM AND MAXIMUM THICKNESS INTENDED FOR USE SHALL BE
 PERFORMED.
  
 6) SHEET A-102 DETAIL # 2 SHOWS THE EXISTING BUILDING
 WITH WHAT APPEARS TO BE WOOD TRUSSES WITH A WOOD DECK.
 THE NOTE ABOVE THIS DETAIL INDICATES NEW ROOF WITH
 SUPERMA WATERPROOFING MEMBRANE OVER CONCRETE DECK. ON
 THE SAME SHEET DETAIL # 5 INDICATES TO USE THIS SAME
 ROOFING PRODUCT OVER A 8 INCH CONCRETE DECK. PLEASE
 ALSO REVIEW SHEET S2.0 ON ALL OF THE DETAILS SHOWN THE
 USE OF 16 INCH DEEP WOOD TRUSSES AT 16 INCHES ON
 CENTER. THERE IS NO MENTION OF WHAT TYPE OF MATERIAL
 WILL BE USED FOR DECKING ON THE NEW WOOD TRUSSES?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) THE PRODUCT APPROVAL NANA WALL NOA 15-0226.05 WAS
 SUBMITTED PLEASE PROVIDE A DETAIL FOR THE BOTTOM RAIL
 SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE L 303. WHERE
 CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND
 SURFACES, THEY SHALL COMPLY WITH 303. 303.2 VERTICAL.
 CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM
 SHALL BE PERMITTED TO BE VERTICAL. 303.3 BEVELED.
 CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM
 AND 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED WITH
 A SLOPE NOT STEEPER THAN 1:2.
  
 8) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 9) 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 3 Status P Date 2016-10-31 Cont ID  
Sent By vperez Date 2016-10-31 Time 16:39 Rev Time 0.00
Received By vperez Date 2016-10-31 Time 16:39 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-10-04 Cont ID  
Sent By albarran Date 2016-10-04 Time 14:41 Rev Time 0.00
Received By albarran Date 2016-10-04 Time 12:41 Sent To I
Notes
2016-10-04 14:53:552ND ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 1. NEC 600.5 REQUIRED BRANCH CIRCUIT. 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. THIS OUTLET IS
 MISSING AT THE REAR DOOR AND AT THE FRONT ENTRY AS
 WELL.
  
 A) SPOKE WITH GREGORY BONNER, HE WILL MAKE THESE
 CORRECTIONS. (SEE MY EMAIL TO HIM DATED 10/4/16)
  
 2. FBC?EC405.2.2.3 DAYLIGHT ZONE CONTROL MEANS THAT
 DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN
 THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF
 GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE
 WITH EITHER SECTION C405.2.2.3.1 OR SECTION
 C405.2.2.3.2.
  
 A) SATISFIED
  
 3. NEC 110.26 HAS SPECIFIC SAFE WORKING CLEARANCE
 REQUIREMENTS ABOUT ELECTRICAL EQUIPMENT.
  
 A) SATISFIED
  
 4. NEC 110.26(B) REQUIRES THAT THE DEDICATED SPACE
 ABOUT ELECTRICAL EQUIPMENT BE SUITABLY GUARDED.
 THEREFORE, BECAUSE THE ELECTRICAL PANELS WILL BE IN THE
 STORAGE AREA, MARK ON THE FLOOR THE REQUIRED CLEAR
 SPACE ABOUT THE ELECTRICAL PANELS.
  
 A) SATISFIED.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE?SUBMITTAL, PLEASE 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 E ELECTRICAL
Rev No 1 Status F Date 2016-07-12 Cont ID  
Sent By albarran Date 2016-07-12 Time 09:07 Rev Time 0.00
Received By albarran Date 2016-07-11 Time 18:18 Sent To  
Notes
2016-07-12 09:07:327/12/16 I SPOKE WITH THE ENGINEER TO DISCUSS THE ITEMS
 MENTIONED BELOW. HE UNDERSTANDS AND CONCURS WITH THE
 COMMENTS. WITH REGARDS TO THE SIGN OUTLET, THE REAR
 DOORS ARE NOT ENTRY BUT LEAD IN TO A CLOSED PATIO AREA.
 HE WILL INDICATE THAT ON THE DRAWINGS. IF THAT IS THE
 CASE THE SIGN REQUIREMENT WILL NOT APPLY AS THEY ARE
 NOT ENTRY DOORS.
  
