Plan Review Details - Permit 16090560
Plan Review Stops For Permit 16090560
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-06-29 Cont ID  
Sent By jwitmer Date 2017-06-29 Time 12:43 Rev Time 0.00
Received By jwitmer Date 2017-06-29 Time 11:44 Sent To  
Notes
2017-06-29 12:43:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16090560
 ADD: 600 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-267-1309
 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: THURS./ JUNE 29/2017
 ACTION:BUILDING PROVISO
  
 1) BUILDING PROVISO: PROVIDE COMPLIANCE WITH / 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 D) ROOFING PRODUCTS AND ASSEMBLIES/ INSULATION/ ROOF
 TOP FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 2) BUILDING PROVISO: DEFERRED SUBMITTAL. 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..
  
 3) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEET A1.1
 SHOWS A NEW A/C STAND PLEASE PROVIDE COMPLIANCE WHEN
 SUBMITTING THE ROOF TOP STAND PRODUCT APPROVAL, PLEASE
 IDENTIFY THE CALCULATION OF THE AREA OF THE ROOF TOP
 COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES , ANCHORS AND UPLIFT VERSES MOMENT.
 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.
  
 4) BUILING PROVISO: THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER WELD
 OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARD. 2014 FBC-B
 2204.1 WELDING. THE DETAILS OF DESIGN, WORKMANSHIP AND
 TECHNIQUE FOR WELDING, INSPECTION OF WELDING AND
 QUALIFICATION OF WELDING OPERATORS SHALL CONFORM TO THE
 REQUIREMENTS OF THE SPECIFICATIONS LISTED IN SECTIONS
 2205, 2206, 2207, 2210 AND 2211.
  
 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 3 Status F Date 2017-06-20 Cont ID  
Sent By jwitmer Date 2017-06-20 Time 15:49 Rev Time 0.00
Received By jwitmer Date 2017-06-20 Time 14:52 Sent To  
Notes
2017-06-20 15:49:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16090560
 ADD: 600 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-267-1309
 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: TUES./ JUNE 20/2017
 ACTION: DENIED
  
 1) COMMPLIED
  
 2) BUILDING PROVISO: PROVIDE COMPLIANCE WITH / 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 D) ROOFING PRODUCTS AND ASSEMBLIES/ INSULATION/ ROOF
 TOP FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 3) BUILDING PROVISO: DEFERRED SUBMITTAL. 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..
  
 4) COMPLIED.
  
 5) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEET A1.1
 SHOWS A NEW A/C STAND PLEASE PROVIDE COMPLIANCE WHEN
 SUBMITTING THE ROOF TOP STAND PRODUCT APPROVAL, PLEASE
 IDENTIFY THE CALCULATION OF THE AREA OF THE ROOF TOP
 COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES , ANCHORS AND UPLIFT VERSES MOMENT.
 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.
  
 6) COMPLIED ROOF TOP HATCH.
 7) BUILING PROVISO: THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER WELD
 OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARD. 2014 FBC-B
 2204.1 WELDING. THE DETAILS OF DESIGN, WORKMANSHIP AND
 TECHNIQUE FOR WELDING, INSPECTION OF WELDING AND
 QUALIFICATION OF WELDING OPERATORS SHALL CONFORM TO THE
 REQUIREMENTS OF THE SPECIFICATIONS LISTED IN SECTIONS
 2205, 2206, 2207, 2210 AND 2211.
  
 8-9) COMPLIED.
  
 10) NEW COMMENT (3RD REVIEW) DEALS WITH THE MECHANICAL
 EQUIPMENT REQUIREMENTS. THE DWLK EXHAUST DUCT MUST BE
 INSTALLED IN A FIRE-RATED ENCLOSURE FROM THE POINT
 WHERE THE DUCT PENETRATES THE CEILING THROUGH TO THE
 EXTERIOR WALL LINE. SEE PAGE 5 OF THE SUBMITTED MARRA
 FORMI FACTORY DUCT SPECIFICATIONS PAGE 5. THE SPECS
 ALSO SPECIFY THAT DUCT WRAP CANNOT BE INSTALLED TO
 REDUCE THE REQUIRED CLEARANCES OR TO CREATE A TYPE OF
 FIRE PROTECTIVE ENCLOSURE.
  
