Plan Review Details - Permit 19091166
Plan Review Stops For Permit 19091166
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Rev No 1 Status P Date 2020-03-09 Cont ID  
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Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2020-02-11 Cont ID  
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***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2019-11-05 Cont ID  
Sent By jwitmer Date 2019-11-05 Time 14:59 Rev Time 0.00
Received By jwitmer Date 2019-11-05 Time 08:17 Sent To  
Notes
2019-11-05 14:59:32ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2020-11-05 Cont ID  
Sent By jwitmer Date 2020-11-05 Time 10:13 Rev Time 0.00
Received By jwitmer Date 2020-11-05 Time 09:17 Sent To  
Notes
2020-11-05 10:05:28WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19091166
 ADD: 700 S. ROSEMARY AVE. SUITE: 112
 CONT: STANSELL PROPERTIES & DEVELOPMENT LLC
 TEL: 404-437-8254
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 4TH REVIEW
 DATE: SEPT. 30/2020
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTAL ROOFING PRODUCT
 APPROVAL AND ROOF PERMIT.
 PLEASE BE ADVISED THE SUBMITTED 133 PAGE TEST REPORT
 FROM NEMO ETC. TEST REPORT FOR GAF THERMOPLASTIC (PVS &
 PVCKEE) ROOF SYSTEMS REFERENCE THE FL. REPORT FL
 3443-R31. IN THIS REPORT NONE OF THE SUB-SYSTEMS WERE
 IDENTIFIED. SUBMIT THE FLORIDA REPORT WITH COVER SHEETS
 AND TECHNICAL SHEETS.
  
 ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
 2) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2020-09-30 Cont ID  
Sent By jwitmer Date 2020-09-30 Time 15:01 Rev Time 0.00
Received By jwitmer Date 2020-09-30 Time 14:44 Sent To  
Notes
2020-09-30 15:04:00WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19091166
 ADD: 700 S. ROSEMARY AVE. SUITE: 112
 CONT: STANSELL PROPERTIES & DEVELOPMENT LLC
 TEL: 404-437-8254
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 4TH REVIEW
 DATE: SEPT. 30/2020
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTAL ROOFING PRODUCT
 APPROVAL AND ROOF PERMIT.
 PLEASE BE ADVISED THE SUBMITTED 133 PAGE TEST REPORT
 FROM NEMO ETC. TEST REPORT FOR GAF THERMOPLASTIC (PVS &
 PVCKEE) ROOF SYSTEMS REFERENCE THE FL. REPORT FL
 3443-R31. IN THIS REPORT NONE OF THE SUB-SYSTEMS WERE
 IDENTIFIED. SUBMIT THE FLORIDA REPORT WITH COVER SHEETS
 AND TECHNICAL SHEETS.
  
 ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-08-24 Cont ID  
Sent By jwitmer Date 2020-08-24 Time 11:28 Rev Time 0.00
Received By jwitmer Date 2020-08-24 Time 09:00 Sent To  
Notes
2020-08-24 11:21:26WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19091166
 ADD: 700 S. ROSEMARY AVE. SUITE: 112
 CONT: STANSELL PROPERTIES & DEVELOPMENT LLC
 TEL: 404-437-8254
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: 3RD REVIEW
 ACTION: DENIED
  
 1-2) COMPLIED.
  
 3-4 BUILDING PROVISO/ DEFERRED SUBMITTAL ROOFING
 PRODUCT APPROVAL AND ROOF PERMIT.
 PLEASE BE ADVISED THE SUBMITTED 133 PAGE TEST REPORT
 FROM NEMO ETC. TEST REPORT FOR GAF THERMOPLASTIC (PVS &
 PVCKEE) ROOF SYSTEMS REFERENCE THE FL. REPORT FL
 3443-R31. IN THIS REPORT NONE OF THE SUB-SYSTEMS WERE
 IDENTIFIED. SUBMIT THE FLORIDA REPORT WITH COVER SHEETS
 AND TECHNICAL SHEETS.
  
 ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
 5-8) COMPLIED.
  
 9) RESPONSE INDICATES TO SEE SHEET S-1 FOR NEW
 PRESSURES. THE PRESSURES GIVEN ARE FOR 20, 100, AND 500
 SQ. FT. THE PRESSURES ARE NOT IDENTIFIED AS THEY ARE
 FOR WHAT ZONE, ROOF ZONES 1, 2 OR 3 OR IF THEY ARE FOR
 WALL ZONES 4 OR 5. SINCE WE HAVE ROOF MODIFICATIONS AND
 WALL MODIFICATIONS (WINDOWS & DOORS) THERE SHOULD BE
 PRESSURES POSITIVE AND NEGATIVE FOR EACH ZONE AND EACH
 CHART IDENTIFYING THE ZONE. THE CHARTS IN BOTH THE 2017
 FBC-B 1609 AND ASCE 7-10 LIST IN THE CHARTS THE
 EFFECTIVE WIND AREAS FOR 10, 20 50 100, & 500 SQ. FT.
 PLEASE DO THE SAME, THANK YOU.
 THE OTHER ISSUE IS IN THE PRESSURES GIVEN THE CHART
 INDICATES THE PRESSURES AS 0.7746 VULT. THE PRESSURES
 NEED TO BE GIVEN IN VASD SINCE ALL OF THE PRODUCT
 APPROVALS ARE LISTED AS VASD.
  