 1ST ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 1. NEC 600.5 REQUIRED BRANCH CIRCUIT. 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. THIS OUTLET IS
 MISSING AT THE REAR DOORS.
 2. FBC-EC405.2.2.3 DAYLIGHT ZONE CONTROL MEANS THAT
 DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN
 THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF
 GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE
 WITH EITHER SECTION C405.2.2.3.1 OR SECTION
 C405.2.2.3.2.
 3. NEC 110.26 HAS SPECIFIC SAFE WORKING CLEARANCE
 REQUIREMENTS ABOUT ELECTRICAL EQUIPMENT.
 4. NEC 110.26(B) REQUIRES THAT THE DEDICATED SPACE
 ABOUT ELECTRICAL EQUIPMENT BE SUITABLY GUARDED.
 THEREFORE, BECAUSE THE ELECTRICAL PANELS WILL BE IN THE
 STORAGE AREA, MARK ON THE FLOOR THE REQUIRED CLEAR
 SPACE ABOUT THE ELECTRICAL PANELS.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE 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 3 Status P Date 2016-10-28 Cont ID  
Sent By pleduc Date 2016-10-28 Time   Rev Time 0.00
Received By pleduc Date 2016-10-27 Time 12:47 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-09-16 Cont ID  
Sent By wjolin Date 2016-09-16 Time 13:26 Rev Time 0.00
Received By wjolin Date 2016-09-16 Time 12:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-07-14 Cont ID  
Sent By wjolin Date 2016-07-14 Time 15:57 Rev Time 0.00
Received By wjolin Date 2016-07-14 Time 14:30 Sent To  
Notes
2016-07-14 15:19:301817 SOUTH DIXIE HIGHWAY
 PERMIT #16070258
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 NO PORTABLE FIRE EXTINGUISHERS PROVIDED IN INTERIOR OR
 EXTERIOR SEATING AREAS.
  
 THE PLANS INDICATE AN OCCUPANT LOAD OF 104 PERSONS IN
 THE SEATING AREAS USING AN OCCUPANT LOAD FACTOR OF 15
 SQ.FT. PER PERSON; HOWEVER, THE ACTUAL SEATING AREAS
 APPEAR TO BE CLOSER TO 2,300 SQUARE FEET WITH AN
 OCCUPANT LOAD CLOSER TO 150 OCCUPANTS.
  
 THE MAIN ENTRANCE DOOR AND THE EXTERIOR GATES SWING
 AGAINST EGRESS. FOR ASSEMBLY OCCUPANCIES WITH AN
 OCCUPANT LOAD OF 100 OR MORE PERSONS (50 PERSONS PER
 THE FLORIDA BUILDING CODE), PANIC HARDWARE SHALL BE
 PROVIDED ON DOORS/GATES TO RELEASE THE LOCK/LATCH. NO
 OTHER LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT BE
 RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR
 PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE
 AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A
 READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS
 SHALL BE AT LEAST 1-INCH IN HEIGHT. KEYED LOCK TO BE
 EQUIPPED WITH AN ?OPEN/LOCKED? INDICATOR WINDOW (SUCH
 AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN STYLE LOCK
 IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED LOCK.
  
 THE OCCUPANT LOAD EXCEEDS 50 PERSONS FOR THE EXTERIOR
 SEATING AREA AND REQUIRES A SECONDARY EXIT WITH A DOOR
 SWINGING IN THE DIRECTION OF EGRESS.
  
 PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT DOORS WITH
 EXIT SIGNS.
  
 EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED SEATS
 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 SHEET E-2: NO ILLUMINATED EXIT SIGNS OR EMERGENCY
 LIGHTING PROVIDED FOR EXTERIOR SEATING AREA.
  
