Plan Review Details - Permit 15100011
Plan Review Stops For Permit 15100011
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-01-12 Cont ID  
Sent By jwitmer Date 2016-01-12 Time 07:00 Rev Time 0.00
Received By jwitmer Date 2016-01-12 Time 06:15 Sent To  
Notes
2016-01-12 06:38:09BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100011
 ADD: 700 S. ROSEMARY AVE. SUITE # 232
 CONT: TBD
 TEL: (856-6655
 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.
  
 4TH REVIEW
 DATE: TUES. JAN. 12/ 2016
 ACTION: DENIED
  
 BUILDING PROVISO:
  
 ACCESSIBLE PLATFORM LIFT, SUBMIT THE MANUFACTURERS
 SPECIFICATIONS THAT THE PLATFORM LIFT IS IN COMPLIANCE
 WITH 2014 FBC-ACCESSIBILITY CODE 410.1 PLATFORM LIFTS
 SHALL COMPLY WITH ASME A18.1 (1999 EDITION OR 2003
 EDITION) BEFORE THE FRAMING INSPECTION TO BE REVIEWED
 AND APPROVED BY THE DESIGNER OF RECORD BEFORE SUBMITTAL
 TO THE BUILDING DEPARTMENT.
  
 JAMES A. WITMER
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-12-31 Cont ID  
Sent By jwitmer Date 2015-12-31 Time 13:48 Rev Time 0.00
Received By jwitmer Date 2015-12-31 Time 10:45 Sent To  
Notes
2015-12-31 13:48:34BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100011
 ADD: 700 S. ROSEMARY AVE. SUITE # 232
 CONT: TBD
 TEL: (856-6655
 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. DEC. 31/ 2015
 ACTION: DENIED
  
 1-7) COMPLIED
  
 8) REPETE COMMENT/ PLANS DID SHOULD COMPLIANCE. SHEET
 A2 & A7 BOTH SHOW A 21 INCH TALL STAGE OR RAISED
 PLATFORM, THE STAGE SHOWS 3 RISERS AND A RAMP THAT IS
 3? -10? IN LENGTH AND IS ONLY 2?-11? WIDE WITH NO HAND
 RAILS OR EDGE PROTECTION. . PLEASE SHOW COMPLIANCE WITH
 2014 FBC-ACCESSIBILITY CODE :
  
 8.1) 405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE
 NOT STEEPER THAN 1:12.
  
 .8.2) 405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN
 AND, WHERE HANDRAILS ARE PROVIDED, THE CLEAR WIDTH
 BETWEEN HANDRAILS SHALL BE 36 INCHES (915 MM) MINIMUM.
  
 8.3) 405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE
 TOP AND THE BOTTOM OF EACH RAMP RUN. LANDINGS SHALL
 COMPLY WITH 405.7.
  
 8.4) 405.8 HANDRAILS. RAMP RUNS WITH A RISE GREATER
 THAN 6 INCHES (150 MM) SHALL HAVE HANDRAILS COMPLYING
 WITH 505.
  
 8.5) 405.9 EDGE PROTECTION. EDGE PROTECTION COMPLYING
 WITH 405.9.1 OR 405.9.2 SHALL BE PROVIDED ON EACH SIDE
 OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS.
  
 9) COMPLIED.
  
 10) 3RD REQUEST/SEMI-COMPLIED. SHEET A2 AND A7 BOTH
 INDICATE NEW HINGED ENTRY DOORS AND HORIZONTAL SLIDING
 DOORS. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS. SLIDING SUBMITTED BUT NOT IN
 COMPLIANCE WITH COMMENT ( 10A).
 (31)(A) SWING DOORS TWO ISSUES:
 FOR THE NEW SWING DOOR JUST SOUTH OF THE ENTRY DOORS NO
 PRODUCT APPROVAL WAS SUBMITTED.
 FOR THE ENTRY DOORS TO BE RE-USED PLEASE PROVIDE
 DOCUMENTATION OF CODE COMPLIANCE FOR WIND
 AS WELL AS LARGE MISSILE IMPACT TESTING AND ANCHORING
 OF THE FRAME FOR THE MAIN WIND FORCE
 RESISTING SYSTEM.
  
 10A)3RD REQUEST. PGT SERIES SGD-770 ALUMINUM SLIDING
 GLASS DOORS NOA 14-0128.11 THE CONTRACTOR HAS NOT
 IDENTIFIED WHICH SYSTEM IS TO BE INSTALLED. IN THE CASE
 OF ALL TABLES 1,LIMITS THE DESIGN PRESSURES DEPENDING
 ON THE SILL HEIGHT, PLEASE CIRCLE THE APPROPRIATE JOB
 INSTALLATION.
 THE DESIGNER OF RECORD IS SUPPOSE TO REVIEW THE PRODUCT
 APPROVAL AFTER THE CONTRACTOR HAS CIRCLED THE TYPE OF
 SILL TO BE INSTALLED. THE 2 ? INCH SILL ONLY HAS A
 +46.67 PSF PRESSURE RATING. THE OTHER ISSUE MAYBE
 ACCESSIBILITY AND AS WELL AS EGRESS.
  
 11) 3RD REQUEST. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 12-14) COMPLIED.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-11-19 Cont ID  
Sent By jwitmer Date 2015-11-19 Time 08:58 Rev Time 0.00
Received By jwitmer Date 2015-11-19 Time 06:32 Sent To  
Notes
2015-11-19 08:58:29BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100011
 ADD: 700 S. ROSEMARY AVE. SUITE # 232
 CONT: TBD
 TEL: (856-6655
 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: THURS. NOV. 19/ 2015
 ACTION: DENIED
  
 1-3) COMPLIED
  
 4) SHEET A7 THE LIFE SAFETY PLAN SHOWS EGRESS PATHS
 THROUGH MANUALLY SLIDING GLASS DOORS. THERE APPEARS TO
 BE (2) AREAS THAT HAVE SLIDING GLASS DOORS, THE SLIDING
 GLASS DOORS BETWEEN BAR AREA 12 AND BAR AREA 22, IT
 APPEARS THIS AREA IS TRYING TO BE USED AS A EGRESS
 PATH. PLEASE REVIEW 1008.1.2. EGRESS DOORS ARE TO BE
 PIVOTED OR SIDE HINGED SWING DOORS. THE PLAN DOES NOT
 SHOW A PATH OF EGRESS FOR THIS OCCUPANT LOAD. SHEET A4
 IT IS NOT CLEAR IF THERE IS A RAILING AT THE TENANT
 WALL LINE IN HIS AREA?
  
 5) 2ND REQUEST. COMMENT FROM 1ST REVIEW. SHEET A7 THE
 OCCUPANT LOAD AROUND BAR # 12 THE MAIN BAR TO THE MAIN
 ENTRY HAS APPROXIMATELY 50 OCCUPANT LOAD COUNTING THE
 OCCUPANT LOAD BEHIND THE BAR. PLEASE SHOW COMPLIANCE
 WITH:
  
 1028.10.1.2 SEATING AT TABLE AISLE ACCESS WAY LENGTH.
 THE LENGTH OF TRAVEL ALONG THE AISLE ACCESS WAY SHALL
 NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO THE POINT
 WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS OF
 EGRESS TRAVEL TO SEPARATE EXITS.
 COMMON PATH OF TRAVEL CAN NOT CONVERGE BACK TO THE SAME
 ROUTE TO EXIT.
  
 6)2ND REQUEST. SHEET A7 EXTERIOR DINING ROOM 20 WITH
 THE NEW TABLE LAY OUT STILL HAS ISSUES WITH COMMON PATH
 OF TRAVEL. THE COLUMN NEXT TO THE TABLE THE SEAT JUST
 TO THE SOUTH OF THE COLUMN HAS TO TRAVEL APPROXIMATELY
 35 FEET BEFORE THERE ARE (2) CHOICES IN EXITING, THE
 COMMON PATH OF TRAVEL HAS BEEN EXCEEDED.
  
 1028.10.1.2 SEATING AT TABLE AISLE ACCESS WAY LENGTH.
 THE LENGTH OF TRAVEL ALONG THE AISLE ACCESS WAY SHALL
 NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO THE POINT
 WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS OF
 EGRESS TRAVEL TO SEPARATE EXITS.
  
 7) SHEET A7 THE EXTERIOR BAR 22 IT APPEARS THERE ARE 8
 BAR STOOLS NEXT TO THE SLIDING GLASS DOORS THAT DOES
 NOT HAVE A 32 INCH EGRESS DOOR OPENING. 2014 FBC-B
 1008.1.1 SIZE OF DOOR. THE LIFE SAFETY PLAN DOES NOT
 SHOW HOW THE OCCUPANTS OF THE 8 BAR STOOLS ARE EXITING
 THIS AREA? TO THE SOUTH SIDE OF THE 8 BAR STOOLS THE
 FIRST GENERATION OF PLANS SHOWED WHAT APPEARED TO BE
 EITHER A SIGN OR SLIDING GLASS DOOR. (2) ISSUES EGRESS
 FROM THIS AREA, THE SECOND ISSUE IS OCCUPANT LOAD
 GREATER THAN 10 CANNOT USE A SLIDING GLASS DOOR AS A
 MEANS OF EGRESS.
  
 8) COMPLIED. SHEET A2 & A7 BOTH SHOW A 14 INCH TALL
 STAGE OR RAISED PLATFORM, THE STAGE SHOWS A STEP BUT NO
 VERTICAL ACCESSIBILITY. PLEASE SHOW COMPLIANCE WITH
 2014 FBC-ACCESSIBILITY CODE 201.1.1.
  
 9) 2ND REQUEST. COMMENT FROM 1ST REVIEW. THE OCCUPANT
 LOAD FOR THE DINING PORTION OF THE TENANT SPACE IS 287
 X 0.05= 15 ACCESSIBLE SEATS REQUIRED.
 SHEET A7 INDICATES THERE IS 11 ACCESSIBLE LOCATIONS FOR
 WHEELCHAIR SETTING, THEN IN SMALLER LETTERING THE PLANS
 INDICATE ONLY EIGHT AND THERE IS ONLY 8 ON THE PLANS.
 2014 FBC-ACCESSIBILITY 226.1. WITH THE INTERIOR AND
 EXTERIOR SEATING THE OCCUPANT SEAT COUNT IS 212
 REQUIRING 11 ACCESSIBLE SEATING AREAS.
  
 10) 2ND REQUEST/SEMI-COMPLIED. SHEET A2 AND A7 BOTH
 INDICATE NEW HINGED ENTRY DOORS AND HORIZONTAL SLIDING
 DOORS. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS. SLIDING AND SWING DOORS
  
 10A) PGT SERIES SGD-770 ALUMINUM SLIDING GLASS DOORS
 NOA 14-0128.11 THE CONTRACTOR HAS NOT IDENTIFIED WHICH
 SYSTEM IS TO BE INSTALLED. IN THE CASE OF ALL TABLES
 1,2 & 3 IN ALL CASES TABLE A LIMITS THE DESIGN
 PRESSURES PLEASE CIRCLE THE APPROPRIATE JOB
 INSTALLATION.
  
  
 11) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
  
 12)2ND REQUEST, SEMI-COMPLIED. MISSING WIND DESIGN
 CRITERIA FOR THE NEW OPENINGS. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO WIND
 LOADS SHALL BE SHOWN, REGARDLESS OF WHETHER WIND LOADS
 GOVERN THE DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM
 OF THE STRUCTURE:
  
 COMPLIED. 12.1. ULTIMATE DESIGN WIND SPEED, VULT,
 (3-SECOND GUST), MILES PER HOUR (KM/HR) AND NOMINAL
 DESIGN WIND SPEED, VASD, AS DETERMINED IN ACCORDANCE
 WITH SECTION 1609.3.1.
  
 COMPLIED. 12.2. RISK CATEGORY.
  
 2ND REQUEST. 12.3. WIND EXPOSURE. APPLICABLE WIND
 DIRECTION IF MORE THAN ONE WIND EXPOSURE IS UTILIZED.
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. THE COVERSHEET LIST THE EXPOSURE AND HEIGHT
 COEFFICIENT AS 1.49. THIS IS EQUAL TO A MEAN ROOF
 HEIGHT OF 40 FT. SHEET A.4 INDICATES THE MEAN ROOF
 HEIGHT OF 57 FT. OR A COEFFICIENT OF 1.60 FOR A
 MULTIPLIER.
  
 COMPLIED.12.4 APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. 2ND REQUEST. DESIGN WIND PRESSURES TO BE USED FOR
 EXTERIOR COMPONENT AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE
 STRUCTURE, PSF (KN/ M2).
  
 13) COMPLIED. SHEET A2 AND A7 SHOW WOOD BARRELS SET OUT
 FROM THE WALL AS A WALL FINISH. PLEASE SHOW COMPLIANCE
 WITH [F] 806.1.2 COMBUSTIBLE DECORATIVE MATERIALS. THE
 PERMISSIBLE AMOUNT OF DECORATIVE MATERIALS MEETING THE
 FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701
 SHALL NOT EXCEED 10 PERCENT OF THE SPECIFIC WALL OR
 CEILING AREA TO WHICH IT IS ATTACHED.
  
 14) COMPLIED. SHEET A2 & A7 BOTH SHOW DROPPED WOOD
 FRAMING FOR A DECORATIVE CEILING, PLEASE SHOW
 COMPLIANCE WITH:
 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS.
 INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE
 CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH
 INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE
 FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD
 AND SMOKE-DEVELOPED INDEXES.
  
 CLASS A:FLAME SPREAD INDEX 0-25; SMOKE-
 DEVELOPED INDEX 0-450.
  
 CLASS B:=FLAME SPREAD INDEX 26-75; SMOKE-
 DEVELOPED INDEX 0-450.
  
 CLASS C:FLAME SPREAD INDEX 76-200; SMOKE-
 DEVELOPED INDEX 0-450.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-10-09 Cont ID  
Sent By jwitmer Date 2015-10-09 Time 16:54 Rev Time 0.00
Received By jwitmer Date 2015-10-09 Time 12:02 Sent To  
Notes
2015-10-09 15:57:30BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100011
 ADD: 700 S. ROSEMARY AVE. SUITE # 232
 CONT: TBD
 TEL: (856-6655
 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: FRI. OCT. 09/ 2014
 ACTION: DENIED
  
 1) SHEET A1 THE DEMOLITION PLAN INDICATES THE EXISTING
 DOUBLE ENTRY DOORS ARE TO BE RELOCATED. BOTH SHEETS A2
 & A7 SHOW NEW DOUBLE ENTRY DOORS, THE DOOR WIDTH BEING
 (2) 2'-0" DOORS. PLEASE COMPLY WITH 2014 FBC-B
 BUILDING. 1008.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF
 EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT
 LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32
 INCHES (813 MM). CLEAR OPENINGS OF DOORWAYS WITH
 SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF
 THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES
 (1.57 RAD). WHERE THIS SECTION REQUIRES A MINIMUM CLEAR
 WIDTH OF 32 INCHES (813 MM) AND A DOOR OPENING INCLUDES
 TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL
 PROVIDE A CLEAR OPENING WIDTH OF 32 INCHES (813 MM).
  
 DISCREPANCY IN PLANS, SHEET A9 INDICATES (2) 3'-0"
 DOORS.
  
 2) SHEET A7 THE LIFE SAFETY PLAN DOES NOT INDICATE WHAT
 THE OCCUPANT LOAD IS FOR THE TENANT SPACE OFFICE AND
 KITCHEN WERE NOT FIGURED INTO THE EQUATION.2014 FBC-B
 TABLE 1004.1.2.
  
 3A) PLEASE PROVIDE ON THE LIFE SAFETY SHEET A7 THE
 ALLOWABLE OCCUPANT LOAD PER EGRESS DOOR. 2014 FBC-B
 1005.3.2 OTHER EGRESS COMPONENTS. THE CAPACITY, IN
 INCHES (MM), OF MEANS OF EGRESS COMPONENTS OTHER THAN
 STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE
 OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF
 EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER
 OCCUPANT.
  
 3B) 2014 FBC-B 1005.5. DISTRIBUTION OF EGRESS CAPACITY.
 WHERE MORE THAN ONE EXIT, OR ACCESS TO MORE THAN ONE
 EXIT, IS REQUIRED, THE MEANS OF EGRESS SHALL BE
 CONFIGURED SUCH THAT THE LOSS OF ANY ONE EXIT, OR
 ACCESS TO ONE EXIT, SHALL NOT REDUCE THE AVAILABLE
 CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED
 CAPACITY.
  
 4) SHEET A7 THE LIFE SAFETY PLAN SHOWS EGRESS PATHS
 THROUGH MAUALLY SLIDDING GLASS DOORS. THERE APPEARS TO
 BE (2) AREAS THAT HAVE SLIDDING GLASS DOORS, THE
 SLIDDING GLASS DOORS BETWEEN BAR AREA 12 AND BAR AREA
 20, IT APPEARS THIS AREA IS TRYING TO BE USED AS A
 EGRESS PATH. PLEASE REVIEW 1008.1.2. EGRESS DOORS ARE
 TO BE PIVOTED OR SIDE HINGED SWING DOORS.
  
 5) SHEET A7 THE OCCUPANT LOAD AROUND BAR # 12 THE MAIN
 BAR TO THE MAIN ENTRY HAS APPROXIMATELY 50 OCCUPANT
 LOAD COUNTING THE OCCUPANT LOAD BEHIND THE BAR. PLEASE
 SHOW COMPLIANCE WITH:
  
 1028.10.1.2 SEATING AT TABLE AISLE ACCESSWAY LENGTH.
 THE LENGTH OF TRAVEL ALONG THE AISLE ACCESSWAY SHALL
 NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO THE POINT
 WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS OF
 EGRESS TRAVEL TO SEPARATE EXITS.
  
 6) SHEET A7 EXTERIOR DINING ROOM 20 HAS A COLUMN NEXT
 TO THE TABLE THE SEAT JUST TO THE SOUTH OF THE COLUMN
 HAS TO TRAVEL APPROXIMATELY 40 FEET BEFORE THERE ARE
 (2) CHOICES IN EXITING, THE COMMON PATH OF TRAVEL HAS
 BEEN EXCEEDED.
  
 1028.10.1.2 SEATING AT TABLE AISLE ACCESSWAY LENGTH.
 THE LENGTH OF TRAVEL ALONG THE AISLE ACCESSWAY SHALL
 NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO THE POINT
 WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS OF
 EGRESS TRAVEL TO SEPARATE EXITS.
  
 7) SHEET A7 THE EXTERIOR BAR 20 IT APPEARS THERE ARE 8
 BAR STOOLS NEXT TO THE SLIDING GLASS DOORS THAT T DOES
 NOT HAVE A 32 INCH EGRESS DOOR OPENING. 2014 FBC-B
 1008.1.1 SIZE OF DOOR.
  
 8) SHEET A2 & A7 BOTH SHOW A 14 INCH TALL STAGE OR
 RAISED PLATFORM, THE STAGE SHOWS A STEP BUT NO VERTICAL
 ACCESSIBILITY. PLEASE SHOW COMPLIANCE WITH 2014
 FBC-ACCESSIBILITY CODE 201.1.1.
  
 9) SHEET A7 INDICATES THERE IS 11 ACCESSIBLE LOCATIONS
 FOR WHEELCHAIR SETTING, THEN IN SMALLER LETTERING THE
 PLANS INDICATE ONLY EIGHT AND THERE IS ONLY 8 ONTHE
 PLANS. 2014 FBC-ACCESSIBLITY 226.1. WITH THE INTERIOR
 AND EXTERIOR SEATTING THE OCCUPANT SEAT COUNT IS 212
 REQUIRING 11 ACCESSIBLE SEATING AREAS.
  
 10) SHEET A2 AND A7 BOTH INDICATE NEW HINGED ENTRY
 DOORS AND HORIZONTAL SLIDING DOORS. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
  
 11) 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.
  
 12) MISSING WIND DESIGN CRITERIA FOR THE NEW OPENINGS.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 12.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND
 SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 12.2. RISK CATEGORY.
  
 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 12.4 APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 13) SHEET A2 AND A7 SHOW WOOD BARRELS SET OUT FROM THE
 WALL AS A WALL FINISH. PLEASE SHOW COMPLIANCE WITH [F]
 806.1.2 COMBUSTIBLE DECORATIVE MATERIALS. THE
 PERMISSIBLE AMOUNT OF DECORATIVE MATERIALS MEETING THE
 FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701
 SHALL NOT EXCEED 10 PERCENT OF THE SPECIFIC WALL OR
 CEILING AREA TO WHICH IT IS ATTACHED.
  
 14) SHEET A2 & A7 BOTH SHOW DROPPED WOOD FRAMING FOR A
 DECRATIVE CEILING, PLEASE SHOW COMPLIANCE WITH:
 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS.
 INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE
 CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH
 INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE
 FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD
 AND SMOKE-DEVELOPED INDEXES.
  
 CLASS A:FLAME SPREAD INDEX 0-25; SMOKE-
 DEVELOPED INDEX 0-450.
  
 CLASS B:=FLAME SPREAD INDEX 26-75; SMOKE-
 DEVELOPED INDEX 0-450.
  
 CLASS C:FLAME SPREAD INDEX 76-200; SMOKE-
 DEVELOPED INDEX 0-450.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2015-12-22 Cont ID  
Sent By albarran Date 2015-12-22 Time 18:28 Rev Time 0.00
Received By albarran Date 2015-12-22 Time 18:10 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-11-24 Cont ID  
Sent By albarran Date 2015-11-24 Time 16:00 Rev Time 0.00
Received By albarran Date 2015-11-23 Time 18:49 Sent To I
Notes
2015-11-24 16:01:07ALL PREVIOUSLY MENTIONED DEFFICIENCIES HAVE BEEN
 SATISFACTORILY ADDRESSED.
2015-11-23 19:11:24I HAD TO PUT THIS ASIDE BECAUSE I WAS UNABLE TO FIND
 THE CORRECTIONS INDICATED ON SOME SORT OF RESPONSE
 LETTER. I CONTACTED THE RUNNER WHO WILL CONTACT THE
 DESIGN PROFESSIONAL TO GET IN TOUCH WITH ME. RETURNED
 TO BIN C6.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-11-02 Cont ID  
Sent By albarran Date 2015-11-02 Time 18:20 Rev Time 0.00
Received By albarran Date 2015-11-02 Time 17:46 Sent To I
Notes
2015-11-02 18:20:48THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 2011 EDITION
 OF THE NEC, (NATIONAL ELECTRICAL CODE); THE 5TH EDITION
 OF THE FBC, (FLORIDA BUILDING CODE) AS APPLICABLE AND
 BELOW ARE THE DEFICIENCIES NOTED.
 THOUGH THE PREVIOUSLY MENTIONED DEFICIENCIES HAVE BEEN
 ADDRESSED, THE NEW PLANS HAVE A COUPLE OF ITEMS NEEDING
 CORRECTION:
  
 THERE WERE THE SAME PLANS PREVIOUSLY REVIEWED AND
 SUBSEQUENTLY DENIED FOR LACK OF ELECTRICAL DATA. YOU
 WERE PREVIOUSLY INSTRUCTED TO PROVIDE AN ELECTRICAL
 SHEET WITH THE REQUIRED ELECTRICAL INFORMATION.
  
 1. NEC 600.5 REQUIRES THAT THERE BE A DEDICATE SIGN
 OUTLET AT EVERY PEDESTRIAN ENTRY INTO EVERY COMMERCIAL
 ESTABLISHMENT. YOU ARE MISSING THE MAIN ENTRANCE AND
 MAYBE EVEN THE REAR DOOR AS IT APPEARS TO BE AN ENTRY
 FOR THE PRIVATE PARTY ROOM.
 2. THE SUBMITTED POWER PLAN FAILS TO INCLUDE THE
 OUTLETS AND ADDITIONAL LOADS IN THE REAR AND KITCHEN
 AREAS.
 3. YOU SHALL SUBMIT A LIGHTING PLAN THAT COMPLIES WITH
 THE ENERGY CONSERVATION REQUIREMENTS OF THE FBC-ENERGY
 CONSERVATION CODE. YOU SHALL ADDRESS THE LIGHT DENSITY
 CHART, MANDATORY SWITCHING REQUIREMENTS AND THE
 EFFICIENCY OF THE LUMINAIRES.
 4. ALL RECESSED LUMINARIES SHALL BE IC RATED AND SEALED
 TO PREVENT TRANSFER OF AIR FROM THE CONDITIONED AIR
 SPACE TO THE NON-CONDITIONED AIR SPACE.
 5. YOU SHALL PROVIDE THE FEEDER DIAGRAM WITH LOAD CALCS
 AND CONDUCTOR SIZING AS REQUIRED IN NEC 215.5.
 6. YOU SHALL PROVIDE, FOR EVERY PANEL A CIRCUIT
 DIRECTORY AS REQUIRED BY NEC 408.4 FOR EVERY PANEL
 WITHIN THE PREMISES. EACH SHALL BE LABELED WITH AN
 ARC-FLASH HAZARD WARNING LABEL AS INDICATED IN NEC
 110.16.
 7. FROM THE FLOOR PLAN AS PROVIDE, I CAN?T ACTUALLY
 DETERMINE WHAT IS A GLASS WINDOW AND WHAT IS NOT,
 THEREFORE KEEP IN MIND THE NEC 210.62 REQUIRES THAT
 THERE BE A SHOW WINDOW OUTLET FOR EVERY 12 LINEAR FEET
 OF SHOW WINDOW OR MAJOR PORTION THEREOF.
 8. YOU SHALL PROVIDE A ROOF PLAN OR INDICATE WHERE THE
 CONDENSING UNITS FOR ALL REFRIGERATION EQUIPMENT ARE
 LOCATED.
  
 IF AT ALL POSSIBLE, TO EXPEDITE THE ELECTRICAL REVIEW
 PROCESS, A LESS CLUTTERED ELECTRICAL SHEET DRAWN TO A
 LARGER SCALE WILL BE GREATLY APPRECIATED.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
 INSERT CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
 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
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2015-12-16 Cont ID  
Sent By pleduc Date 2015-12-16 Time   Rev Time 0.00
Received By pleduc Date 2015-12-16 Time 14:21 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-11-18 Cont ID  
Sent By pleduc Date 2015-11-18 Time   Rev Time 0.00
Received By pleduc Date 2015-11-18 Time 10:21 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-10-08 Cont ID  
Sent By pleduc Date 2015-10-08 Time   Rev Time 0.00
Received By pleduc Date 2015-10-07 Time 14:37 Sent To  
Notes
2015-10-08 14:01:32THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) PLEASE PROVIDE A NOTE/STATEMENT AS TO THE EXISTING
 OR PROPOSED LIFE SAFETY SYSTEM - FIRE ALARM OR FIRE
 SPRINKLER AND THAT ANY WORK DONE ON THOSE SYSTEMS SHALL
 BE DONE UNDER SEPARATE SHOP DRAWINGS.
  
 2) SHEET A-5; PLEASE PROVIDE DOCUMENTATION THAT THE
 PROPOSED BARRELS, WALL COVERINGS, SIDING ETC MEET THE
 REQUIRED FLAME AND SMOKE RATING FOR INTERIOR FINISHES.
  
 3) SHEET A -7; PLEASE PROVIDE DISTANCES/MEASURMENTS TO
 PROPOSED COMMON PATHS OF TRAVEL AND TRAVEL DISTANCES.
  
 4) SHEET A-7; PLEASE PROVIDE EXIT PATHS AND DISTANCES
 FROM THE KITCHEN AREA.
  
 5) SHEET A-7; TOTAL OCCUPANCY LOAD IS NOT INDICATED. NO
 CALCULATION IS SHOWN FOR THE KITCHEN/OFFICE/ AREAS.
 PLEASE SHOW EACH EXIT CAPACITY AND EXIT AMOUNT
 PROPOSED.
  
 6) SHEET A-7; AN EXIT PATH IS PROVIDED LEADING TO THE
 LARGE SLIDING DOORS. THESE DOOR ARE NOT APPROVED EXIT
 DOORS. PROVIDE JUSTIFICATION THAT THIS IS NOT AN
 REQUIRED EXIT.
  
 7) SHEET COV; PLEASE NOTE OR PROVIDE A STATEMENT:
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2010 EDITION.
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2010 EDITION.
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
 8) SHEET A-8; PROVIDE A NOTE OR STATEMENT INDICATING:
 ALL KITCHEN EQUIPMENT AND OPERATIONS SHALL COMPLY WITH
 NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS.
 EXTINGUISHMENT AND VENTILATION SYSTEM SHOP DRAWINGS
 SHALL BE SUBMITTED SEPARATELY FOR APPROVAL.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-01-12 Cont ID  
Sent By   Date 2016-01-12 Time 07:00 Rev Time 0.00
Received By   Date 2016-01-11 Time 06:15 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-12-31 Cont ID  
Sent By jwitmer Date 2015-12-31 Time 13:48 Rev Time 0.00
Received By jwitmer Date 2015-12-14 Time 11:34 Sent To  
Notes
2015-12-15 11:34:57C24
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-11-24 Cont ID  
Sent By albarran Date 2015-11-24 Time 16:07 Rev Time 0.00
Received By albarran Date 2015-11-13 Time 09:18 Sent To  
Notes
2015-11-24 16:08:2711/24/15 PASSED ELECTRICAL REVIEW BUT FAILED THE OTHER
 DISCIPLINES. RUNNER NOTIFIED VIA EMAIL SENT TO LARGE
 DENIED "TBD". MA
2015-11-16 09:18:47C06
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-02 Cont ID  
Sent By albarran Date 2015-11-02 Time 18:21 Rev Time 0.00
Received By albarran Date 2015-10-01 Time 13:25 Sent To  
Notes
2015-11-02 18:23:0911/2/15 FAILED ELECTRICAL REVIEW ALONG WITH EVERY OTHER
 DISCIPLINE. PERMIT RUNNER NOTIFIED VIA EMAIL. SENT TO
 SMALL DENIED "TDB DRAWER. MA
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2015-12-17 Cont ID  
Sent By ccole Date 2015-12-17 Time 07:51 Rev Time 0.00
Received By ccole Date 2015-12-17 Time 07:51 Sent To  
Notes
2015-12-17 07:53:55PERMIT #15100011
 12/17/15
  
 NO MECHANICAL PLANS SUBMITTED FOR THE NEW RESTAURANT.
 SEPARATE PERMITS REQUIRED FOR MECHNANICAL ALTERATIONS,
 KITCHEN HOODS AND FIRE SUPPRESSION, WALK-IN COOLERS AND
 FREEZERS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-12-01 Cont ID  
Sent By ccole Date 2015-11-19 Time 09:18 Rev Time 0.00
Received By ccole Date 2015-11-19 Time 13:49 Sent To  
Notes
2015-11-19 13:51:502ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15100011
 11/19/15
  
 SEVERAL COMMENTS FROM THE 1ST REVIEW WERE NOT
 ADDRESSED. I AM RE-PRINTING THEM BELOW FOR RESPONSE.
  
 1) PROVIDE ENERGY CALCULATIONS IN COMPLIANCE WITH
 C101.2 AND C101.4.3 FBC-14 ENERGY CONSERVATION.
 2) REFER TO SECTION 809.2 FBC-14 EXISTING BUILDING
 809.1 RECONFIGURED OR CONVERTED SPACES.
 ALL RECONFIGURED SPACES INTENDED FOR OCCUPANCY AND ALL
 SPACES CONVERTED TO HABITABLE OR OCCUPIABLE SPACE IN
 ANY WORK AREA SHALL BE PROVIDED WITH NATURAL OR
 MECHANICAL VENTILATION IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, MECHANICAL.
 EXCEPTION: EXISTING MECHANICAL VENTILATION SYSTEMS
 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 809.2.
 809.2 ALTERED EXISTING SYSTEMS.
 IN MECHANICALLY VENTILATED SPACES, EXISTING MECHANICAL
 VENTILATION SYSTEMS THAT ARE ALTERED, RECONFIGURED, OR
 EXTENDED SHALL PROVIDE NOT LESS THAN 5 CUBIC FEET PER
 MINUTE (CFM) (0.0024 M3/S) PER PERSON OF OUTDOOR AIR
 AND NOT LESS THAN 15 CFM (0.0071 M3/S) OF VENTILATION
 AIR PER PERSON; OR NOT LESS THAN THE AMOUNT OF
 VENTILATION AIR DETERMINED BY THE INDOOR AIR QUALITY
 PROCEDURE OF ASHRAE 62.
 PLEASE PROVIDE VENTILATION CALCULATIONS IN COMPLIANCE
 WITH TABLE 403.3 FBC-14 MECHANICAL. THE CALCULATIONS
 SHALL INDICATE THE AMOUNT OF OUTSIDE AIR CFM'S
 REQUIRED, AND THE AMOUNT OF OUTSIDE AIR CFM'S BEING
 PROVIDED EITHER BY THE EXISTING OR MODIFIED HVAC
 SYSTEMS.
 3) PLEASE PROVIDE MECHANICAL PLANS INDICATING ALL
 PROPOSED ALTERATIONS TO THE EXISTING HVAC SYSTEMS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-10-15 Cont ID  
Sent By ccole Date 2015-10-15 Time 17:45 Rev Time 0.00
Received By ccole Date 2015-10-15 Time 17:45 Sent To  
Notes
2015-10-15 17:52:481ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15100011
 10/15/15
  
 1) PROVIDE A LIST OF CODES AND STANDARDS USED IN THE
 DESIGN OF THE PROJECT- THERE IS NO DESIGN CRITERIA
 SHOWN ON THE PLANS.
 2) PROVIDE THE LEVEL OF ALTERATION ON THE PLAN AS
 OUTLINED IN CHAPTER 5 FBC-14 EXISTING BUILDING CODE.
 3) PROVIDE ENERGY CALCULATIONS IN COMPLIANCE WITH
 C101.2 AND C101.4.3 FBC-14 ENERGY CONSERVATION.
 4) REFER TO SECTION 809.2 FBC-14 EXISTING BUILDING
 809.1 RECONFIGURED OR CONVERTED SPACES.
 ALL RECONFIGURED SPACES INTENDED FOR OCCUPANCY AND ALL
 SPACES CONVERTED TO HABITABLE OR OCCUPIABLE SPACE IN
 ANY WORK AREA SHALL BE PROVIDED WITH NATURAL OR
 MECHANICAL VENTILATION IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, MECHANICAL.
 EXCEPTION: EXISTING MECHANICAL VENTILATION SYSTEMS
 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 809.2.
 809.2 ALTERED EXISTING SYSTEMS.
 IN MECHANICALLY VENTILATED SPACES, EXISTING MECHANICAL
 VENTILATION SYSTEMS THAT ARE ALTERED, RECONFIGURED, OR
 EXTENDED SHALL PROVIDE NOT LESS THAN 5 CUBIC FEET PER
 MINUTE (CFM) (0.0024 M3/S) PER PERSON OF OUTDOOR AIR
 AND NOT LESS THAN 15 CFM (0.0071 M3/S) OF VENTILATION
 AIR PER PERSON; OR NOT LESS THAN THE AMOUNT OF
 VENTILATION AIR DETERMINED BY THE INDOOR AIR QUALITY
 PROCEDURE OF ASHRAE 62.
 PLEASE PROVIDE VENTILATION CALCULATIONS IN COMPLIANCE
 WITH TABLE 403.3 FBC-14 MECHANICAL. THE CALCULATIONS
 SHALL INDICATE THE AMOUNT OF OUTSIDE AIR CFM'S
 REQUIRED, AND THE AMOUNT OF OUTSIDE AIR CFM'S BEING
 PROVIDED EITHER BY THE EXISTING OR MODIFIED HVAC
 SYSTEMS.
 5) PLEASE PROVIDE MECHANICAL PLANS INDICATING ALL
 PROPOSED ALTERATIONS TO THE EXISTING HVAC SYSTEMS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-12-16 Cont ID  
Sent By gjohnson Date 2015-12-16 Time 10:18 Rev Time 0.00
Received By gjohnson Date 2015-12-16 Time 10:18 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-11-20 Cont ID  
Sent By gjohnson Date 2015-11-20 Time 14:22 Rev Time 0.00
Received By gjohnson Date 2015-11-20 Time 14:22 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-10-13 Cont ID  
Sent By gjohnson Date 2015-10-13 Time 10:15 Rev Time 0.00
Received By gjohnson Date 2015-10-13 Time 10:15 Sent To  
Notes
2015-10-13 10:20:061ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
  
  PLUMBING COMMENTS:
 1.SCOPE OF PLUMBING WORK UNCLEAR PLEASE GIVE SCOPE OF
 WORK.
 PER WPB AMEND. 107.2.1.
 2. DO TO LACK OF DETAILS A COMPREHENSIVE REVIEW CAN NOT
 BE DONE AT THIS TIME.
Review Stop Z ZONING
Rev No 3 Status P Date 2015-12-30 Cont ID  
Sent By eschneid Date 2015-12-30 Time 17:11 Rev Time 0.25
Received By eschneid Date 2015-12-30 Time 17:00 Sent To  
Notes
2015-12-30 17:12:01PASSED
  
 1) SEPARATE PERMITS WITH PLANS REQUIRED FOR THE
 FOLLOWING:
  
 A. SIGNS
 B. RAIL FENCES
 C. CANVAS CANOPY/AWNING
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
Review Stop Z ZONING
Rev No 2 Status P Date 2015-11-23 Cont ID  
Sent By eschneid Date 2015-11-23 Time 18:03 Rev Time 0.25
Received By eschneid Date 2015-11-23 Time 18:02 Sent To  
Notes
2015-11-23 18:03:16PASSED
  
 1) SEPARATE PERMITS WITH PLANS REQUIRED FOR THE
 FOLLOWING:
  
 A. SIGNS
 B. RAIL FENCES
 C. CANVAS CANOPY/AWNING
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
Review Stop Z ZONING
Rev No 1 Status P Date 2015-10-23 Cont ID  
Sent By eschneid Date 2015-10-23 Time 08:52 Rev Time 0.75
Received By eschneid Date 2015-10-23 Time 08:52 Sent To  
Notes
2015-10-23 09:38:07PASSED
  
 1) SEPARATE PERMITS WITH PLANS REQUIRED FOR THE
 FOLLOWING:
  
 A. SIGNS
 B. RAIL FENCES
 C. CANVAS CANOPY/AWNING
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446


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