 10) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORK HOURS ARE 8:00- 12:00 NOON.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-02-11 Cont ID  
Sent By rmcphers Date 2020-02-11 Time 15:37 Rev Time 0.00
Received By rmcphers Date 2020-02-11 Time 09:37 Sent To  
Notes
2020-02-11 15:36:56RESTAURANT BUILDOUT
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
 CORRECTIONS NEEDED -
 1) PLEASE NOTE ON THE DRAWINGS THAT TERMITE PROTECTION
 IS REQUIRED FOR THE REPLACEMENT SLAB PER FBC 1816
 2) PLEASE PROVIDE THE STRUCTURAL DETAILS FOR THE ROOF
 TOP SHAFT TERMINATION - SHOW ALL MATERIALS AND
 ATTACHMENTS.(FRAMING, PLYWOOD ATTACHMENTS ETC.) FBC
 1609.1
 3) PLEASE PROVIDE A ROOFING PERMIT APPLICATION FOR THE
 ROOF TOP SHAFT TERMINATION ROOF. ( IF NOT PROVIDED -
 THE ROOFING WILL BE A PROVISO ITEM (DEFFERRED)).
 4) PLEASE PROVIDE ROOFING PRODUCT APPROVALS. FBC 1503
 5) PLEASE PROVIDE THE COMPLETE (FRONT PAGES AND
 INSTALLATION INSTRUCTIONS) PRODUCT APPROVALS THAT ARE
 LISTED ON THE DRAWINGS FOR THE WINDOWS AND DOORS.
 (PRODUCT APPROVALS PROVIDED ARE NOT LISTED ON THE
 DRAWINGS AND ARE NOT COMPLETE). FBC 1609.1.2
 6) DOOR MARKED (101) CANNOT BE AN INSWING DOOR - FBC
 1010.1 " DOORS PROVIDED FOR EGRESS PURPOSES IN NUMBERS
 GREATER THAN REQUIRED BY THIS CODE SHALL MEET THE
 REQUIREMENTS OF THIS SECTION".
 7) DOOR MARKED (108A)" WOMANS TOILET ROOM"NEEDS TO MEET
 ADA REQUIREMENTS. DOOR SCHEDULE SHOWS A 2 FOOT WIDE
 DOOR. FBC ACCESSIBILITY 404.2.3
 8) ROOF TOP AC ATTACHMENTS - SHOW ALL ATTACHMENT SIZES,
 TYPES, LENGTHS ETC. FBC WPB AMENDMENTS 107
 9) WIND DESIGN PRESSURES SHOWN ON DRAWING S1.0 - APPEAR
 TO BE VERY HIGH - PLEASE RE EVALUATE - ROOF HEIGHT 58'?
 - PRODUCT APPROVALS ARE REQUIRED TO MEET THE DESIGN
 PRESSURES SHOWN.
 10) ANY DEFERRED SUBMITTALS WILL NEED TO BE IN WRITING.
 (PRODUCT APPROVALS, ROOFING SYSTEM ETC.)
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-11-05 Cont ID  
Sent By jwitmer Date 2019-11-05 Time 14:58 Rev Time 0.00
Received By jwitmer Date 2019-11-05 Time 08:17 Sent To  
Notes
2019-11-05 14:58:102017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19091166
 ADD: 700 S. ROSEMARY AVE. # 112
 CONT: TBD/ TO BE DETERMINED
 TEL: ?????????
 E-MAIL: [email protected] CONTACT: HOLLAND MARTIN
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. NOV. 05/ 2019
 ACTION: DENIED
  
 1) SHEET 004_EM1.1.:
  
 1A) IN THE DINING RM. I/ 101 THE SET OF DOUBLE EGRESS
 DOORS ARE IN-SWING. PLEASE REVIEW THE 2017 FBC-B
 SECTION 1010.1.2.1. DIRECTION OF SWING.
  
 1B) THE EXTERIOR PATIO I PLEASE PROVIDE ADDITIONAL
 INFORMATION ABOUT THIS ASSEMBLY AREA. DOES THIS AREA
 HAVE A CANVAS TYPE COVERING? IT WOULD APPEAR THERE IS
 AN ENCLOSURE AROUND 3 OF THE SIDES IS THERE FENCING OR
 LATTICE ON THE 3 SIDES PREVENTING EXITING ON THESE
 SIDES? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 1C) THE CODE ANALYSIS PLEASE BREAK OUT THE DIFFERENCE
 IN FIXED SEATING (FBC-B 1004.4) WITHOUT ARM DIVIDERS TO
 BE TAKEN AT EVERY 18 INCHES OF SEAT LENGTH, (LINEAR
 FOOT) NOT SQUARE FEET. PLEASE RECALCULATE BENCH SEATING
 FOR THE DINING ROOM II, BAR DINING AND THE 3
 SEMI-CIRCULAR BANQUET SEATS, PLEASE TAKE THE LINEAR
 MEASUREMENT AT THE SEATBACK.
  
 1D) THE CODE REQUIRES US TO USE THE OCCUPANT LOAD
 FACTOR FOR THE OCCUPANT LOAD AS WELL AS FOR SIZING OF
 THE EGRESS OPENINGS, NOT THE ALLOWABLE, WORST CASE
 SCENARIO. FBC-B TABLE 1004.1.2.
  
 1E) PLEASE REVIEW DOOR 119 AND DOOR 120. THIS BUILDING
 AND MANY IN CITY PLACE WERE BUILT WITH THE MALL CONCEPT
 IN MIND. THAT BEING SAID THE BACK OF HOUSE CORRIDOR IS
 ACTUALLY AN EXIT PASSAGEWAY BOTH THE SECONDARY MEANS OF
 EGRESS DOOR 120 (FBC-B 402.8.6.1) AND THE STORAGE DOOR
 119 SERVICE AREAS FRONTING ON THE EXIT PASSAGEWAY
 (FBC-B 402.8.7) BOTH REQUIRE 1 HOUR FIRE BARRIER IN
 ACCORDANCE WITH SECTION 707 AND THE FIRE PROTECTION OF
 OPENINGS IN FIRE BARRIERS SHALL NOT BE LESS THAN 1
 HOUR, FBC-B 402.8.7, AND TABLE 716.5.
  
 2) SHEET 047_S1.0 GENERAL NOTE # 1 INDICATES THE
 STRUCTURAL DESIGN IS TO THE 2015 FLORIDA CONSTRUCTION
 CODE. PLEASE UPDATE THE PLANS TO THE 2017 FLORIDA
 BUILDING CODE- BUILDING.
  
 3) THE STRUCTURAL SHEETS SHOW VARIOUS DETAILS WHERE
 EITHER BOLTED OR WELDED CONNECTIONS WILL BE REQUIRED.
 THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION. IN ACCORDANCE WITH THE
 AMERICAN WELDING SOCIETY.
 2017 FBC-B 2204.1 WELDING
 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 4A) THE DOOR SCHEDULE SHEET A9.1 INDICATED THE
 INSTALLATION OF NEW EXTERIOR DOORS WITH THE FLORIDA
 APPROVAL NUMBER FL 7237.2 PLEASE UPLOAD THE FLORIDA
 APPROVALS TO THE SUPPORTING DOCUMENTS FILE. LOAD THE
 APPROVAL AS ONE FILE. BEFORE SUBMITTING TO THE BUILDING
 DEPARTMENT PLEASE IDENTIFY ON THE PRODUCT APPROVAL
 BEFORE SUBMITTING TO DESIGNER OF RECORD AND BEFORE
 SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS
 WITH GLAZING, PLEASE IDENTIFY THE OPENING WIDTH &
 HEIGHT, TYPE OF GLAZING, MULLION SIZE, LENGTH IF
 UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2017 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 4B) W. P. B. 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..
 5) WITH THE INSTALLATION OF THE NEW EXTERIOR DOORS
 PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THIS
 PROJECT.
 2017 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:
  