 SHEET E-2: EXIT SIGN IN SEATING AREA #101 CANNOT BE
 SEEN BY OTHER OCCUPANTS SEATING IN OTHER AREAS OF THE
 RESTAURANT DUE TO THE WALL OBSTRUCTING THE VIEW.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2016-09-30 Cont ID  
Sent By gjohnson Date 2016-09-30 Time 10:06 Rev Time 0.00
Received By gjohnson Date 2016-09-30 Time 08:58 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-07-30 Cont ID  
Sent By tklarge Date 2016-07-30 Time 10:32 Rev Time 0.00
Received By tklarge Date 2016-07-30 Time 10:21 Sent To  
Notes
2016-07-30 10:32:151) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE GAS
 EQUIPMENT PER 2014 FGC SEC.304.1.
 2) SUBMIT MANUFACTURER'S SPECIFICATIONS SHEETS FOR ALL
 GAS EQUIPMENT/APPLIANCES. EQUIPMENT / APPLIANCES SHALL
 BE LISTED AND LABELED PER 2014 FGC SEC.301.3.
 3) SHT. P-1 - THERE IS A NOTE ON THE GAS RISER THAT
 REFERS TO THE 2007 FUEL GAS CODE. THE CODE IN EFFECT IS
 2014.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-11-08 Cont ID  
Sent By ccole Date 2016-11-08 Time 12:01 Rev Time 0.00
Received By ccole Date 2016-11-03 Time 10:27 Sent To  
Notes
2016-11-04 10:28:12RESUB ROUTED TO GJOHNSON
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-10-31 Cont ID  
Sent By vperez Date 2016-10-31 Time 16:40 Rev Time 0.00
Received By vperez Date 2016-10-31 Time 16:40 Sent To  
Notes
2016-10-31 16:44:48TO CAROLINE
2016-10-19 10:25:25B30
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-04 Cont ID  
Sent By albarran Date 2016-10-04 Time 16:16 Rev Time 0.00
Received By albarran Date 2016-09-08 Time 13:22 Sent To  
Notes
2016-10-04 16:18:1110/4/16 FAILED MULTIPLE TRADE REVIEWS. DESIGN
 PROFESSIONAL CONTACTED IN LIEU OF OWNER OR CONTRACTOR
 (NO INFORMATION FOUND) VIA EMAIL. FILE SENT TO LARGE
 DENIED TBD. MA
2016-09-09 13:22:55B30
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-07-30 Cont ID  
Sent By tklarge Date 2016-07-30 Time 10:32 Rev Time 0.00
Received By tklarge Date 2016-07-08 Time 13:54 Sent To  
Notes
2016-07-08 13:54:22B30
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2016-10-24 Cont ID  
Sent By jwitmer Date 2016-10-24 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2016-10-24 Time 06:29 Sent To  
Notes
2016-10-24 06:29:55BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-09-13 Cont ID  
Sent By   Date 2016-09-13 Time 07:15 Rev Time 0.00
Received By   Date 2016-09-13 Time 07:15 Sent To  
Notes
2016-09-13 07:20:37IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-07-18 Cont ID  
Sent By   Date 2016-07-18 Time 17:29 Rev Time 0.00
Received By jwitmer Date 2016-07-18 Time 11:57 Sent To  
Notes
2016-07-18 17:09:02IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-11-08 Cont ID  
Sent By ccole Date 2016-11-08 Time 12:00 Rev Time 0.00
Received By ccole Date 2016-11-08 Time 12:00 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-10-24 Cont ID  
Sent By ccole Date 2016-10-24 Time 17:02 Rev Time 0.00
Received By ccole Date 2016-10-24 Time 17:02 Sent To  
Notes
2016-10-24 17:06:543RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16070258
 10/24/16
  
 1) M-1: MANUAL DAMPERS FOR O/A ARE NOT IN COMPLIANCE
 WITH SECTION C403.2.4.4 FBC-14 ENEREGY CONSERVATION AS
 PREVIOUSLY NOTED IN THE 2ND REVIEW. PLEASE PROVIDE
 EITHER A GRAVITY OR MOTORIZED DAMPER.
  
 2) THE REQUESTED AC STAND NOA HAS NOT BEEN SUBMITTED:
 PLEASE COMPLY.
  
 3) SIGNATURE OF OWNER/AGENT REQUIRED ON PAGE 3 OF THE
 ENERGYGAUGE COMPLIANCE SUBMITTAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-09-20 Cont ID  
Sent By ccole Date 2016-09-20 Time 07:40 Rev Time 0.00
Received By ccole Date 2016-09-20 Time 07:40 Sent To  
Notes
2016-09-20 07:56:572ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16070258
 9/20/16
  
 1) THE TRANE AIR HANDLER SUBMITTAL INDICATES THE 5-TON
 UNIT CAN PRODUCE OVER 2000 CFMS OF COOLING AT 0.1 AND
 0.3 STATIC PRESSURE, AND FOR ALL HEATING AIRFLOWS
 (PLEASE SEE THE NOTE INDICATING AUTO SETTINGS). PROVIDE
 THE DUCT SMOKE DETECTORS AS PREVIOUSLY REQUESTED.
  