 11) 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 2017-05-30 Cont ID  
Sent By jwitmer Date 2017-05-30 Time 07:20 Rev Time 0.00
Received By jwitmer Date 2017-05-30 Time 05:47 Sent To  
Notes
2017-05-30 07:20:51BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16090560
 ADD: 600 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-267-1309
 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.MAY 30/2017
 ACTION: DENIED
  
 1) 2ND REOUND COMMENTS. SHEET S0.1 THE TABLE OF
 PRESSURES IS STILL LOW, THE BUILDING HEIGHT FOR THE
 PRESSURES IS NOT GIVEN. THE PRESSURES FROM WHEN THE
 BUILDING WAS BUILT ARE OVER 1.5 PSF THE PRESSURES GIVEN
 IN THIS REVIEW. ENG. FRANK BENNARDOS PRESSURES ARE
 ONLY0.3 PSF HIGHER THAN THE GIVEN PRESSURES UNDER WHICH
 THE BUILDING WAS BUILT FOR 140 FEET IN ELEVATION. THE
 2ND DIFFERENCE IN THE ORIGINAL BUILDING DESIGN THE EDGE
 STRIP AND CORNER STRIP WAS 24 FEET, NOT THE 22 FEET
 INDICATED IN THIS REVIEW. PLEASE PROVIDE HOW THE
 PRESSURES AND EDGE AND CORNER STRIP CAN VERY SO MUCH TO
 (2) OTHER ENGINEERS FOR THE SAME BUILDING?
  
 1ST ROUND OF COMMENTS. SHEET S0.1 INDICATES PRESSURES
 FOR THIS BUILDING. THERE IS A TABLE FOR COMPONENTS AND
 CLADDING FOR PRESSURES FOR BUILDINGS GREATER THAN 60
 FT. THE TABLE ITSELF IS NOT IDENTIFIED? THE DESIGN
 CRITERIA INDICATES ASCE 710 170 VULT/ EXPOSURE D.
 PLEASE NOTE THE PRESSURES ARE LOW WHEN COMPARED TO ASCE
 7-10 TABLE 30.7.2 COMPONENTS AND CLADDING PART 4 / V=
 160-200 MPH/ VULT/ H=90-160. PLEASE NOTE THE PROVIDED
 PRESSURES ARE EVEN LOWER THAN THE PRESSURES PREFORMED
 IN THE WIND TUNNEL TESTING FOR THIS BUILDING.
  
 2) BUILDING PROVISO: PROVIDE COMPLIANCE WITH / 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 D) ROOFING PRODUCTS AND ASSEMBLIES/ INSULATION/ ROOF
 TOP FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 3)BUILDING PROVISO: 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..
  
 4)2ND REQUEST. NANA WALL NOA 15-0226.05 SHEET 7 OF 8
 ADA SILL DETAIL INDICATES WHEN AN ADA/ FLUSH SADDLE IS
 USED, THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER
 INFILTRATION RESISTANCE IS REQUIRED BY THESE DOORS
 UNLESS UNITS ARE INSTALLED IN NON-HABITABLE AREAS WHERE
 THE UNITS AND THE AREAS ARE DESIGNED TO ACCEPT WATER
 INFILTRATION OR THEY ARE INSTALLED ONLY AT LOCATIONS
 PROTECTED BY A CANOPY OR OVERHANG WHERE BY THE OVERHANG
 (OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC.
  
 1ST ROUND OF COMMENTS. THE NANA WALL SYSTEM PLEASE
 PROVIDE THE HEIGHT OF THE BOTTOM TRACK AND WILL THE
 BOTTOM TRACK BE IN COMPLIANCE WITH BOTH ACCESSIBILITY
 AND THE REQUIRED PRESSURES FOR THIS BUILDING? ACCESS.
 CODE 404.3.3 THRESHOLDS. THRESHOLDS AND CHANGES IN
 LEVEL AT DOORWAYS SHALL COMPLY WITH 404.2.5. 404.2.5
 THRESHOLDS.
 THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH
 (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN
 LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303.
 EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19
 MM) HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE
 WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED
 TO COMPLY WITH 404.2.5.
  
 5)BUILDING PROVISO: SHEET A1.1 SHOWS A NEW A/C STAND
 PLEASE PROVIDE COMPLIANCE WHEN SUBMITTING THE ROOF TOP
 STAND PRODUCT APPROVAL, PLEASE IDENTIFY THE CALCULATION
 OF THE AREA OF THE ROOF TOP COMPRESSORS, THE MEAN ROOF
 HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED
 THE DESIGN PARAMETERS IN THE TABLES , ANCHORS AND
 UPLIFT VERSES MOMENT.
 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.
  
 6) COMPLIED. PLEASE SHOW COMPLIANCE WITH 2014 FBC-B
 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING
 ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT
 A HEIGHT EXCEEDING 16 FEET), 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 HIGH.
  
 7) BUILING PROVISO: THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER WELD
 OPERATOR PERFORMANCE QUALIFIACTION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARD. 2014 FBC-B
 2204.1 WELDING. THE DETAILS OF DESIGN, WORKMANSHIP AND
 TECHNIQUE FOR WELDING, INSPECTION OF WELDING AND
 QUALIFICATION OF WELDING OPERATORS SHALL CONFORM TO THE
 REQUIREMENTS OF THE SPECIFICATIONS LISTED IN SECTIONS
 2205, 2206, 2207, 2210 AND 2211.
  
 8)SEMI-COMPLIED. THE LIFESAFETY SHEET LS1.0 SHOWS THE
 TABLE AND CHAIR LAYOUT INSIDE, NO SEATING IS SHOWN ON
 THE EXTERIOR OF THE BUILDING, PLEASE PROVIDE COMPLIANCE
 WITH THE 2014 FL. ACCESSIBILITY CODE:
  
 8A) 2ND REQUEST. THE OUTSIDE SEATING AREA HAS 78 SEATS.
 78 X 0.05= 3.9 OR 4 ACCESSIBLE SEATS NEED TO BE SHOWN
 ON THE PLAN. THE PLAN ONLY SHOWS 3 OUTDOOR SEATS.
  
 1ST ROUND OF COMMENT. 226.1WHERE 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.
  
 8B) 226.2 DISPERSION. DINING SURFACES REQUIRED TO
 COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE
 OR FACILITY CONTAINING DINING SURFACES.
  
 8C) 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.
  
 8D) 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.
  
 9) 2ND REQUEST. APPROXIMATELY 488 SQUARE FEET OF
 INTERIOR A/C AREA IS BEING ADDED TO THE BUILDING, MAY
 REQUIRE IMPACT FEE ASSESSMENT.
 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.
  
 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 2016-10-17 Cont ID  
Sent By jwitmer Date 2016-10-17 Time 13:39 Rev Time 0.00
Received By jwitmer Date 2016-10-14 Time 11:01 Sent To  
Notes
2016-10-17 13:38:57BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16090560
 ADD: 600 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-267-1309
 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. OCT. 17/2016
 ACTION: DENIED
  
 1) SHEET S0.1 INDICATES PRESSURES FOR THIS BUILDING.
 THERE IS A TABLE FOR COMPONENTS AND CLADDING FOR
 PRESSURES FOR BUILDINGS GREATER THAN 60 FT. THE TABLE
 ITSELF IS NOT IDENTIFIED? THE DESIGN CRITERIA INDICATES
 ASCE 710 170 VULT/ EXPOSURE D. PLEASE NOTE THE
 PRESSURES ARE LOW WHEN COMPARED TO ASCE 7-10 TABLE
 30.7.2 COMPONENTS AND CLADDING PART 4 / V= 160-200 MPH/
 VULT/ H=90-160. PLEASE NOTE THE PROVIDED PRESSURES ARE
 EVEN LOWER THAN THE PRESSURES PREFORMED IN THE WIND
 TUNNEL TESTING FOR THIS BUILDING.
  
 2) PROVIDE COMPLIANCE WITH / 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 D) ROOFING PRODUCTS AND ASSEMBLIES/ INSULATION/ ROOF
 TOP FANS
 (G) PRE-ENGINEERED A/C STANDS
 3) 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..
  
 4) THE NANA WALL SYSTEM PLEASE PROVIDE THE HEIGHT OF
 THE BOTTOM TRACK AND WILL THE BOTTOM TRACK BE IN
 COMPLIANCE WITH BOTH ACCESSIBILITY AND THE REQUIRED
 PRESSURES FOR THIS BUILDING? ACCESS. CODE 404.3.3
 THRESHOLDS. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS
 SHALL COMPLY WITH 404.2.5. 404.2.5 THRESHOLDS.
 THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH
 (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN
 LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303.
 EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19
 MM) HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE
 WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED
 TO COMPLY WITH 404.2.5.
  
 5) SHEET A1.1 SHOWS A NEW A/C STAND PLEASE PROVIDE
 COMPLIANCE WHEN SUBMITTING THE ROOF TOP STAND PRODUCT
 APPROVAL, PLEASE IDENTIFY THE CALCULATION OF THE AREA
 OF THE ROOF TOP COMPRESSORS, THE MEAN ROOF HEIGHT OF
 THE STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN
 PARAMETERS IN THE TABLES , ANCHORS AND UPLIFT VERSES
 MOMENT.
 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.
  
 6) PLEASE SHOW COMPLIANCE WITH 2014 FBC-B 1509.6.4
 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING
 ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT
 A HEIGHT EXCEEDING 16 FEET), 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 HIGH.
  
 7) THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER WELD OPERATOR PERFORMANCE
 QUALIFIACTION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARD. 2014 FBC-B 2204.1 WELDING. THE DETAILS OF
 DESIGN, WORKMANSHIP AND TECHNIQUE FOR WELDING,
 INSPECTION OF WELDING AND QUALIFICATION OF WELDING
 OPERATORS SHALL CONFORM TO THE REQUIREMENTS OF THE
 SPECIFICATIONS LISTED IN SECTIONS 2205, 2206, 2207,
 2210 AND 2211.
  
 8) THE LIFESAFETY SHEET LS1.0 SHOWS THE TABLE AND CHAIR
 LAYOUT INSIDE, NO SEATING IS SHOWN ON THE EXTERIOR OF
 THE BUILDING, PLEASE PROVIDE COMPLIANCE WITH THE 2014
 FL. ACCESSIBILITY CODE:
  
 8A) 226.1WHERE 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.
  
 8B) 226.2 DISPERSION. DINING SURFACES REQUIRED TO
 COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE
 OR FACILITY CONTAINING DINING SURFACES.
  
 8C) 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.
  
 8D) 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.
  
 9) APPROXIMATELY 488 SQUARE FEET OF INTERIOR A/C AREA
 IS BEING ADDED TO THE BUILDING, MAY REQUIRE IMPACT FEE
 ASSESSMENT.
 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.
  
 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 E ELECTRICAL
Rev No 2 Status P Date 2017-05-30 Cont ID  
Sent By jpearson Date 2017-05-30 Time 13:24 Rev Time 0.00
Received By jpearson Date 2017-05-30 Time 13:24 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-09-28 Cont ID  
Sent By vperez Date 2016-09-28 Time 13:06 Rev Time 0.00
Received By vperez Date 2016-09-28 Time 13:06 Sent To  
Notes
2016-09-28 13:10:44PLEASE ADDRESS ZONING COMMENTS REGARDING APPROVAL OF
 EXTENSION, FOR A COMPLETE ELECTRICAL REVIEW AND
 APPROVAL, FURTHER CONMMENTS MAY FOLLOW.
  
 VAL PEREZ
 *6717
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-06-15 Cont ID  
Sent By wjolin Date 2017-06-15 Time 16:24 Rev Time 0.00
Received By wjolin Date 2017-06-15 Time 14:52 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2017-05-24 Cont ID  
Sent By wjolin Date 2017-05-24 Time 11:51 Rev Time 0.00
Received By wjolin Date 2017-05-24 Time 09:51 Sent To  
Notes
2017-05-24 11:27:12600 OKEECHOBEE BOULEVARD
 PERMIT #16090560
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SECOND REQUEST: NO LISTING SPECIFICATIONS OR
 INSTALLATION MANUAL PROVIDED FOR THE PIZZA OVEN OR
 WOOD-FIRED GRILL. PER NFPA 1 SECTION 50.6 MINIMUM
 SAFETY REQUIREMENTS FOR COOKING EQUIPMENT. COOKING
 EQUIPMENT SHALL BE APPROVED BASED ON THE LISTINGS BY A
 TESTING LABORATORY.
  
 PLANS INDICATE THE INSTALLATION OF A WOOD-FIRED GRILL.
 PROVIDE EQUIPMENT SPECIFICATIONS. HOW WILL THIS GRILL
 BE OPERATED AND PROTECTED IN ACCORDANCE WITH NFPA 96 -
 CHAPTER 14: SOLID FUEL COOKING OPERATIONS? SOLID
 COOKING OPERATIONS AND DESIGN SHALL COMPLY WITH NFPA
 96. FOR EXAMPLE: PER SECTION 14.9.2.1. FUEL STORAGE
 SHALL NOT EXCEED A ONE-DAY SUPPLY WHERE STORAGE IS
 LOCATED IN THE SAME ROOM AS THE SOLID FUELED APPLIANCE,
 OR IN THE SAME ROOMS AS THE FUEL-LOADING OR CLEAN-OUT
 DOORS. SECTION14.9.3.7.3 APPLIANCES WITH FIREBOXES OVER
 5 FT3 THE WATER SOURCE SHALL BE A FIXED PIPE WATER
 SYSTEM WITH A HOSE OF ADEQUATE LENGTH TO REACH THE
 COMBUSTION AND COOKING CHAMBERS OF THE APPLIANCE. ALL
 OVEN ASH SHALL BE REMOVED FROM THE ASH COMPARTMENT AT
 LEAST ONCE PER DAY. THE ASH SHALL BE SPRAYED ADEQUATELY
 WITH WATER BEFORE REMOVAL TO EXTINGUISH ANY HOT ASH OR
 CINDERS AND TO CONTROL THE DUST WHEN THE ASH IS MOVED.
 SECTION 14.9.3.8.1 A HEAVY METAL CONTAINER OR CART
 (MINIMUM 16 GAUGE) WITH A COVER SHALL BE PROVIDED FOR
 THE REMOVAL OF ASH. THE ASH REMOVAL CONTAINER OR CART
 SHALL NOT EXCEED A MAXIMUM OF 20 GAL CAPACITY, SHALL BE
 ASSIGNED FOR THIS ONE PURPOSE, SHALL BE ABLE TO BE
 HANDLED EASILY BY ANY EMPLOYEE ASSIGNED THE TASK, AND
 SHALL PASS EASILY THROUGH ANY PASSAGEWAY TO THE OUTSIDE
 OF THE BUILDING. THE CONTAINER OR CART SHALL ALWAYS BE
 COVERED WHEN IT IS BEING MOVED THROUGH THE PREMISES.
  
 SHEET A1.3: THE GREASE FILTERS AND GREASE CUP IS
 LOCATED MORE THAN 12 FEET ABOVE THE FLOOR. HOW WILL
 THIS SPACE BE ACCESSED FOR ROUTINE CLEANING?
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-09-23 Cont ID  
Sent By wjolin Date 2016-09-23 Time 14:27 Rev Time 0.00
Received By wjolin Date 2016-09-23 Time 13:35 Sent To  
Notes
2016-09-23 14:27:26600 OKEECHOBEE BOULEVARD
 PERMIT #16090560
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE MECHANICAL SCHEDULES INDICATE TWO KITCHEN EXHAUST
 HOODS TO BE PROVIDED; HOWEVER, THE PLANS APPEAR TO ONLY
 INDICATE ONE HOOD. PLEASE CLEARLY LOCATE BOTH HOODS IF
 THIS IS THE DESIGN INTENT.
  
 IS THE PIZZA OVEN PROTECTED WITH AN EXHAUST HOOD OR IS
 IT A DIRECT VENT APPLIANCE? IS AUTOMATIC SUPPRESSION
 BEING PROVIDED FOR THE PIZZA OVEN? PROVIDE EQUIPMENT
 SPECIFICATIONS.
  
 PLANS INDICATE THE INSTALLATION OF A WOOD-FIRED GRILL.
 PROVIDE EQUIPMENT SPECIFICATIONS. HOW WILL THIS GRILL
 BE OPERATED AND PROTECTED IN ACCORDANCE WITH NFPA 96 -
 CHAPTER 14: SOLID FUEL COOKING OPERATIONS?
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2016-10-11 Cont ID  
Sent By gjohnson Date 2016-10-11 Time 08:46 Rev Time 0.00
Received By gjohnson Date 2016-10-11 Time 08:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-06-30 Cont ID  
Sent By lmarchan Date 2017-06-30 Time 07:43 Rev Time 0.00
Received By lmarchan Date 2017-06-27 Time 14:48 Sent To  
Notes
2017-06-28 14:49:04C24
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2017-06-20 Time   Rev Time 0.00
Received By lmarchan Date 2017-06-06 Time 13:41 Sent To  
Notes
2017-06-07 13:43:25C24
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-05-30 Cont ID  
Sent By jpearson Date 2017-05-30 Time 13:32 Rev Time 0.00
Received By jpearson Date 2017-05-30 Time 13:32 Sent To  
Notes
2017-05-15 15:56:52C24
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-10-17 Cont ID  
Sent By jwitmer Date 2016-10-17 Time 13:39 Rev Time 0.00
Received By jwitmer Date 2016-09-15 Time 14:59 Sent To  
Notes
2016-09-16 14:59:50C06
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2017-06-20 Cont ID  
Sent By jwitmer Date 2017-06-20 Time 15:18 Rev Time 0.00
Received By jwitmer Date 2017-06-20 Time 15:18 Sent To  
Notes
2017-06-20 15:20:45PLANS ARE STAMPED BY PALM BEACH COUNTY IMPACT OFFICE,
 NO FEES DUE.
 6/08/2017
 PERMIT TECH: MAB
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2017-05-30 Cont ID  
Sent By jwitmer Date 2017-05-30 Time 07:15 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2017-05-30 07:22:03IMPACT 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 BN, PX, 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 2016-10-17 Cont ID  
Sent By jwitmer Date 2016-10-17 Time 13:39 Rev Time 0.00
Received By jwitmer Date 2016-10-17 Time 10:53 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-06-29 Cont ID  
Sent By ccole Date 2017-06-29 Time 15:22 Rev Time 0.00
Received By ccole Date 2017-06-29 Time 14:27 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-06-12 Cont ID  
Sent By ccole Date 2017-06-12 Time 08:37 Rev Time 0.00
Received By ccole Date 2017-06-12 Time 07:43 Sent To  
Notes
2017-06-12 09:14:413RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16090560
 6/12/17
  
 1) THE DWLK EXHAUST DUCT MUST BE INSTALLED IN A
 FIRE-RATED ENCLOSURE FROM THE POINT IT PENTRATES THE
 CEILING, AND PASSES THROUGH THE ABOVE-CEILING SPACE TO
 THE EXTERIOR WALL- PLEASE SEE PAGE 5 OF THE SUBMITTED
 MARRA FORNI FACTORY DUCT SPECIFICATIONS. IT IS ALSO
 IMPORTANT TO NOTE THAT, PER THE SPECS, THE DUCT
 WRAPPING CANNOT BE INSTALLED TO REDUCE CLEARANCES OR TO
 CREATE SOME TYPE
  
 OF FIRE PROTECTIVE ENCLOSURE.
  
 2) CLEANOUTS FOR THE TWO EXHAUST DUCTS MUST BE LOCATED
 AT THE CHANGES OF DIRECTION ABOVE THE DRYWALL CEILING
 WHICH WILL REQUIRE THE INSTALLATION OF ACCESS PANELS-
 SEE PAGE 5 OF THE SPECS AND SECTION 506.3.9 FBC-14
 MECHANICAL. SHOW WHERE THE PANELS WILL BE LOCATED AND
 PROVIDE DETAILS.
  
 3) ADVISORY: THE SUBMITTED SPECS FOR THE GRILLWORKS
 WOOD-FIRED GRILL INDICATE THE APPLIANCE IS NOT
 CURRENTLY UL 2162 LISTED AND LABELED AS REQUIRED BY
 SECTION 917.1- SEE PAGE 5 OF THE INSTALLATION
 INSTRUCTIONS. IF CHOOSING TO INSTALL THE APPLIANCE
 PLEASE NOTE THAT A THIRD PARTY TESTING SERVICE MUST BE
 EMPLOYED TO PROVIDE FIELD TESTING AND LABELING.
  
 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 2 Status F Date 2017-05-22 Cont ID  
Sent By ccole Date 2017-05-22 Time 15:00 Rev Time 0.00
Received By ccole Date 2017-05-22 Time 11:18 Sent To  
Notes
2017-05-22 15:47:302ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16090560
 5/22/17
  
 1) SHEET M1.1: IT APPEARS THAT THE DISCHARGE OUTLETS
 FOR EXHAUST FANS KEF-1 & 2 ARE LESS THAN THE REQUIRED
 10' CLEARANCE DISTANCE TO THE BUILDING AND POARAPET
 WALLS- SEE SECTION 506.3.13.3 AND RELOCATE THE FANS.
  
 2) SUBMIT A PRODUCT DATA SHEET FOR THE DWKL PIZZA OVEN
 EXHAUST DUCT THAT VERIFIES THE DUCT IS UL 2221 LISTED
 AND LABELED AS A GREASE ENCLOSURE- SECTION 506.3.11.3.
  
 3) AS PREVIOUSLY REQUESTED THE NEWFINISHED BUILDING
 CLASSIFICATION SHOWN IN THE ENERGYGAUGE PROJECT SUMMARY
 MUST BE CHANGED TO ADDITION.
  
 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 1 Status F Date 2016-09-22 Cont ID  
Sent By ccole Date 2016-09-22 Time 10:15 Rev Time 0.00
Received By ccole Date 2016-09-22 Time 10:15 Sent To  
Notes
2016-09-22 10:39:301ST REVIEW FBC-2014 MECHANICAL, EXISTING BUILDING,
 ENERGY CONSERVATION CODES
 PERMIT #16090560
 9/22/16
  
 1) REFER TO SECTION 809.2 FBC-14 EXISTING BUILDING CODE
 AND PROVIDE A O/A VENTILATION CALCULATION FOR THE
 EXPANDED DINING ROOM AND KITCHEN AREA PER TABLE 403.3
 FBC-14 MECHANICAL. PROVIDE A SCHEDULE THAT INDICATES
 THE REQUIRED AND PROVIDED CFMS OF OUTDOOR AIR.
  
 2) THE SUBMITTED AC CALCULATIONS INDICATE 100 CFMS OF
 OUTDOOR VENTILATION AIR. PLEASE CLARIFY HOW THE AIR IS
 BEING PROVIDED TO THE AHU'S- NO O/A DUCTS ARE SHOWN.
  
 3) THE SUBMITTED ENERGYGAUGE COMPLIANCE FORM INDICATES
 "NEW FINISHED BUILDING" ON PAGE 2. THE PLANS ARE
 INDICATING AN EXTENSION OF CONDITIONED SPACE WHICH IS
 DEFINED AS AN ADDITION- SEE SECTION 202 FBC-14 ENERGY
 CONSERVATION. PLEASE CORRECT THE CALCS.
  
 4) PLEASE PLACE A NOTE ON THE PLANS INDICATING SEPARATE
 PLANS AND PERMITS ARE REQUIRED FOR THE NEW EXHAUST
 HOODS AND FIRE SUPPRESSION SYSTEMS. PLEASE NOTE THAT
 THE REQUIREMENT FOR MAKEUP AIR TEMPERATURE WILL BE
 REVIEWED UNDER THAT PERMIT- REFER TO SECTION 508.1.1.
  
 5) STRUCTURAL DETAILS AND WIND LOAD DESIGN CRITERIA FOR
 INSTALLATION OF THE ROOF TOP MECHANICAL EQUIPMENT NOT
 PROVIDED- SECTION 301.15.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-10-04 Cont ID  
Sent By gjohnson Date 2016-10-04 Time 13:26 Rev Time 0.00
Received By gjohnson Date 2016-10-03 Time 12:13 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2017-06-29 Cont ID  
Sent By eschneid Date 2017-06-29 Time 16:28 Rev Time 0.25
Received By eschneid Date 2017-06-29 Time 16:28 Sent To PC
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2017-06-15 Cont ID  
Sent By eschneid Date 2017-06-15 Time 14:05 Rev Time 0.25
Received By eschneid Date 2017-06-15 Time 13:45 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2017-05-26 Cont ID  
Sent By eschneid Date 2017-05-26 Time 13:55 Rev Time 0.50
Received By eschneid Date 2017-05-25 Time 15:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2016-09-27 Cont ID  
Sent By eschneid Date 2016-09-27 Time 11:53 Rev Time 1.00
Received By eschneid Date 2016-09-26 Time 15:45 Sent To  
Notes
2016-09-27 11:55:31FAILED
  
 1) THE MINOR AMENDMENT FOR THE POOL BAR HAS NOT BEEN
 APPROVED. ZONING WILL NOT APPROVE THIS PERMIT UNTIL THE
 INFORMATION REQUIRED TO APPROVE THE MINOR AMENDMENT HAS
 BEEN SUBMITTED TO THE PLANNING DIVISION.
  
 2) USE THE SAME NOMENCLATURE FOR THE OUTDOOR SEATING.
 IT IS REFERRED TO BAR TERRACE ON SOME SHEETS AND
 OUTDOOR DINING ON OTHERS.
  
 3) THE EXTENT OF THE OPEN TO SKY TERRACE AND HOW IT IS
 IMPACTED BY THE NEW TRELLIS COLUMNS SHALL BE INCLUDED
 ON THE PARTIAL FLOOR PLAN.
  
 4) PROVIDE HOW THE LANDSCAPE ADJACENT TO THE OPEN TO
 SKY TERRACE WILL BE IMPACTED BY THE NEW TRELLIS COLUMNS
 WITH THIS PERMIT AND A SEPARATE LANDSCAPE PERMIT WILL
 NOT BE REQUIRED.
  
 5) PROVIDE VERIFICATION THAT THE NEW CONDENSING UNIT ON
 TOP OF THE EQUIPMENT RACK IS SCREENED FROM THE EXTERIOR
 OF THE SITE. THE FAN DISCHARGE IS CALLED OUT TO BE
 BELOW THE PARAPET BUT NO MENTION OF THE CONDENSING UNIT
 IS PROVIDED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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