 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 5.6 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 5.7 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 6) THE STRUCTURAL SHEETS SHOW THE BRACING OF THE ROOF
 TOP FRAMING FOR NEW ROOFTOP EQUIPMENT. SHEET M1.01
 SHOWS NEW ROOFTOP EXHAUST FANS, KITCHEN EXHAUST AND
 ROOF PROTECTION SYSTEMS. SHEET M-1.02 DETAIL 19
 PROVIDES ROOF TOP CURB DETAILS, RAIL SUPPORT FOR ROOF
 TOP MECHANICAL EQUIPMENT BUT THERE ARE NO ANCHORING
 DETAILS ON EITHER THE STRUCTURAL OR MECHANICAL SHEETS
 HOW THE CURBS ARE TO BE SECURED TO BAR JOIST AND
 ADDITIONAL ROOF TOP FRAMING MEMBERS? THE PLANS ARE ALSO
 DEFICIENT OF HOW THE MECHANICAL EQUIPMENT WILL BE
 ANCHORED TO THE ROOF TOP CURBING.
 LATERAL FORCE-RESISTING SYSTEM
 FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS,
 AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE
 EQUIPMENT ABOVE.
  
 2017 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.
  
 7A) NEITHER THE ARCHITECTURAL SHEETS NOR MECHANICAL
 SHEETS PROVIDE SCREENING DETAILS FOR THE ROOF TOP
 EQUIPMENT OR ANCHORING OF SAID SYSTEM. 2017 FBC-B
 ? 1509.6 MECHANICAL EQUIPMENT SCREENS.
 MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF
 THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN
 ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE
 BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER
 THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS
 SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
  
 7B) 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL EQUIPMENT
 SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN HEIGHT
 ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST POINT
 ON THE MECHANICAL EQUIPMENT SCREEN.
 EXCEPTION: WHERE LOCATED ON BUILDINGS OF TYPE IA
 CONSTRUCTION, THE HEIGHT OF MECHANICAL EQUIPMENT
 SCREENS SHALL NOT BE LIMITED.
  
 8) SHEET A3.1 SHOWS THE EXISTING AND NEW ROOFTOP
 EQUIPMENT BUT NOT HOW TO GAIN ACCESS TO THE ROOF TOP
 EQUIPMENT. PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B
 SECTION:
 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES HIGH OR WALKING ON ROOFS HAVING
 A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS
  
 9) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 10) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-02-24 Cont ID  
Sent By jleahy Date 2020-02-24 Time 10:29 Rev Time 0.00
Received By jleahy Date 2020-02-24 Time 09:26 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-10-07 Cont ID  
Sent By jleahy Date 2019-10-07 Time 11:49 Rev Time 0.00
Received By jleahy Date 2019-10-07 Time 11:26 Sent To  
Notes
2019-10-07 11:56:10FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE E101
  
 1) FAULT CURRENT CALCULATION TO BE ADDRESSED ON PLANS.
  
 2) NO LOAD CALCULATION SHOWN JUST A DEMAND AND AN
 ADJUSTED LOAD?
  
 PAGE E300
  
 1) STORAGE ROOM SHOWS A DISONNECT WITHOUT WORKING
 CLEARANCE?
  
 2) 225 KVE TRANSFORMER ABOVE CEILING 450.13(B)
  
 3) TRANSFORMER CUT SHEET. NEEDED.
  
 4) TRANSFORMER NOT IN A ROOM? 450.21(B)
  
 PAGE E301
  
 1) PLEASE INDICATE WHICH OUTLETS WILL BE GFCI 210.8(B)
 KITCHEN 15 AND 20A RECEPTACLES TO BE GFCI PROTECTED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-03-02 Cont ID  
Sent By pleduc Date 2020-03-02 Time   Rev Time 0.00
Received By pleduc Date 2020-03-02 Time 12:11 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-10-04 Cont ID  
Sent By pleduc Date 2019-10-04 Time   Rev Time 0.00
Received By pleduc Date 2019-10-04 Time 09:55 Sent To  
Notes
2019-10-04 14:30:00THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET EM 1.1 - THERE IS AN INDICATION OF AN EXIT
 DOOR, #101, SWINGING AGAINST THE PATH OF TRAVEL.
  
 PER NFPA 101, CH 7 MEANS OF EGRESS
  
 7.2.1.4.2 DOOR LEAF SWING DIRECTION. DOOR LEAVES
 REQUIRED TO BE
 OF THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING
 IN THE
 DIRECTION OF EGRESS TRAVEL UNDER ANY OF THE FOLLOWING
 CONDITIONS:
 (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD
 OF 50 OR
 MORE, EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS:
 (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE
 REQUIRED TO
 SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED
 BY 7.2.4.3.8.1 OR 7.2.4.3.8.2.
 (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED
 TO
 SWING IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING
 HEALTH
 CARE OCCUPANCIES, AS PROVIDED IN CHAPTER 19.
 (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT
 ENCLOSURE, UNLESS
 THE DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT
 OPENS
 DIRECTLY INTO AN EXIT ENCLOSURE
 (3) WHERE THE DOOR OPENING SERVES A HIGH HAZARD
 CONTENTS AREA
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 2) SHEET A 1.1 - IN THE TRAVEL PATH TO THE REAR EXIT,
 THERE APPEARS TO BE EQUIPMENT LOCATED ALONG THE WAY
 THAT CAN BE DISLODGED AND/OR IS AN OBSTRUCTION.
  
 ADDITIONALLY, THE LOCATED EQUIPMENT MAY EXTEND INTO THE
 REQUIRED EXIT WIDTH; HOWEVER, NO DIMENSIONS ARE
 PROVIDED.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS
  
 7.1.10.1* MAINTENANCE. MEANS OF EGRESS SHALL BE
 CONTINUOUSLY
 MAINTAINED FREE OF ALL OBSTRUCTIONS OR IMPEDIMENTS TO
 FULL INSTANT
 USE IN THE CASE OF FIRE OR OTHER EMERGENCY.
 7.1.10.2 FURNISHINGS AND DECORATIONS IN MEANS OF
 EGRESS.
 7.1.10.2.1 NO FURNISHINGS, DECORATIONS, OR OTHER
 OBJECTS SHALL
 OBSTRUCT EXITS OR THEIR ACCESS THERETO, EGRESS THERE
 FROM, OR
 VISIBILITY THEREOF.
  
 7.3.4 MINIMUM WIDTH.
 7.3.4.1 THE WIDTH OF ANY MEANS OF EGRESS, UNLESS
 OTHERWISE
 PROVIDED IN 7.3.4.1.1 THROUGH 7.3.4.1.3, SHALL BE AS
 FOLLOWS:
 (1) NOT LESS THAN THAT REQUIRED FOR A GIVEN EGRESS
 COMPONENT IN
 THIS CHAPTER OR CHAPTERS 11 THROUGH 43
 (2) NOT LESS THAN 36 IN. (915 MM) WHERE ANOTHER PART OF
 THIS
 CHAPTER AND CHAPTERS 11 THROUGH 43 DO NOT SPECIFY A
 MINIMUM WIDTH
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 3) SHEET A 9.1 - DOOR 100 & 101 INDICATES A DOOR LATCH
 TYPE HARDWARE SET WITH CYLINDER AND DEAD BOLTS .
  
 PER NFPA 101 CH 12, NEW ASSEMBLIES AND CH 7 MEANS OF
 EGRESS
  
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING
 AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE
 PERMITTED TO BE
 PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK
 IS PANIC
 HARDWARE OR FIRE EXIT HARDWARE COMPLYING WITH 7.2.1.7,
 UNLESS
 OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:
  
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 LOCKS AS
 PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO
 ACCESS-CONTROLLED EGRESS DOORS
 AS PERMITTED IN 12.2.2.2.6.
 12.2.2.2.4 LOCKING DEVICES COMPLYING WITH 7.2.1.5.5
 SHALL BE PERMITTED
 TO BE USED ON A SINGLE DOOR OR A SINGLE PAIR OF DOORS
 IF BOTH OF THE
 FOLLOWING CONDITIONS APPLY:
 (1) THE DOOR OR PAIR OF DOORS SERVE AS THE MAIN EXIT
 AND THE ASSEMBLY
 OCCUPANCY HAS AN OCCUPANT LOAD NOT GREATER THAN 500.
 (2) ANY LATCHING DEVICES ON SUCH A DOOR(S) FROM AN
 ASSEMBLY
 OCCUPANCY HAVING AN OCCUPANT LOAD OF 100 OR MORE ARE
 RELEASED
 BY PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
 7.2.1.7 PANIC HARDWARE AND FIRE EXIT HARDWARE.
 7.2.1.7.1 WHERE A DOOR ASSEMBLY IS REQUIRED TO BE
 EQUIPPED WITH
 PANIC OR FIRE EXIT HARDWARE, SUCH HARDWARE SHALL MEET
 ALL OF THE
 FOLLOWING CRITERIA:
 (1) IT SHALL CONSIST OF A CROSS BAR OR A PUSH PAD, THE
 ACTUATING
 PORTION OF WHICH EXTENDS ACROSS NOT LESS THAN ONE-HALF
 OF THE
 WIDTH OF THE DOOR LEAF.
 (2) IT SHALL BE MOUNTED AS FOLLOWS:
 (A) NEW INSTALLATIONS SHALL BE NOT LESS THAN 34 IN.
 (865 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (B) EXISTING INSTALLATIONS SHALL BE NOT LESS THAN 30
 IN. (760 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (3) IT SHALL BE CONSTRUCTED SO THAT A HORIZONTAL FORCE
 NOT TO EXCEED
 15 LBF (66 N) ACTUATES THE CROSS BAR OR PUSH PAD AND
 LATCHES.
  
 7.2.1.7.3 REQUIRED PANIC HARDWARE AND FIRE EXIT
 HARDWARE, IN OTHER
 THAN DETENTION AND CORRECTIONAL OCCUPANCIES AS
 OTHERWISE PROVIDED
 IN CHAPTERS 22 AND 23, SHALL NOT BE EQUIPPED WITH ANY
 LOCKING
 DEVICE, SET SCREW, OR OTHER ARRANGEMENT THAT PREVENTS
 THE RELEASE
 OF THE LATCH WHEN PRESSURE IS APPLIED TO THE RELEASING
 DEVICE.
 7.2.1.7.4 DEVICES THAT HOLD THE LATCH IN THE RETRACTED
 POSITION SHALL
 BE PROHIBITED ON FIRE EXIT HARDWARE, UNLESS SUCH
 DEVICES ARE LISTED
 AND APPROVED FOR SUCH A PURPOSE.
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE
 AND NARRATIVE.
  
  
  
 4) FS 8.0 - UNDER FIRE PROTECTION SYSTEM NOTES THE IS
 AN INDICATION OF A FIRE SUPPRESSION SYSTEM.
  
 THE FIRE SUPPRESSION SYSTEM SHALL BE SUBMITTED UNDER A
 SEPARATE PERMIT AND SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
 5) SHEETS M 104 & 105 - THERE ARE INDICATIONS OF A HOOD
 SYSYEM OVER THE KITCHEN EQUIPMENT.
  
 THE HOOD SYSTEM SHALL BE SUBMITTED UNDER A SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
 6) SHEETS SP 1.1 & 1.2 - THERE IS AN INDICATION OF A
 PATIO I DINING AREA THAT EXTENDS OUT INTO THE OPEN
 AREA; HOWEVER, THERE ARE NO DIMENSIONS OR LOCATIONS OF
 NEAREST OTHER STRUCTURES.
  
 THE CONCERN HERE IS THAT THIS EXTENSION DOES NOT REDUCE
 FREE EGRESS FROM OTHER AREAS OF THE PLAZA.
  
 PLEASE PROVIDE ALL APPLICABLE STRUCTURES WITH
 DIMENSIONS.
  
  
  
 7) SHEETS SP 1.1 & 1.2 - THERE IS AN INDICATIONS OF A
 PATIO I & PATIO II DINING AREAS THAT EXTENDS OUT INTO
 THE OPEN AREAS.
  
 WILL THERE BE ANY PROPOSED ROOF OR CANOPY STRUCTURES
 OVER THESE AREAS.
  
 PLEASE REVIEW AND PROVIDE COMMNETS AND/OR DETAILS.
  
  
  
 8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 9) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2020-03-10 Cont ID  
Sent By shill Date 2020-03-10 Time 05:54 Rev Time 0.00
Received By shill Date 2020-03-07 Time 17:31 Sent To  
Notes
2020-03-10 05:55:11REVIEWED REMOTELY BY TIM HUNT
 PROVISO BOTH PLB AND GAS ON SHT. P100.
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2019-11-07 Cont ID  
Sent By shill Date 2019-11-07 Time 07:32 Rev Time 0.00
Received By shill Date 2019-11-07 Time 07:32 Sent To  
Notes
2019-11-07 07:32:55GAS 1ST REVIEW**DENIED**19091166
 1. YOU ONLY SUPPLIED A FLAT DRAWING. PER FBC 107.3.5 A
 GAS ISOMETRIC RISER IS REQUIRED. SUBMIT AN ISOMETRIC
 DRAWING THAT CLEARLY SHOWS THE LENGTH OF ALL CUT
 SECTIONS OF PIPE PER 2017 FBC-FUEL GAS, SECS. 402.4.1,
 402.4.2.
  