 2) THE 24X12 RETURN AIR GRILLS FOR AHU-1 ARE UNDERSIZED
 FOR 1800 CFMS OF SUPPLY AIR. TYPICAL SIZING IS 2 CFMS
 PER SQ. IN.
  
 3) PROVIDE EITHER MOTORIZED OR GRAVITY DAMPERS FOR THE
 O/A DUCTS TO AHU'S #2, 3, & 4- SECTION C403.2.4.4
 FBC-14 ENERGY CONSERVATION.
  
 4) REQUESTED WIND LOAD ENGINEERING INCLUDING A FL.
 PRODUCT APPROVAL AND/OR A MIAMI-DADE NOA FOR THE ROOF
 STANDS NOT PROVIDED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-07-19 Cont ID  
Sent By ccole Date 2016-07-19 Time 08:34 Rev Time 0.00
Received By ccole Date 2016-07-19 Time 07:55 Sent To  
Notes
2016-07-19 09:20:101ST REVIEW MECHANICAL
 PERMIT #16070258
 7/19/16
  
 1) ADVISORY: SEPARATE PERMITS ARE REQUIRED FOR THE
 KITCHEN EXHAUST HOOD, FIRE SUPPRESSION, AND WALK-IN
 COOLER. PLEASE PLACE ADVISORY NOTES IN BOLD LETTERS ON
 THE PLANS.
  
 2) ADVISORY: ALTHOUGH THE KITCHEN EXHAUST HOOD WILL BE
 PERMITTED SEPARATELY, SOME INFORMATION MUST BE PLACED
 ON THE MAIN PLAN TO HELP EXPEDITE THE PROJECT. PLEASE
 PROVIDE EQUIPEMENT SCHEDULES FOR THE KITCHEN HOOD, AND
 THE EXHAUST AND MAKEUP AIR FANS.
  
 3) PROVIDE A MECHANICAL ROOF PLAN SHOWING ALL EQUIPMENT
 LOCATIONS INCLUDING THE AC CONDENSERS, THE O/A INTAKES,
 THE HOOD EXHAUST FAN TERMINATION, AND HOOD MAKEUP AIR
 INTLET. SHOW ON THE PLAN ALL REQUIRED CLEARANCE
 DISTANCE MEASUREMENTS INCLUDING: A) O/A INTAKES TO
 EXHAUST AND VENT OUTLETS. B) EQUIPMENT TO ROOF EDGES.
 C) SERVICE CLEARANCES AROUND EQUIPMENT.
  
 4) IN ACCORDANCE WITH TABLE 403.3, AN EXHAUST RATE OF
 0.70 CFMS PER SQ. FT. IS REQUIRED FOR KITCHENS, AND ALL
 AIR SUPPLIED TO THE AREA SHALL BE EXHAUSTED AND
 RECIRCULATION IS PROHIBITED PER FOOTNOTE B AND SECTION
 403.2.1(3). CURRENTLY NO EXHAUST SYSTEM IS SHOWN ON THE
 PLAN- PLEASE REVISE THE PLAN TO SHOW COMPLIANCE.
  
 5) PROVIDE AIR BALANCE CALCULATIONS.
  
 6) PROVIDE COMBUSTION AIR CALCULATIONS FOR THE
 GAS-FIRED COOKING APPLIANCES- SEE SECTION 304 FBC-14
 FUEL GAS.
  
 7) REMOVE THE AC DROPS FROM AHU #4 TO THE RESTROOMS IN
 COMPLIANCE WITH TABLE 403.3 FOOTNOTE B, AND SECTION
 403.2.1(3).
  
 8) DUCT SMOKE DETECTORS ARE REQUIRED IN THE RETURN AIR
 SYSTEMS OF AHU- 1 & 4 PER SECTION 606.2.1, UNLESS THE
 EOR SUBMITS MANUFACTURER'S SPECIFICATIONS THAT SHOW THE
 SYSTEMS DO NOT HAVE THE CAPACITIES TO EXCEED 2000 CFMS.
  
 9) PROVIDE FLEX DUCT SIZES.
  
 10) INDICATE HOW ACCESS WILL BE PROVIDED FOR
 MAINTENANCE AND REPLACEMENT OF AHU-1 AND ANY OTHER
 AHU'S LOCATED ABOVE DRYWALL CEILINGS.
  
 11) PROVIDE WIND LOAD ENGINEERING FOR ATTACHEMENT AND
 TIE DOWN OF ALL ROOF TOP MECHANICAL EQUIPMENT TO THE
 ROOF STRUCTURE INCLUDING THE CONDENSERS AND CONDENSER
 STANDS, THE FANS AND FAN CURBS, AND THE O/A INTAKES-
 SEE SECTION 301.15, AND SECTION 1609 FBC-14 BUILDING
 FOR WIND LOAD DESIGN CRITERIA- INDICATE THE WIND SPEED,
 EXPOSURE CATEGORY, IMPORTANCE FACTOR AND DESIGN
 PRESSURES.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2016-11-07 Cont ID  
Sent By gjohnson Date 2016-11-07 Time 14:10 Rev Time 0.00
Received By gjohnson Date 2016-11-07 Time 14:10 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2016-10-29 Cont ID  
Sent By gjohnson Date 2016-10-29 Time 14:19 Rev Time 0.00
Received By gjohnson Date 2016-10-29 Time 13:34 Sent To  
Notes
2016-10-29 14:22:303RD REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
  
  
 2.3RD REQUEST PROVIDE SIZING CALCULATIONS FOR GREASE
 INTERCEPTOR. PER WPB AMEND TO FBC 107.2.1
  
 3. 2ND REQUEST PREVIOUS COMMENT #11 THE ORIGINAL NOTE
 FOR THE SAMPLING PORT DOES NOT COMPLY PLEASE REVISE TO
 INCLUDE A 6" OPENING AND NO CAP OR SUMP AT THE BOTTOM
 OF THE SAMPLING PORT ,OR JUST REMOVE NOTE. PER WPB
 AMEND TO FBC 107.2.1
  
 4. SHT. P-3 WHAT STANDARD OR CODE IS THE TABLE LABELED
 GREASE FIXTURE DRAINAGE SIZING CALCULATIONS PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 5. PLEASE PROVIDE NOTE ON PLAN THAT A SEPARATE PERMIT
 IS REQUIRED FOR BACKFLOW DEVISE, GREASE INTERCEPTOR AND
 GAS. PER WPB AMEND TO FBC 107.2.1
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-09-30 Cont ID  
Sent By gjohnson Date 2016-09-30 Time 10:07 Rev Time 0.00
Received By gjohnson Date 2016-09-30 Time 08:58 Sent To  
Notes
2016-09-30 12:18:342ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. 2ND REQUEST PREVIOUS COMMENT # 2 THE GRAB BARS ARE
 STILL SHOWING THAT THEY ARE BEING MEASURED FROM THE
 CENTER OF THE BAR THE CODE IS MEASURED FROM THE TOP OF
 THE GRIPPING SURFACE, IF YOU MEASURE THEM 36IN TO THE
 CENTER THEY WILL BE TO HIGH PER FBC ACC 609.4 POSITION
 OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR
 CHILDREN?S USE COMPLYING WITH 604.9, GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION 18 INCHES (455 MM)
 MINIMUM AND 27 INCHES (685 MM) MAXIMUM ABOVE THE FINISH
 FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE
 HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A
 BATHTUB SHALL COMPLY WITH 607.4.1.1 OR 607.4.2.1.
  
 2. 2ND REQUEST PREVIOUS COMMENT # 8 IN YOUR RESPONSE
 LETTER IT SAYS THAT THE GREASE INTERCEPTOR CALCULATIONS
 ARE ON THE CIVIL DRAWING, THE CIVIL DRAWINGS ARE NOT IN
 THIS PLAN SET IF YOU WERE REFERRING TO THE UTILITY
 DRAWING I DID NOT FIND ANY CALCULATIONS ON THOSE SHEETS
 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 3. 2ND REQUEST PREVIOUS COMMENT #11 THE ORIGINAL NOTE
 FOR THE SAMPLING PORT DOES NOT COMPLY PLEASE REVISE TO
 INCLUDE A 6" OPENING AND NO CAP OR SUMP AT THE BOTTOM
 OF THE SAMPLING PORT ,OR JUST REMOVE NOTE. PER WPB
 AMEND TO FBC 107.2.1
  