 2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE
 CORRUGATED STAINLESS STEEL TUBING (IF APPLICABLE) FOR
 EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1.
  
 3. SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (GAS
 METER / MP REGULATOR / LP TANK) TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND / OR SYSTEM PER THE 2017
 FBC-FUEL GAS SEC.402.4.1, 402.4.2.
  
 4. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 ON THE PLAN PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3
 THRU 402.6
  
 5. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
 COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2017 FUEL GAS CODE SEC. 402.2, AND 301.3 OR 2017
 FBC-RES. SEC. G2404.3. GAS APPLIANCES SHALL BE LISTED
 AND LABELED. THE INSTALLATION MANUALS FOR ALL GAS
 APPLIANCES / EQUIPMENT SHALL BE ONSITE AT THE TIME OF
 INSPECTION. FGC SEC.305.1,
  
 6. SUBMIT COMBUSTION AIR CALCULATIONS FOR THE ADDED GAS
 APPLIANCES. WHERE COMBUSTION AIR IS PROVIDED BY THE
 BUILDING?S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
 SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
 ADDITION TO THE REQUIRED VENTILATION AIR. 2017 FBC-FUEL
 GAS SEC.304.9.3
  
 7. SUBMIT TWO COPIES OF THE APPLICABLE SIZING TABLES
 USED TO SIZE THE GAS SYSTEM OR PLACE A NOTE ON THE
 PLANS/DRAWINGS SPECIFYING WHICH SIZING TABLE(S) FROM
 THE GAS CODE OR OTHER STANDARD THAT WERE USED IN THE
 DESIGN OF THIS GAS SYSTEM. REFER TO THE 2017 FBC-FUEL
 GAS SECS. 401.4, 401.8, 402.3, AND TABLES 402.4 (1)
 THRU 402.4 (37)
  
 8. SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE
 PRESSURE REGULATORS. REGULATORS INSTALLED ON THE
 EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
 INSTALLATION. 2017 FGC SEC.410.1,
  
 9. SHT. P301 SHOWS 1.5? GAS PIPING BUT THIS CONFLICTS
 WITH HWH DETAIL AS IT SHOWS 2.5? PIPING. PLEASE
 CLARIFY. FBC 107.2.1
  
 10. SHT. P103 ADD TANKLESS WATER HEATERS TO GAS
 SCHEDULE. FBC 107.2.1
  
 11. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE,
 TERMINATION POINT, HEIGHT ABOVE THE ROOF AND ANCHORING
 DETAILS OF THE GAS VENT(S) PER 2017 FBC-FUEL GAS SECS.
 502 THRU 505. PLEASE SIZE EACH SECTION OF VENT PIPING
 AND CALL OUT MATERIAL TO BE USED AND INSTALLATION
 MANUAL FOR THAT MATERIAL.
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 TIM HUNT
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH ( CGA SOLUTIONS)
 [email protected]
 561-248-2703
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2020-11-09 Cont ID  
Sent By medwards Date 2020-11-09 Time 13:32 Rev Time 0.00
Received By medwards Date 2020-11-04 Time 16:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2020-10-13 Cont ID  
Sent By medwards Date 2020-10-13 Time 15:56 Rev Time 0.00
Received By medwards Date 2020-09-28 Time 15:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-09-21 Cont ID  
Sent By ccarvaja Date 2020-09-21 Time 13:13 Rev Time 0.00
Received By ccarvaja Date 2020-08-11 Time 11:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-03-10 Cont ID  
Sent By rmcphers Date 2020-03-10 Time 08:20 Rev Time 0.00
Received By rmcphers Date 2020-02-06 Time 08:36 Sent To  
Notes
2020-03-10 08:21:23EMAIL SENT TO PERMIT LIBRARY
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-11-07 Cont ID  
Sent By shill Date 2019-11-07 Time 07:39 Rev Time 0.00
Received By shill Date 2019-10-02 Time 15:23 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2020-03-10 Cont ID  
Sent By shill Date 2020-03-10 Time 10:04 Rev Time 0.00
Received By shill Date 2020-03-10 Time 10:04 Sent To  
Notes
2020-03-10 10:04:54NOT REQUIRED PER MICHELLE BONNANI (RESTAURANT OR STORE
 OK FOR THIS LOCATION, CANNOT ADD A DRIVE THROUGH)
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-11-05 Cont ID  
Sent By jwitmer Date 2019-11-05 Time 14:58 Rev Time 0.00
Received By jwitmer Date 2019-11-05 Time 08:17 Sent To  
Notes
2019-11-05 14:58:49IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2020-11-09 Cont ID  
Sent By medwards Date 2020-11-09 Time 13:30 Rev Time 0.00
Received By medwards Date 2020-11-09 Time 13:19 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2020-10-13 Cont ID  
Sent By medwards Date 2020-10-13 Time 15:41 Rev Time 0.00
Received By medwards Date 2020-10-13 Time 15:28 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2020-08-26 Cont ID  
Sent By medwards Date 2020-08-26 Time 13:55 Rev Time 0.00
Received By medwards Date 2020-08-26 Time 08:07 Sent To  
Notes
2020-08-26 13:57:193RD REVIEW FBC-2017 MECHANICAL
 PERMIT-19091166
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M-202: WHY DID THE CONDENSATE LINE REDUCE FROM
 1 ?? TO ??? FBC FS 107.2.1
  
 2) PLEASE PROVIDE DETAILS OF WHERE THE CONDENSATE IS
 BEING DRAINED TO AT THE EXTERIOR OF THE BUILDING. FBC
 FS 107.2.1
  
 3) NOTE 3 OF 2ND CYCLE REVIEW MENTIONED ?THE APPLIANCES
 DO NOT INDICATE THAT THEY HAVE BEEN TESTED IN
 ACCORDANCE WITH ANSI Z21.1, Z21.58 OR Z83.11?. ANSI
 Z21.1 AND Z21.58 DO NOT APPLY AS THEY ARE FOR
 RESIDENTIAL APPLIANCES. PLEASE NOTE THAT ANSI Z83.11-
 2013 EDITION DOES APPLY. THE COFC SUBMITTED REFERENCES
 ANSI Z 83.11-2006. AS WE ARE IN THE 2017 FLORIDA
 BUILDING CODE MECHANICAL AND IT REFERENCES ANSI
 Z83.11-2013 THE SUBMITTED DOCUMENT MUST BE CHANGED. THE
 COFC LETTER IS DATED 2008/10/20 BUT THE ANSI Z83.11-
 2006 VERSION. PLEASE PROVIDE A COFC WITH A DATE
 COINCIDING WITH THE 2013 EDITION OF ANSI Z83.11.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-02-25 Cont ID  
Sent By ccole Date 2020-02-25 Time 11:58 Rev Time 0.00
Received By ccole Date 2020-02-25 Time 07:23 Sent To  
Notes
2020-08-26 13:54:273RD REVIEW FBC-2017 MECHANICAL
 PERMIT-19091166
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M-202: WHY DID THE CONDENSATE LINE REDUCE FROM
 1 ?? TO ??? FBC FS 107.2.1
  
 2) PLEASE PROVIDE DETAILS OF WHERE THE CONDENSATE IS
 BEING DRAINED TO AT THE EXTERIOR OF THE BUILDING. FBC
 FS 107.2.1
  
 3) NOTE 3 OF 2ND CYCLE REVIEW MENTIONED ?THE APPLIANCES
 DO NOT INDICATE THAT THEY HAVE BEEN TESTED IN
 ACCORDANCE WITH ANSI Z21.1, Z21.58 OR Z83.11?. ANSI
 Z21.1 AND Z21.58 DO NOT APPLY AS THEY ARE FOR
 RESIDENTIAL APPLIANCES. PLEASE NOTE THAT ANSI Z83.11-
 2013 EDITION DOES APPLY. THE COFC SUBMITTED REFERENCES
 ANSI Z 83.11-2006. AS WE ARE IN THE 2017 FLORIDA
 BUILDING CODE MECHANICAL AND IT REFERENCES ANSI
 Z83.11-2013 THE SUBMITTED DOCUMENT MUST BE CHANGED. THE
 COFC LETTER IS DATED 2008/10/20 BUT THE ANSI Z83.11-
 2006 VERSION. PLEASE PROVIDE A COFC WITH A DATE
 COINCIDING WITH THE 2013 EDITION OF ANSI Z83.11.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
2020-02-25 12:36:392ND REVIEW FBC-2017 MECHANICAL
 PERMIT #19091166
 2/25/20
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M100: CORRECT THE PROJECT CODE COMPLIANCE DATA
 TO INDICATE THE CURRENT 2017 6TH EDITIONS OF THE
 FLORIDA BUILDING CODES.
  
 2) M103: ACCORDING TO NOTE #4 UNDER THE VENTILATION
 SCHEDULE THE O/A IS PROVIDING THE REQUIRED 530 CFMS OF
 COMBUSTION AIR, HOWEVER THE SCHEDULE INDICATES 389.6
 CFMS FOR THE KITCHEN. PLEASE REFER TO SECTION 304.9.3
 FBC FG: WHERE COMBUSTION AIR IS PROVIDED BY THE
 BUILDING'S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
 SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
 ADDITION TO THE REQUIRED VENTILATION AIR. IN ADDITION,
 PLEASE NOTE THAT THERE ARE NO SUPPLY DIIFFUSERS LOCATED
 AT THE COOKING LINE.
  
 3) M103: CORRECT THE SPLIT SYSTEM AC SCHEDULE WHICH IS
 INDICATING ALL 4 SYSTEMS SERVING THE DINING AREA. AHU 3
 & 4 ARE SUPPLYING THE PREP AND KITCHEN AREAS- SECTION
 107.2.1 WPB.
  
 4) M103: THE 14,500 CFMS FOR THE PRF-1 IN THE AIR
 BALANCE SCHEDULE DOESN'T MATCH THE 12,500 CFMS LISTED
 FOR THE FAN IN NTHE FAN SCHEDULE. PLEASE NOTE THE FAN
 IS MISLABELED REF-1 IN THE FAN SCHEDULE- SECTION
 107.2.1 WPB.
  
 5) M200: CORRECT NOTE #11 SPECIFYING CONDENSATE TO
 DRAIN INTO THE SANITARY SYSTEM WHICH IS PROHIBITED PER
 SECTION 90-126 WPB CODE OF ORDINANCES.
  
 6) 2ND REQUEST FOR ENGINEERING FOR INSTALLATION OF THE
 ROOFTOP MECHANICAL EQUIPMENT AND THE LOUVERED
 PENTHOUSE- SECTION 301.15 FBC M. PLEASE NOTE THE
 ENGINEERING MAY BE A DEFERRED SUBMITTAL IF REQUESTED-
 SEE SECTION107.3.4.1 WPB.
  
 7) THE SUBMITTALS FOR THE JADE GAS-FIRED COOKING
 APPLIANCES DO NOT INDICATE THE UNITS HAVE BEEN TESTED
 IN ACCORDANCE WITH ANSI Z21.1, Z21.58, OR Z83.11- SEE
 SECTION 623.1 FBC FG.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 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 2019-11-05 Cont ID  
Sent By ccole Date 2019-11-05 Time 14:56 Rev Time 0.00
Received By ccole Date 2019-11-05 Time 13:56 Sent To  
Notes
2019-11-05 15:21:211ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19091166
 11/5/2019
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE NEW
 AC SYSTEMS- SECTION C403.2.1 FBC-EC.
  
 2) COMMISSIONING OF THE MECHANICAL AND SERVICE WATER
 HEATING SYSTEMS IS REQUIRED PER SECTION C408.2 FBC-17
 ENERGY CONSERVATION. SUBMIT A COMMISSIONING PLAN AS
 OUTLINED IN SECTION C408.2.1 AND DESCRIBED IN SECTIONS
 C403.2.2- C408.2.3.3. PLEASE NOTE THAT A COPY OF THE
 COMMISSIONING REPORT SHALL BE SUBMITTED FOR REVIEW AT
 FINAL INSPECTION.
  
 3) SEPARATE PERMITS ARE REQUIRED FOR THE KITCHEN
 EXHAUST HOODS, FIRE SUPPRESSION SYSTEMS, AND THE WALKIN
 COOLER- SECTION 107.2.1 WPB. PLEASE PLACE A BOLD NOTE
 ON THE PLAN FOR CLARIFICATION.
  
 4) INDICATE HOW COMBUSTION AIR IS BEING PROVIDED TO THE
 NEW GAS COOKING APPLIANCES AND PROVIDE CALCULATIONS-
 SECTION 304 FBC FG. SUBMIT MANUFACTURER'S
 SPECIFICATIONS FOR THE GAS-FIRED COOKING APPLIANCES-
 SECTION 623.1 FBC FG. PLEASE NOTE THE SPECS MAY BE
 DEFERRED SUBMITTALS IN ACCORDANCE WITH
 SECTION107.3.4.1WPB.
  
 5) PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE NEW AIR
 HANDLERS. SHOW THE TYPE AND SIZE OF CONDENSATE PIPINGS,
 THE PIPING RUNS, AND DISCHARGE LOCATION- SECTION 307.2
 FBC M. PLEASE NOTE THAT CONDENSATE FROM COOLING COILS
 SHALL NOT DRAIN INTO THE CITY SANITARY SYSTEM- SECTION
 90-126 WPB CODE OF ORDINANCES.
  
 6) PROVIDE ENGINEERING FOR INSTALLATION OF THE ROOFTOP
 MECHANICAL EQUIPMENT AND THE LOUVERED PENTHOUSE-
 SECTION 301.15 FBC M.
  
 7) CLARIFY IF THE NEW AC SYSTEMS ARE INCLUDED IN THE
 $950,000 JOB VALUE. REFER TO THE NOTE ON SHEET M400
 THAT STATES THE AC SYSTEMS ARE LANDLORD SUPPLIED AND
 CLARIFY IF THE NEW COST OF THE SYSTEMS ARE INCLUDED IN
 THE $950,000 JOB VALUE- SEE SECTION 109.3 WPB AND
 SUBMIT COPIES OF CONTRACTS, INVOICES, ETIMATES ETC.
  
 8) THE MECHANICAL ENGINEER OF RECORD JOHN M.THOMAS MAY
 NOT SELF-CERTIFY HIS SEAL AND SIGNATURE. THE SEAL AND
 SIGNATURE MUST HAVE THIRD-PARTY VERIIFCATION.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-03-10 Cont ID  
Sent By shill Date 2020-03-10 Time 05:55 Rev Time 0.00
Received By shill Date 2020-03-07 Time 17:31 Sent To  
Notes
2020-03-10 05:55:30REVIEWED REMOTELY BY TIM HUNT
 PROVISO BOTH PLB AND GAS ON SHT. P100.
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-11-07 Cont ID  
Sent By shill Date 2019-11-07 Time 07:31 Rev Time 0.00
Received By shill Date 2019-10-10 Time 09:20 Sent To  
Notes
2019-10-28 09:20:26PLUMBING 1ST REVIEW**DENIED**19091166
  
 1) SHT ADA1.1 DETAIL #4 PLEASE SHOW 40? MAX IS TO THE
 REFLECTIVE SURFACE AND NOT THE BOTTOM OF THE MIRROR.
 FBC-ACC 603.3
 2) SHT ADA1.1 DETAIL #3 SHOW THE 7?-9? TO THE FIRST
 ROLL AND NOT TO THE CENTER OF MUILT ROLL DISPENSER.
 REFER TO FBC-ACC 604.7
 3) ALL NOTE ALL HOT WATER AND RETURN HOT WATER SHALL BE
 INSULATED WITH MIN 1? WALL AND FOLLOW SIZING PER
 FBC-ENERGY C404.4.
 4) SHT. P106 L-2 IN MEN?S AND WOMEN?S TOILET ROOM NOT
 SHOWN ON WATER RISER. FBC 107.3.5
 5) SHT. P106 EMPLOYEE TOILET ROOM FIXTURES L-3 & W-3ARE
 LABELED AS L-2 & L-3 ON WATER ISO. PLEASE CLARIFY. FBC
 107.2.1
 6) P-165 IS SHOWN ON THE RISER BUT NOT ON THE FLOOR
 PLAN SHT.201
 7) P-406 SHOWN ON FLOOR PLAN ON SHT. P201 BUT NOT ON
 WATER ISO. PLEASE CLARIFY FBC 107.2.1
 8) SHT.P107 CLEAN-OUTS ARE REQUIRED IN WASTE STACKS,
 MOP SINKS, FLOOR DRAINS IN THE KITCHEN AREA AND SHALL
 DISCHARGE INTO THE GREASE SYSTEM. FBC-107.3.5
 9) P-107 IS THIS SUPPOSE TO BE AN ISLAND VENT? PLEASE
 CLARIFY 107.2.1
 10) P-107 LAVATORIES L-2 IN MEN?S AND WOMEN?S TOILETS
 ROOMS ARE LABELED AS L-1 ON SANITARY RISER. PLEASE
 CLARIFY. FBC 107.2.1
 11) P-107 LAVATORY L-3 IN EMPLOYEE TOILET ROOM IS
 LABELED AS L-1 ON SANITARY RISER. PLEASE CLARIFY. FBC
 107.2.1
 12) SHT. EM 1.1 OCCUPANT LOAD IS LISTED AS 261 BUT
 FIXTURES LOAD IS LISTED AS 278. PLEASE CLARIFY FBC
 107.2.1.
 13) SHT. SP1.1 KEYNOTE #9 CALLS OUT EXISTING WALL
 HYDRANT TO REMAIN BUT THIS LINE IS A SPRINKLER LINE.
 PLEASE CLARIFY. FBC 107.2.1
 14) FOOD SERVICE DRAWINGS SHALL BE SIGNED AND SEALED.
 F.S 471,481
 15) 3- COMPARTMENT AND 2-COMPARTMENT SINKS SHALL BE
 PIPED INDEPENDENTLY TO THE FLOOR SINK. FBC-PLB 802.1.1
 16) PLEASE ADD NOTE BACKFLOW DEVICE REQUIRED ON ALL
 REQUIRED EQUIPMENT.
 17) SHT. P100 CALLS OUT HOT WATER DEMAND PIPING TO
 PUBLIC LAVS TO BE 140F. ALL HAND WASH SINKS SHALL BE
 TEMPERED BY AN APPROVED ASSE 1070 DEVICE TO A MAX TEMP
 OF 110F. FBC-PLB 607.1.2
 18) SHT. P107 SANITARY ISOMETRIC PLEASE SIZE ALL PIPING
 INCLUDING VENTS. FBC 107.3.5
 19) SHT.P104 DETAIL #8 TEMPERING VALVES SHALL BE AN
 APPROVED ASSE 1070 VALVE.
 20) SHT. P104 BACKFLOW SCHEDULE. PLEASE NOTE ALL
 BACKFLOWS ARE REQUIRED TO BE LEAD FREE. THE 975 XL
 CALLED OUT IS NOT LEAD FREE. NSF 61 AND WPB CROSS
 CONNECTION MANUAL 2017.
 21) NOTE ON PLAN ALL NEW MAIN BACKFLOW AND GREASE
 INTERCEPTOR REQUIRED SEPARATE PERMITS. FBC 105.1
 22) SHT. 101 UNDER INSPECTIONS TEST REQUIREMENTS YOU
 CALL OUT AIR. AIR TEST IS NOT PERMITTED ON PLASTIC
 PIPING. FBC 312
 23) SHT.101 TOTAL SINK AND EQUIPMENT GPM CAPACITY I
 COME UP WITH 172. PLEASE CLARIFY 107.2.1
 TIM HUNT
 PLUMBING PLAN EXAMINER
 CITY OF WEST PALM BEACH ( CGA SOLUTIONS)
 [email protected]
 561-248-2703
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2020-11-05 Cont ID  
Sent By jwitmer Date 2020-11-05 Time 10:06 Rev Time 0.00
Received By jwitmer Date 2020-11-05 Time 09:17 Sent To  
Notes
2020-11-05 10:06:17WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19091166
 ADD: 700 S. ROSEMARY AVE. SUITE: 112
 CONT: STANSELL PROPERTIES & DEVELOPMENT LLC
 TEL: 404-437-8254
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 4TH REVIEW
 DATE: SEPT. 30/2020
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTAL ROOFING PRODUCT
 APPROVAL AND ROOF PERMIT.
 PLEASE BE ADVISED THE SUBMITTED 133 PAGE TEST REPORT
 FROM NEMO ETC. TEST REPORT FOR GAF THERMOPLASTIC (PVS &
 PVCKEE) ROOF SYSTEMS REFERENCE THE FL. REPORT FL
 3443-R31. IN THIS REPORT NONE OF THE SUB-SYSTEMS WERE
 IDENTIFIED. SUBMIT THE FLORIDA REPORT WITH COVER SHEETS
 AND TECHNICAL SHEETS.
  
 ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2020-03-10 Cont ID  
Sent By rmcphers Date 2020-03-10 Time 08:27 Rev Time 0.00
Received By rmcphers Date 2020-03-10 Time 08:27 Sent To  
Notes
2020-03-10 08:27:53SEE BUILDING REVIEW - NEED ROOFING PRODUCT APPROVALS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status P Date 2020-11-09 Cont ID  
Sent By medwards Date 2020-11-09 Time 13:31 Rev Time 0.00
Received By medwards Date 2020-11-09 Time 13:31 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2020-11-04 Cont ID  
Sent By medwards Date 2020-11-04 Time 10:27 Rev Time 0.00
Received By medwards Date 2020-11-04 Time 10:27 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2020-10-13 Cont ID  
Sent By medwards Date 2020-10-13 Time 15:53 Rev Time 0.00
Received By medwards Date 2020-10-13 Time 15:53 Sent To  
Notes
2020-10-13 15:56:05MECHANICAL ENGINEER CAN NOT SELF CERTIFY HIS DIGITAL
 SIGNATURE AND SEAL.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) IS REQUIRED TO BE
 SIGNED AND SEALED BY THE PERSON RESPONSIBLE FOR THE
 DESIGN. A DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE
 WITH THE PROPER THIRD PARTY VERIFICATION. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-08-24 Cont ID  
Sent By jwitmer Date 2020-08-24 Time 11:29 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-02-11 Cont ID  
Sent By rmcphers Date 2020-02-11 Time 15:39 Rev Time 0.00
Received By rmcphers Date 2020-02-11 Time 15:39 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-11-07 Cont ID  
Sent By shill Date 2019-11-07 Time 07:36 Rev Time 0.00
Received By shill Date 2019-11-07 Time 07:36 Sent To  
Notes
2019-11-07 07:39:15SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FS471, FAC61G15-23.004, SEE MECHANICAL COMMENT
 REGARDING SELF CERTIFICATION; APPLICABLE TO FMEP
 IT IS POSSIBLE THAT THIS CAN BE A PROVISO ITEM UPON
 REQUEST
  
  
2019-11-05 15:32:44THE MECH EOR HAS SELF-CERTIFIED HIS DIGITAL SIGNATURE
 AND SEAL. THE ERROR WAS CALLED OUT IN THE MECHANICAL
 REVIEW COMMENTS.
 CCOLE- 11/5/19.
Review Stop Z ZONING
Rev No 3 Status P Date 2020-09-21 Cont ID  
Sent By eschneid Date 2020-09-21 Time 11:14 Rev Time 0.25
Received By eschneid Date 2020-09-21 Time 10:40 Sent To  
Notes
2020-09-21 11:14:34SIGNAGE REQUIRES SEPARATE PERMIT WITH PLANS.
Review Stop Z ZONING
Rev No 2 Status P Date 2020-02-24 Cont ID  
Sent By eschneid Date 2020-02-24 Time 14:58 Rev Time 0.50
Received By eschneid Date 2020-02-24 Time 13:42 Sent To  
Notes
2020-02-24 14:58:43SIGNAGE REQUIRES SEPARATE PERMIT WITH PLANS.
Review Stop Z ZONING
Rev No 1 Status F Date 2019-10-25 Cont ID  
Sent By eschneid Date 2019-10-25 Time 14:58 Rev Time 1.00
Received By eschneid Date 2019-10-25 Time 09:25 Sent To  
Notes
2019-10-25 11:47:10FAILED
  
 1) THERE IS NEW MECHANICAL EQUIPMENT BEING INSTALLED ON
 THE ROOFTOP. PROVIDE A SITE LINE OR OTHER DRAWING TO
 VERIFY THAT THE FULL HEIGHT OF THE NEW EQUIPMENT,
 INCLUDING THE CURB, IS SCREENED IN ACCORDANCE WITH THE
 REQUIREMENTS OF THE CITYPLACE DRI. THE MAU APPEARS TO
 BE APPROXIMATELY EIGHT (8) FEET ABOVE THE ROOF.
  
 2) THE ELEVATION DRAWINGS ARE MISLABELED AS TO WHICH
 ELEVATION EACH ONE IS.
  
 3) PROVIDE THE TRANSPARENCY CALCULATIONS FOR EACH
 ELEVATION. A MINIMUM OF 50% IS REQUIRED. VERIFY THAT
 GLASS TYPE GL-5 IS TRANSPARENT.
  
 4) PLEASE NOTE: SOME OF THE SIGNAGE LOCATIONS MAY NOT
 CONFORM TO MASTER SIGN PLAN. SIGN LOCATIONS WILL BE
 REVIEWED AT TIME OF SIGN PERMIT AND ARE NOT APPROVED AS
 PART OF THIS PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
  


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