 4. SHT. P-3 WHAT STANDARD OR CODE IS THE TABLE LABELED
 GREASE FIXTURE DRAINAGE SIZING CALCULATIONS PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 5. PLEASE PROVIDE NOTE ON PLAN THAT A SEPARATE PERMIT
 IS REQUIRED FOR BACKFLOW DEVISE, GREASE INTERCEPTOR AND
 GAS. PER WPB AMEND TO FBC 107.2.1
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-07-30 Cont ID  
Sent By tklarge Date 2016-07-30 Time 10:21 Rev Time 0.00
Received By tklarge Date 2016-07-30 Time 07:29 Sent To  
Notes
2016-07-30 10:18:201) THE PLANS REQUIRE REVIEW AND APPROVAL FROM THE DEPT.
 OF BUSINESS AND PROFESSIONAL REGULATION, DIVISION OF
 HOTELS AND RESTAURANTS.WPB AMEND. TO FBC SEC.102.1.2.
 2) SHT. A-300 - THE INSTALLATION OF GRAB BARS SHALL BE
 MEASURED FROM THE FINISH FLOOR TO THE TOP OF THE
 GRIPPING SURFACE PER 2014 FBC-ACCESSIBILITY SEC. 609.4.
 3) SHT.P-1 - THE PLAN SHOWS THE DISCHARGE FROM THE ICE
 MAKERS, GLASS RACK, ICE BIN & BAR SINK DISCHARGING INTO
 THE GREASY WASTE SYSTEM. THIS IS NOT PERMITTED PER THE
 2014 FPC SEC.1003.2.WASTES THAT DO NOT REQUIRE
 TREATMENT OR SEPARATION SHALL NOT BE DISCHARGED INTO
 ANT INTERCEPTOR OR SEPARATOR.
 4) SHT.P-1 - THE SANITARY RISER APPEARS TO SHOW THE
 FRYERS DISCHARGING INDIRECTLY INTO THE FLOOR SINK FOR
 THE GREASY WASTE SYSTEM. CLARIFY.
 5) A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER.WPB AMEND. TO FBC SEC. 105.1.
 6) SUBMIT A DETAIL FOR THE HOT WATER RETURN PIPING. IT
 IS DIFFICULT TO SEE HOW/WHERE THE RETURN LINE IS
 CONNECTED. IT APPEARS LIKE THE FLOW ARROW AT THE CHECK
 VALVE IS REVERSED. CLARIFY.
 7) BACKFLOW PREVENTION DEVICES ARE REQUIRED ON THE
 ICEMAKERS. 2014 FPC SEC.608.3.
 8) THE GREASE INTERCEPTOR SHALL BE SIZED BASED ON THE
 NUMBER OF SEATS IN THE DINING AREA WHICH INCLUDES THE
 EXTERIOR SEATING AREA . HAVE THE SEATS IN WHAT APPEARS
 TO BE BOOTHS BEEN INCLUDED IN THE COUNT? CLARIFY.
 9) SHT. P-3 - REFERENCE IS MADE TO TABLE 709.1 OF THE
 PLUMBING CODE FOR GREASE SIZING CALCULATIONS. TABLE
 709.1 IS FOR DRAINAGE FIXTURE UNITS, NOT FOR GREASE
 SIZING CALCULATIONS. CLARIFY. THERE IS ALSO A REFERENCE
 TO TABLE 1003.5.1 FOR THE SIZING FORMULA FOR GREASE
 INTERCEPTORS. THERE IS NO SUCH TABLE IN THE PLUMBING
 CODE. CLARIFY.
 10) SHT.A-102 - SCUPPERS SHALL BE SIZED IN ACCORDANCE
 WITH TABLE 1106.7 OF THE 2014 FPC.THE SIZING SHALL BE
 BASED ON A 5 INCH PER HOUR RATE OF RAINFALL. INDICATE
 THE HEAD IN INCHES FOR THE OVERFLOW SCUPPERS AND SHOW
 THE SQUARE FOOT AREA BEING DRAINED BY EACH SCUPPER.
 11) THE SAMPLING PORT SHOWN ON THE PLANS IS NOT AN
 ACCEPTABLE DESIGN PER THE CWPB UTILITIES DEPT. A
 PRE-MANUFACTURED SAMPLING PORT OR A DIFFERENT DESIGN
 MAY BE ACCEPTABLE. YOU MAY CONTACT KELLY CRANFORD IN
 THE ENGINEERING DIVISION FOR ASSISTANCE. 561-835-7423.
 12) THE GAS SHALL BE PERMITTED UNDER A SEPARATE
 PERMIT.WPB AMEND. TO FBC SEC. 105.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved