Plan Review Details - Permit 20010651
Plan Review Stops For Permit 20010651
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2020-05-06 Cont ID  
Sent By jwitmer Date 2020-05-06 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2020-05-06 Time 06:45 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2020-04-14 Cont ID  
Sent By jwitmer Date 2020-04-14 Time 13:45 Rev Time 0.00
Received By jwitmer Date 2020-04-14 Time 13:43 Sent To  
Notes
2020-04-14 13:43:42ASBESTOS 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
 19120504
 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 ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-02-10 Cont ID  
Sent By jwitmer Date 2020-02-10 Time 07:34 Rev Time 0.00
Received By jwitmer Date 2020-02-10 Time 06:52 Sent To  
Notes
2020-02-10 07:34:01ASBESTOS 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
 19120504
 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 4 Status P Date 2020-05-24 Cont ID  
Sent By jwitmer Date 2020-05-24 Time 07:40 Rev Time 0.00
Received By jwitmer Date 2020-05-24 Time 07:16 Sent To  
Notes
2020-05-24 07:21:572017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010651
 ADD: 931 VILLAGE BLVD. SUITE: 602 B/C
 CONT: JLO BUILDERS INC.
 TEL: 321-695-8295
 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.
  
 4THREVIEW
 DATE: SUNDAY MAY 24TH/ 2020
 ACTION: BUILDING PROVISO:
  
 BUILDING PROVISO: SHEET M-3.CONTRACTOR TO PROVIDE
 COMPLIANCE AT THE TIME OF INSPECTION WITH:
 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. 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.
  
  
 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 B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-05-06 Cont ID  
Sent By jwitmer Date 2020-05-06 Time 06:58 Rev Time 0.00
Received By jwitmer Date 2020-05-06 Time 06:45 Sent To  
Notes
2020-05-06 06:48:142017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010651
 ADD: 931 VILLAGE BLVD. SUITE: 602 B/C
 CONT: JLO BUILDERS INC.
 TEL: 321-695-8295
 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.
  
 2ND REVIEW
 DATE: TUES. APRIL FEB. 14TH/ 2020
 ACTION: BUILDING PROVISO:
  
 BUILDING PROVISO: SHEET M-3.CONTRACTOR TO PROVIDE
 COMPLIANCE AT THE TIME OF INSPECTION WITH:
 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. 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.
  
  
 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 B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-04-14 Cont ID  
Sent By jwitmer Date 2020-04-14 Time 13:45 Rev Time 0.00
Received By jwitmer Date 2020-04-14 Time 11:00 Sent To  
Notes
2020-04-14 13:41:352017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010651
 ADD: 931 VILLAGE BLVD. SUITE: 602 B/C
 CONT: JLO BUILDERS INC.
 TEL: 321-695-8295
 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.
  
 2ND REVIEW
 DATE: TUES. APRIL FEB. 14TH/ 2020
 ACTION: BUILDING PROVISO:
  
 BUILDING PROVISO: SHEET M-3.CONTRACTOR TO PROVIDE
 COMPLIANCE AT THE TIME OF INSPECTION WITH:
 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. 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.
  
  
 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-02-10 Cont ID  
Sent By jwitmer Date 2020-02-10 Time 10:32 Rev Time 0.00
Received By jwitmer Date 2020-02-10 Time 06:52 Sent To  
Notes
2020-02-10 10:32:212017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010651
 ADD: 931 VILLAGE BLVD. SUITE: 602 B/C
 CONT: JLO BUILDERS INC.
 TEL: 321-695-8295
 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: MON. FEB. 10TH/ 2020
 ACTION: DENIED
  
 1) THE COVERSHEET CS HAS A LIST OF CODE
 CLASSIFICATIONS. MISSING FROM THIS LIST IS THE 2017
 FLORIDA EXISTING BUILDING CODE. THE DESIGNER OF RECORD
 HAS NOT INDICATED TO WHICH METHOD THE PLANS WERE
 DEVELOPED. PLEASE SHOW COMPLIANCE WITH THE 2017
 FBC-EXISTING BUILDING CODE SECTION 301.1. ALL EXISTING
 BUILDINGS SHALL COMPLY WITH ONE OF THE METHODS LISTED
 IN SECTIONS 301.1.1 THROUGH 301.1.3AS SELECTED BY THE
 APPLICANT.
  
 2) SHEET A-1 FLOOR PLAN/ LIFE SAFETY PLAN AND SHEET
 A-2:
 2A) THIS SHEET THE SEATING PLAN IS VERY LIGHT, THE
 ACCESSIBLE SEATS, RESTROOMS, CERTAIN KITCHEN EQUIPMENT
 & THE PRINTED WORDS ON THE PLANS, EXAMPLE OFFICE, ADA
 COUNTER AND WAITING AREA, ETC. WILL NOT SHOW UP ON THE
 PLANS WHEN SCANNED FOR RECORD RETENTION.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 THE ADMINISTRATIVE CODE SECTION
 107.2.1.3 QUALITY OF BUILDING PLANS. THE BUILDING
 OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY,
 OTHER STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER
 TO PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM
 CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO RECORDS
 MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH
 THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
 2B) SHEET A-1 THE STOREFRONT TO THE FAR LEFT SHOWS A
 NEW SINGLE DOOR AND WHAT APPEARS TO BE AN EXISTING
 EXTERIOR SECTION OF WALL WHERE AS IN THE DEMO PLAN ONE
 EXTERIOR DOOR IS REMOVED THEN THE EXISTING EXTERIOR
 SECTION OF WALL. SHOULD THERE BE THE EXISTING DOOR
 (SINGLE), A NEW STOREFRONT GLAZED PANEL AND THEN THE
 EXISTING EXTERIOR SECTION OF WALL? 107.2.1.2 ADDITIONAL
 INFORMATION REQUIRED, THERE SEEMS TO BE A DISCREPANCY
 IN THE PLANS.
  
 2C) THE SHEET A-1 INDICATES A ADA COUNTER ALSO A WHEEL
 CHAIR POSITIONED AT THE BAR. NEITHER AREA OF THE PLANS
 SHOW A SECTION OR DETAIL MARKER TO SHOW THESE ELEMENTS
 COMPLY WITH ACCESSIBILITY. SHEET A-4 SHOWS A COUNTER
 DETAIL BUT THERE IS NO REFERENCE TO WHERE THIS COUNTER
 IS ON THE FLOOR PLAN, THE PLAN STATES THE COUNTER IS 18
 FEET 9 INCHES WHERE IS THIS COUNTER LOCATED.
 2017 FBC-ACCESSIBILITY CODE 902.1 .DINING SURFACES AND
 WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3.
 ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE, BUT
 ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND
 BOOTHS.
  
 2C))(1) 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.
  
 2C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 3) SHEET A-5:
 3A) SHEET A-5 SHOWS THE EXISTING AND PROPOSED NEW STORE
 FRONT ELEVATIONS. THE PLAN ALSO SHOWS WINDOW ELEVATIONS
 LABELED W01 THROUGH W05. ON THE PROPOSED STORE FRONT
 ELEVATION THERE IS NO IDENTIFIER AS TO WHERE THE WINDOW
 ELEVATION DETAILS ALIGN. IT ALMOST APPEARS CERTAIN
 WINDOW SECTIONS DO NOT BELONG IN THE STOREFRONT.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. POSSIBLE
 DISCREPANCY IN PLANS.
  
 3B) SHEET A-5 ALSO LIST THE WALL PRESSURES FOR
 COMPONENTS AND CLADDING AS +30/ -39.2 PSF. THE PLAN
 DOES NOT PROVIDE THE WIND DESIGN CRITERIA TO STATE WHAT
 THESE PRESSURES REPRESENT.
 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:
  
 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.
  
 2. RISK CATEGORY.
  
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 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.
  
 6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3C) NOTED, NO ACTION NEEDED. PLANS STATE THE STOREFRONT
 SYSTEM IS TO BE UNDER SEPARATE PERMIT.
  
 4A) SHEET M-1INDICATES EF1 AND EF-2 AS THE BATHROOM
 EXHAUST BUT SHEET M-2 SHOWS EF-1 AND EF-2 AS EXHAUST
 FOR THE HOOD. DISCREPANCY IN PLANS. 107.2.1.2.
 ADDITIONAL INFORMATION REQUIRED.
  
 4B) SHEET M-1 WILL NEED TO SHOW AT WHAT HEIGHT THE EDGE
 OF THE ROOF IS TO SEE IF PERMANENT ACCESS IS REQUIRED
 FOR THE ROOFTOP MECHANICAL EQUIPMENT. 2017 FBC-M 306.5.
 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS OR
 APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR ROOF
 OF A BUILDING SUCH AS PERSONNEL WILL HAVE TO CLIMB
 HIGHER THAN 16 FEET ABOVE GRADE TO ACCESS SUCH
 EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS
 OF EGRESS SHALL BE PROVIDED.
  
 5) SHEET M-2:
 5A) SHEET M-2 HAS A GENERIC ROOF TOP DETAIL WITH A NOTE
 FOR ? INCH STAINLESS STEEL LAG SCREWS THROUGH CURB AND
 THROUGH RTU BASE RAIL. PLEASE NOTE AS DETECTED WITH THE
 LAG SCREW VERTICALLY THERE WOULD BE NO CONNECTION
 BETWEEN THE TOP OF THE CURB AND RTU BASE RAIL.
 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.
  
 5B) SHEET M-2 HAS A GENERIC ROOF TOP DETAIL INDICATES
 THE USE OF ? INCH STAINLESS STEEL LAG SCREWS. THE
 CONNECTION WITH LAG SCREWS WOULD BE USED IF YOU WERE
 MAKING A CONNECTION TO WOOD FRAMING MEMBERS.
 THE PLANS SHOW A BAR JOIST ROOF FRAMING, STEEL B
 DECKING, EITHER LIGHTWEIGHT CONCRETE OR ROOF TOP
 INSULATION BUT NO WOOD. THERE MAY BE FIRE TREATED OR
 PRESSURE TREATED FRAMING ABOVE THE METAL B DECK TO BOLT
 THE BOTTOM FLANGE OF THE EXHAUST FAN TO? ADDITIONAL
 INFORMATION REQUIRED. 107.2.1.2.
  
 5C) JUST TO THE RIGHT OF THE GENERIC ROOF TOP CURB
 DETAIL THE PLANS SHOW A ROOF TOP CURB, A CURB EXTENSION
 AND ROOFTOP EXHAUST FAN. THE DETAIL DOES NOT PROVIDE
 THE CONNECTION OF THE EXHAUST FAN TO THE CURB EXTENSION
 NOR THE CURB EXTENSION TO THE ROOF TOP CURB. 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.
  
 6) SHEET M-3:
  
 6A) CONFLICT BETWEEN SHEET M1 AND M3. SHEET M1
 INDICATES AN EXPOSURE C WHEREAS SHEET M3 INDICATES AN
 EXPOSURE B. THE CITY INTERPRETS THE EXPOSURE AS A C
 EXPOSURE. DISCREPANCY IN PLANS. 107. 2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 6B) ON SHEET M-3 THERE ARE 2 DETAILS THE RTU FRAMING
 ANGLE DETAIL AND THE RTU MOUNTING DETAILS. WITHIN THE
 RTU MOUNTING DETAILS THERE IS A COMMENT STATING, ALL
 STRUCTURAL STEEL FABRICATION REQUIRED FOR THE SUPPORT
 STRUCTURE SHALL BE INSTALLED STRICTLY IN ACCORDANCE
 WITH THE SPECIFICATIONS OF THE SHELL STRUCTURAL
 ENGINEER. THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF
 PLANS. WHO IS GOING TO TAKE RESPONSIBILITY FOR THE
 STRUCTURAL STEEL SUPPORT SYSTEM FOR THE RTU UNITS AND
 THE STEEL INFILL BETWEEN THE BAR JOIST?
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE SECTION
 107.3.4. DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.
  
 6C) SHEET M-3 SHOWS STEEL INFILL FRAMING MEMBERS SHOWS
 BOTH BOLTED AND WELDED CONNECTIONS TO THE EXISTING BAR
 JOIST ROOF FRAMING MEMBERS. PLEASE SHOW COMPLIANCE
 WITH:
 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. 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.
  
 6D) SHEET M-3 SHOWS DETAIL M ROOF TOP CONDENSING RACK
 DETAIL. THE DETAIL SHOWS THE RACK BEING BOLTED DIRECTLY
 THROUGH THE BAR JOIST. THE SIZE OF THE STAND IS 28.5X
 42 INCHES, UNLESS THE BAR JOIST ARE EITHER SPACED 28.5
 INCHES APART OR 42 INCHES APART PLEASE SUPPLY THE
 ANCHORING CONNECTION TO THE ROOF FRAMING.
 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.
  
 6E) COMPONENTS & CLADDING. 2017 FBC-B, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, ROOF
 TOP INTAKE & EXHAUST FANS, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 6F) ROOF TOP A/C STANDS. BEFORE SUBMITTING THE PRODUCT
 APPROVAL FOR ROOF TOP A/C STANDS PLEASE HAVE THE
 PRODUCT APPROVAL REVIEWED BY THE DESIGNER OF RECORD.
 PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS CALCULATING
 THE AREA (SIDE VIEW) OF THE ROOF TOP COMPRESSORS,
 CONFIGURATION ON STAND, THE MEAN ROOF HEIGHT OF THE
 STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN
 PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT VERSES
 MOMENT FOR THE UNIT TO THE STAND AND THE STAND TO THE
 ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY THE
 DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT.
  
 6G) 2017 FBC-B1509.6 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.
  
 2017 FBC-B 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.
  
  
 7) 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 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 2020-04-22 Cont ID  
Sent By jpearson Date 2020-04-22 Time 09:48 Rev Time 0.00
Received By jpearson Date 2020-04-22 Time 09:35 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-01-26 Cont ID  
Sent By jpearson Date 2020-01-26 Time 11:48 Rev Time 0.00
Received By jpearson Date 2020-01-26 Time 11:48 Sent To  
Notes
2020-01-26 11:48:17CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE THE ADDITIONAL INTERIOR LIGHTING CONTROLS
 STIPULATED IN THE FBC ENERGY CODE. MANY AREAS DO NOT
 SHOW THE AUTOMATIC CONTROL REQUIRED. FBC EC C405.2
 2. FIRE ALARM, LOW VOLTAGE SYSTEMS, DAS, LIGHTNING
 PROTECTION, GENERATORS, COMMERCIAL HOOD SYSTEMS, WALK
 IN COOLERS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND PLAN SUBMITTALS FOR ANY
 OF THESE SYSTEMS PRESENT. WPB FBC 105.1, 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, PROVIDE A RESPONSE LETTER ADDRESSING EACH
 ITEM ALONG WITH THE CITY RESUBMITTAL FORM.
 ADDITIONALLY, INSERT CORRECTED PAGES INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED OLD SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-04-14 Cont ID  
Sent By pleduc Date 2020-04-14 Time   Rev Time 0.00
Received By pleduc Date 2020-04-14 Time 12:51 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-01-21 Cont ID  
Sent By pleduc Date 2020-01-21 Time   Rev Time 0.00
Received By pleduc Date 2020-01-21 Time 12:15 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 4 Status P Date 2020-06-03 Cont ID  
Sent By jpearson Date 2020-06-03 Time 07:21 Rev Time 0.00
Received By jpearson Date 2020-06-02 Time 08:20 Sent To  
Notes
2020-06-02 08:20:35REVIEWED BY JERRY SMITH.
 20010651 931 VILLAGE BLVD
  
  
 GAS COMMENTS: APPROVED W/PROVISO
  
 1. COPIES OF SIZING TABLES FOR THE 2 PSI SYSTEM AND THE
 0.5 WC SYSTEMS SHALL BE ONSITE FOR GAS INSPECTION.
 2. CITY OF WEST PALM BEACH GAS PIPING AFFIDAVIT OR
 MANOMETER TEST DOCUMENT REQUIRED AT JOBSITE FOR FINAL
 GAS INSPECTION. CALL 561-805-6692 FOR FURTHER
 INFORMATION.
 3. PER WPB FBC 107.2.1, A DRAWING OF RECORD IN PLAN
 VIEW SHALL BE SUBMITTED FOR THE GAS DISTRIBUTION
 SYSTEM. SAID DRAWING(S) SHALL BE SUBMITTED AS A
 REVISION TO THE PERMIT PLANS AND SHALL BE IN PLACE
 PRIOR TO FINAL INSPECTION.
 4. INSTALLATION MANUALS FOR ALL GAS EQUIPMENT SHALL BE
 ONSITE FOR GAS INSPECTION.
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20010651 931 VILLAGE BLVD
  
  
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2020-05-08 Cont ID  
Sent By tklarge Date 2020-05-08 Time 08:30 Rev Time 0.00
Received By tklarge Date 2020-05-07 Time 15:17 Sent To  
Notes
2020-05-08 08:30:401) SHOW THE DISTANCE OF THE TANKLESS WATER HEATER FROM
 THE DOOR. THE WATER HEATER SHALL BE INSTALLED IN
 ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION MANUAL.
 MOST MANUFACTURERS REQUIRED A MINIMUM OF 4 FEET FROM
 OPERABLE DOORS OR WINDOWS.
 2) THE SCREEN ON THE COMBUSTION AIR LOUVER SHALL HAVE A
 MESH SIZE NO SMALLER THAN 1/4 INCH IN SIZE PER FBC-FUEL
 GAS SEC. 304.10.
 3) SHOW THE DISTANCE FROM ALL REGULATORS TO THE
 APPLIANCE INCLUDING THE DROPS TO THE APPLIANCE.
 4) SOME OF THE SEDIMENT TRAPS AS DRAWN ARE WILL NOT
 WORK. REFER TO FIGURE 408.4 OF FBC-FUEL GAS.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2020-04-17 Cont ID  
Sent By jpearson Date 2020-04-17 Time 07:36 Rev Time 0.00
Received By jpearson Date 2020-04-17 Time 07:36 Sent To  
Notes
2020-04-17 07:36:00REVIEWED BY JERRY SMITH.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 20010651 931 VILLAGE BLVD
  
 2ND REVIEW
 GAS COMMENTS: DENIED
 1. PROVIDE MANUFACTURE SPECIFICATIONS AND INSTALLATION
 GUIDES FOR THE REGULATORS HAVE NOT BEEN PROVIDED AS
 PREVIOUSLY REQUESTED. PER WPB FBC 107.2.1 PROVIDE THE
 SAME; SHOW APPROVAL FOR OUTDOOR USE WHERE APPLICABLE.
 ADDITIONALLY, SHOW VENTING OF THE OF THE INTERIOR
 REGULATOR(S) INCLUDING VENT PIPE SIZES, ROUTING AND
 TERRMINATION OR, INDICATE THE USE OF A VENT ELIMINATOR
 IF MANUFACTURER ALLOWS AND SPECIFY THE SAME.
 2. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER FBC FG
 SEC. 304. THE COMBUSTION AIR CALCULATION INDICATES THE
 COMBUSTION AIR TO BE PROVIDED BY THE MUA, PLEASE NOTE
 THAT THE MAKEUP AIR FROM THE MUA IS DEDICATED TO
 REPLACE EXHAUSTED AIR FROM THE HOOD, AND CANNOT BE USED
 AS A COMBUSTION AIR SOURCE PER FBC FG 304.9 AND
 304.9.3.
 3. CHINESE STOVE: PER WPB FBC 107.2.1, INDICATE ON THE
 EQUIPMENT SUBMITTAL THE APPLICABLE BURNERS THAT ADD UP
 TO 700K BTUS NOTED ON THE SCHEDULE.
 4. FOUR BURNER RANGE: PER WPB FBC 107.2.1, INDICATE ON
 THE EQUIPMENT SUBMITTAL THE CORRECT MODEL FOR THE UNIT.
 5. PER WPB FBC 107.2.1, PROVIDE DETAIL OF EMERGENCY
 SHUT OFF VALVE ASSEMBLY WITH MANUAL SHUT OFF VALVE,
 REGULATOR, REQUIRED UNIONS AND CAPPED TEES AS REQUIRED
 BY FBC FG 409.4, 410.2 AND NFPA 96 SECTIONS 10.4 AND
 10.5. PROVIDE NOTE ?SHALL BE INSTALLED BELOW CEILING?.
 CLOUD AFFECTED AREA ON RISER DIAGRAM AND INDICATE
 REFERENCE TO SAID DETAIL.
 6. THERE ARE MULTIPLE VALVES SHOWN AHEAD OF THE MP
 REGULATOR FOR THE WATER HEATERS. PER WPB FBC 107.2.1,
 PLEASE CLARIFY.
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
 ALL PLANS TO BE DIGITALLY SIGNED AND SEALED BY THE
 DESIGNER IN ACCORDANCE WITH FAC AND FS.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20010651 931 VILLAGE BLVD
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2020-02-05 Cont ID  
Sent By gjohnson Date 2020-02-05 Time 09:43 Rev Time 0.00
Received By gjohnson Date 2020-02-04 Time 17:08 Sent To  
Notes
2020-02-05 09:43:291ST REVIEW: 20010651
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 GAS COMMENTS:
  
 1. PLEASE CLARIFY THE NUMBER OF TANKLESS HEATERS SHOW
 THEM ON THE GAS ANS WATER ISOMETRIC PROVIDE A PIPING
 DETAIL FOR THE TANKLESS WATER HEATERS. PER WPB AMEND TO
 FBC 107.2.1
  
 2. SHT. P3 THE NOTE NEXT TO WATER HEATER SCHEDULE SHALL
 STATE THE INSULATION ON THE HOT WATER PIPING SHALL BE A
 MIN OF 1". PER FBC PL 607.5 AND FBC ENG TABLE C403.2.10
  
 3. THE SEDIMENT TRAPS SHOWN ON THE ISOMETRIC ARE NOT
 CODE COMPLIANT THE CAN NOT BE PLACED IN THE RUN OF THE
 PIPE THEY SHALL BE INSTALLED WITH THE CAP AT THE BOTTOM
 OF THE TEE WHERE THE PIPING IS GOING FROM HORIZONTAL TO
 VERTICAL SHALL COMPLY WITH FBC FG 408.4
  
 4. PLEASE PROVIDE THE SIZING TABLE FOR THE .5LB PIPING
 BETWEEN THE REGULATOR AND THE GAS APPLIANCES AND
 INCLUDE DISTANCE. PER FBC FG 402.4
  
 5. PROVIDE MANUFACTURE SPECIFICATIONS AND INSTALLATION
 GUIDES FOR THE REGULATORS AND TANKLESS WATER HEATERS
 WHAT WAS PROVIDED ON THE PLAN IS NOT SUFFICIENT THEY
 SHALL SHOW APPROVAL FOR OUTDOOR USE.
  
 6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2017 FUEL GAS CODE SEC. 304.
  
 7. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, LENGTH,
 SIZE AND TERMINATION OF THE GAS VENTS PER FBC-2017 FUEL
 GAS CODE SEC. 502 THRU 505.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2020-06-03 Time   Rev Time 0.00
Received By lmarchan Date 2020-05-19 Time 15:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-05-11 Cont ID  
Sent By lmarchan Date 2020-05-11 Time 10:04 Rev Time 0.00
Received By lmarchan Date 2020-05-01 Time 16:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2020-04-22 Time   Rev Time 0.00
Received By lmarchan Date 2020-04-13 Time 10:54 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2020-02-10 Time   Rev Time 0.00
Received By lmarchan Date 2020-01-16 Time 13:58 Sent To  
Notes
2020-01-16 13:58:14C09
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2020-02-10 Cont ID  
Sent By jwitmer Date 2020-02-10 Time 07:34 Rev Time 0.00
Received By jwitmer Date 2020-02-10 Time 06:52 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-05-05 Cont ID  
Sent By ccole Date 2020-05-05 Time 09:16 Rev Time 0.00
Received By ccole Date 2020-05-04 Time 14:03 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-04-14 Cont ID  
Sent By ccole Date 2020-04-14 Time 11:59 Rev Time 0.00
Received By ccole Date 2020-04-14 Time 07:02 Sent To  
Notes
2020-04-14 12:29:112ND REVIEW FBC-2017 MECHANICAL
 PERMIT #20010651
 4/14/20
  
 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
 FBC RES- FLORIDA RESIDENTIAL 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 M3: THE NOTE BELOW THE NEW AC CALCULATIONS
 INDICATES 40 TONS OF COOLING REQUIRED AND PROVIDED,
 HOWEVER IT APPEARS THAT THE LATENT LOAD SHOWN IN THE
 CALCS- 150640 BTUH WAS NOT ADDED INTO THE CALCULATION
 WITH THE SENSIBLE LOAD- 484812 BTUH WHICH EQUALS A
 TOTAL HEAT LOAD OF 635452 BTUH OR 53 TONS. THE
 CALCULATIONS ALSO SHOW A VERY LOW BTUH LOAD FOR
 OCCUPANTS AND PLANTS AT 1416 TOTAL BTUH COMBINED
 SENSIBLE AND LATENT. FOR AN OCCUPANT LOAD OF 172
 PERSONS, THAT WOULD AMOUNT TO 8.2 BTUH FOR EACH
 OCCUPANT WHICH IS FAR LOWER THAN AN AVERAGE 250-300
 LOAD PER PERSON.BASED ON THE CALCULATIONS IT APPEARS
 VERY POSSIBLE THAT ONE OR ALL OF THE SYSTEMS SELECTED
 ARE UNDERSIZED. PLEASE REVIEW AND CORRECT THE THE
 CALCULATIONS- SECTION C403.2.1 FBC EC.
  
 2) M1: AS PREVIOUSLY REQUESTED IN COMMENT #4D OF THE
 1ST REVIEW, PLEASE INDICATE HOW THE O/A AT THE RTU
 INTAKES WILL BE CONTROLLED USING EITHER A MOTORIZED OR
 GRAVITY DAMPER- SECTION C403.2.4.3 FBC EC.
  
 3) THE SUBMITTED ENERGYGAUGE/ASHRAE 90.1 COMPLIANCE
 FORM REQUIRES THE DIGITAL SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL WHO PREPARED THE DOCUMENT- FL.
 STATUTE 471.025 AND SECTION 61G15-23.005 FLORIDA
 ADMINISTRATIVE CODE.
  
 COMMENT #5 FROM THE 1ST REVIEW PRINTED BELOW STILL
 EXISTS. THE COMBUSTION AIR CALCULATION INDICATES THE
 COMBUSTION AIR TO BE PROVIDED BY THE MUA, PLEASE NOTE
 THAT THE MAKEUP AIR FROM THE MUA IS DEDICATED TO
 REPLACE EXHAUSTED AIR FROM THE HOOD, AND CANNOT BE USED
 AS A COMBUSTION AIR SOURCE- SEE SECTIONS 304.9 AND
 304.9.3 FBC FG.
  
 5) M1: INDICATE HOW COMBUSTION AIR WILL BE PROVIDED TO
 THE COOKING APPLIANCES AND PROVIDE CALCULATIONS- SEE
 SECTION 304 FBC FG.
  
 COMMENT # 6 FROM THE 1ST REVIEW PRINTED BELOW HAS NOT
 BEEN ADDRESSED. PLEASE PROVIDE THE COST BREAKDOWN AND
 PLACE A NOTE ON THE PLAN TO INDICATE THE REQUIRED
 SEPARATE PERMITS AND PLANS.
  
 6) SEPARATE PERMITS AND PLANS ARE REQUIRED FOR THE
 KITCHEN EXHAUST HOOD, FIRE SUPPRESSION SYSTEM, AND
 WALKIN COOLERS AND FREEZERS. PLEASE PROVIDE A COST
 BREAKDOWN FOR THE ENTIRE PROJECT THAT SHOWS THE COSTS
 OF THESE ITEMS REMOVED FOM THE TOTAL VALUE OF THE
 PROPOSED RESTAURANT- SECTIONS 107.2.1 & 109.3 WPB.
  
 COMMENT #7 THE 1ST REVIEW PRINTED BELOW HAS NOT BEEN
 ADDRESSED. PLEASE NOTE IT WOULD APPEAR BY THE LACK OF
 RESPONSE THAT AN MUA WILL HAVE TO BE INSTALLED UNDER
 THE SEPARATE HOOD PERMIT.
  
 7) ADVISORY: CONCERNING THE KITCHEN HOOD SYSTEM, IT IS
 IMPORTANT TO NOTE THE MAKEUP AIR TEMPERATURE
 REQUIREMENT UNDER SECTION 508.1.1 FBC M BECAUSE IT MAY
 IMPACT THE MAIN RESTAURANT PLANS. 508.1.1 MAKEUP AIR
 TEMPERATURE.
  
 THE TEMPERATURE DIFFERENTIAL BETWEEN MAKEUP AIR AND THE
 AIR IN THE CONDITIONED SPACE SHALL NOT EXCEED 10
 DEGREES F (6 DEGREES C) EXCEPT WHERE THE ADDED HEATING
 AND COOLING LOADS OF THE MAKEUP AIR DO NOT EXCEED THE
 CAPACITY OF THE HVAC SYSTEM.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 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 2020-01-30 Cont ID  
Sent By ccole Date 2020-01-30 Time 10:03 Rev Time 0.00
Received By ccole Date 2020-01-30 Time 10:03 Sent To  
Notes
2020-01-30 11:11:361ST REVIEW FBC-2017 MECHANICAL
 PERMIT #20010651
 1/30/20
  
 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
 FBC RES- FLORIDA RESIDENTIAL 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 AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW RTU SYSTEMS IN ACCORDANCE WITH ASHRAE STANDARD 183
 OR ACCA MANUAL N- SEE SECTION C403.2.1 FBC EC.
  
 2) SHEET M1: CORRECT KEY NOTE 1. THE TESTING AND
 BALANCING OF THE SYSTEMS SHALL BE PERFORMED BY A FL.
 LICENSED ENGINEER, OR A COMPANY OR INDIVIDUAL HOLDING A
 CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND
 BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH
 GENERALLY ACCEPTED ENGINEERING STANDARDS- SECTION
 C408.2.2 FBC EC.
  
 3) M1: A DUCT SMOKE DETECTOR IS REQUIRED IN THE SUPPLY
 AIR SYSTEM OF THE NEW 5-TON RTU-4 SYSTEM PER SECTION
 606.2.1. PLEASE NOTE THAT AN EXEMPTION CAN BE APPLIED
 IF THE MANUFACTURER'S PERFORMANCE DATA TABLES INDICATE
 THE AIR HANDLER IS NOT CAPABLE OF PRODUCING OVER 2000
 CFMS OF SUPPLY AIR.
  
 4) M1, AC EQUIPMENT SCHEDULE:
  
 A) MANUFACTURER OF THE SYSTEMS MISSING- SECTION 107.2.1
 WPB.
  
 B) EFFICIENCY RATINGS MISSING- TABLE C403.2.3(1) FBC EC
  
 C) INCORRECT COOLING MBH VALUES LISTED- SECTION 107.2.1
 WPB
  
 D) NO INDICATION OF HOW O/A WILL BE PROVIDED AND
 AUTOMATICALLY CONTROLLED- SECTION C403.2.4.3 FBC EC.
  
 4) THE SUBMITTED CUT SHEETS FOR THE GAS FIRED COOKING
 APPLIANCES DO NOT INDICATE THE APPLIANCES HAVE BEEN
 TESTED IN ACCORDANCE WITH EITHER ANSI Z21.1, ANSI
 Z21.58, OR ANSI Z83.11 AS REQUIRED PER SECTION 623.1
 FBC FG.
  
 5) M1: INDICATE HOW COMBUSTION AIR WILL BE PROVIDED TO
 THE COOKING APPLIANCES AND PROVIDE CALCULATIONS- SEE
 SECTION 304 FBC FG.
  
 6) SEPARATE PERMITS AND PLANS ARE REQUIRED FOR THE
 KITCHEN EXHAUST HOOD, FIRE SUPPRESSION SYSTEM, AND
 WALKIN COOLERS AND FREEZERS. PLEASE PROVIDE A COST
 BREAKDOWN FOR THE ENTIRE PROJECT THAT SHOWS THE COSTS
 OF THESE ITEMS REMOVED FOM THE TOTAL VALUE OF THE
 PROPOSED RESTAURANT- SECTIONS 107.2.1 & 109.3 WPB.
  
 7) ADVISORY: CONCERNING THE KITCHEN HOOD SYSTEM, IT IS
 IMPORTANT TO NOTE THE MAKEUP AIR TEMPERATURE
 REQUIREMENT UNDER SECTION 508.1.1 FBC M BECAUSE IT MAY
 IMPACT THE MAIN RESTAURANT PLANS. 508.1.1 MAKEUP AIR
 TEMPERATURE.
  
 THE TEMPERATURE DIFFERENTIAL BETWEEN MAKEUP AIR AND THE
 AIR IN THE CONDITIONED SPACE SHALL NOT EXCEED 10?F
 (6?C) EXCEPT WHERE THE ADDED HEATING AND COOLING LOADS
 OF THE MAKEUP AIR DO NOT EXCEED THE CAPACITY OF THE
 HVAC SYSTEM.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 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 4 Status P Date 2020-06-03 Cont ID  
Sent By jpearson Date 2020-06-03 Time 07:19 Rev Time 0.00
Received By jpearson Date 2020-06-02 Time 08:19 Sent To  
Notes
2020-06-02 08:19:34REVIEWED BY JERRY SMITH.
 20010651 931 VILLAGE BLVD
  
 PLUMBING COMMENTS: APPROVED W/PROVISO
 PER WPB FBC 107.2.1 AND WPB FBC 107.3.4.1, PROVIDE AS A
 DEFERRED SUBMITTAL, REVISED PLAN SHEETS NOTED IN THE
 COMMENTS BELOW. SUBMITTAL SHALL BE SUBMITTED, APPROVED
 AND ON SITE PRIOR TO FIRST INSPECTION. PROCEED AT YOUR
 OWN RISK.
 1. REGARDING THE COMMENT FROM REVIEW DATED 5/7/2020;
 SHOW THE LENGTH OF THE STANDARD WATER CLOSET
 COMPARTMENTS. COMPLY WITH FBC-PLUMBING SEC.405.3.1. SEE
 REDLINED COMMENTS ON A-1.
 2.SECOND REQUEST; THE LAVATORIES AND HAND SINKS SHALL
 BE DRAWN AS BEING STACKED AND VENTED ON THE SANITARY
 RISER DIAGRAM. AS DRAWN, THEY DO NOT COMPLY WITH THE
 PLUMBING CODE. SEE REDLINED EXAMPLE ON MARKED UP PLAN
 SHEET P-1. IT IS UNDERSTOOD THAT WHEN DRAWING 30/60 IN
 CADD PRESENTS CHALLENGES WHEN IT COMES TO SHOWING
 HORIZONTAL 45 DEGREE ANGLES AND SUBSEQUENT VERTICAL
 LINES. A DETAIL SIMILAR TO THE PROVIDED REDLINED
 EXAMPLE PROVIDED FOR CLARIFICATION IS ACCEPTABLE.
 3.REGARDING THE COMMENT FROM REVIEW DATED 5/7/2020; THE
 HOT WATER RECIRCULATION SYSTEM SHALL COMPLY WITH
 FBC-PLUMBING SEC.607.2.2. 607.2.2. WHERE A THERMOSTATIC
 MIXING VALVE IS USED IN A SYSTEM WITH A HOT WATER
 RECIRCULATING PUMP, THE HOT WATER OR TEMPERED WATER
 RETURN LINE SHALL BE ROUTED TO THE COLD WATER INLET
 PIPE OF THE WATER HEATER AND THE COLD WATER INLET PIPE
 OR THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC
 MIXING VALVE.
 SEE PLAN SHEET P-2 TYPICAL HOT PIPING DETAIL
 (COMMERCIAL) INDICATES A STORAGE TYPE WATER HEATER AND
 A THERMOSTATIC MIXING VALVE (EQUAL TO LEONARD TM-26-LF;
 EQUAL TO IS NOT PERMITTED) SENDING 110 DEGREE WATER TO
 FIXTURES (WHICH ACCORDING TO THE DETAIL WOULD INCLUDE
 THE KITCHEN FIXTURES AS WELL AS THE BATH FIXTURES.
 COMPLIANCE WITH FBC PL 416.5 PROVIDING TEMPERATURE
 LIMITING DEVICES COMFORMING TO ASSE 1070 FOR PUBLIC
 BATHROOM LAVATORIES WILL STILL BE REQUIRED. THE GAS
 WATER HEATER PIPING DETAIL AND PIPING PLANS INDICATE
 GAS TANKLESS WATER HEATERS AND NO THERMOSTATIC MIXING
 VALVE. THERE IS A SPECIFICATION FOR WATTS
 LF-1170/LFL-1170 THERMOSTATIC MIXING VALVE CONFORMING
 TO ASSE 1017.
 PER WPB FBC 107.2.1, CLEARLY INDICATE ON THE PLANS AND
 DETAILS COMPLETE INSTALLATION DIRECTION INCLUDING
 COMPLIANCE WITH FBC PL 416.5 (PROVIDING TEMPERATURE
 LIMITING DEVICES COMFORMING TO ASSE 1070 FOR PUBLIC
 BATHROOM LAVATORIES). REMOVE ALL ITEMS AND DIRECTION
 THAT DO NOT PERTAIN TO THE PROJECT.
 REFER TO REDLINED P-2.
 4.IN ACCORDANCE WITH FBC PL SECTION 608, PROVIDE
 BACKFLOW PREVENTIVE DEVICES FOR THE FOLLOWING ITEMS;
 INCLUDE DEVICE TYPE FOR EACH APPLICATION (SEE FBC PL
 TABLE 608.1): SEE REDLINED P2-1.
  
 A.SODA DISPENSERS AND GUNS
 B.MOP SINK FAUCETS
 C.ICE MAKERS
 D.ICE STORAGE BINS
  
 5.PER FBC PL 604.9, SPECIFY AND PROVIDE WATER HAMMER
 ARRESTORS CONFORMING TO ASSE 1010 WHERE QUICK CLOSING
 VALVES ARE UTILIZED INCLUDING BUT NOT LIMITED TO
 DISHWASHERS AND ICE MAKERS. SEE REDLINED P2-1.
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20010651 931 VILLAGE BLVD
  
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-05-07 Cont ID  
Sent By tklarge Date 2020-05-07 Time 15:02 Rev Time 0.00
Received By tklarge Date 2020-05-07 Time 07:21 Sent To  
Notes
2020-05-07 15:01:571) SHT. A1 - SHOW THE LENGTH AND WIDTH DIMENSIONS OF
 THE HANDICAP ACCESSIBLE TOILET STALL IN THE WOMEN'S
 RESTROOM. COMPLY WITH FBC-ACCESS. SECS.604.3 AND 606.2
 FOR THE REQUIRED CLEAR FLOOR SPACES.
 2) WHERE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL
 COMPLY WITH SEC. 606 OF THE FBC-ACCESS. AND SHALL NOT
 BE LOCATED IN A TOILET COMPARTMENT PER FBC-ACCESS.
 SEC.213.3.4.SHOW THIS ON THE PLAN.
 3) SHOW THE LENGTH OF THE STANDARD WATER CLOSET
 COMPARTMENTS. COMPLY WITH FBC-PLUMBING SEC.405.3.1.
 4) THE LAVATORIES AND HAND SINKS SHALL BE DRAWN AS
 BEING STACKED AND VENTED ON THE SANITARY RISER DIAGRAM.
 AS DRAWN, THEY DO NOT COMPLY WITH THE PLUMBING CODE.
 5) THE ICE BINS AND ICEMAKER CANNOT DISCHARGE TO THE
 GREASE WASTE SYSTEM PER FBC-PLUMBING SEC. 1003.2.
 6) SIZE ALL SECTIONS OF THE VENT SYSTEM FOR THE
 SANITARY SYSTEM. COMPLY WITH FBC-PLUMBING SEC.906.1.
 7) VENTS EXCEEDING 40 FEET IN DEVELOPED LENGTH SHALL BE
 INCREASED ONE PIPE SIZE FOR THE ENTIRE DEVELOPED LENGTH
 OF THE VENT PIPE. FBC-PLUMBING SEC.906.2.
 8) THE SANITARY RISER DOES NOT CORRELATE WITH THE
 SANITARY PLAN. VENTS ARE NOT SHOWN ON THE SANITARY
 PLAN. CLARIFY.
 9) THE MOP SINK ON THE GREASE WASTE SYSTEM REQUIRES AN
 INDIVIDUAL VENT.AS DRAWN, IT IS CREATING A HORIZONTAL
 WET VENT AND ONLY FIXTURES IN A BATHROOM GROUP ARE
 PERMITTED TO DISCHARGE INTO A WET VENT.FBC-PLUMBING
 SEC.912.1.
 10) SHT.P2 - WATER PLUMBING NOTES - PVC CANNOT BE USED
 FOR THE WATER DISTRIBUTION SYSTEM PER FBC-PLUMBING SEC.
 605.4 AND TABLE 605.4. DELETE THIS NOTE.
 11) SUBMIT AN EXPANDED WATER RISER FOR REVIEW. THE
 SUBMITTED WATER RISER IS VERY DIFFICULT TO REVIEW. THE
 ARROWS AND SMALL RECTANGULAR FIGURES OBSCURE THE
 PIPING. WPB AMEND.TO FBC SEC. 107.2.1.
 12) CLEARLY SHOW THE HOT WATER RETURN LINE ON THE
 REQUESTED WATER RISER DIAGRAM. WPB AMEND. TO FBC SEC.
 107.2.1.
 13) THE HOT WATER RECIRCULATION SYSTEM SHALL COMPLY
 WITH FBC-PLUMBING SEC.607.2.2. 607.2.2. WHERE A
 THERMOSTATIC MIXING VALVE IS USED IN A SYSTEM WITH A
 HOT WATER RECIRCULATING PUMP, THE HOT WATER OR TEMPERED
 WATER RETURN LINE SHALL BE ROUTED TO THE COLD WATER
 INLET PIPE OF THE WATER HEATER AND THE COLD WATER INLET
 PIPE OR THE HOT WATER RETURN CONNECTION OF THE
 THERMOSTATIC MIXING VALVE.
 14) THE HOT WATER PIPING SHALL BE INSULATED IN ITS
 ENTIRETY. THE INSULATION SHALL COMPLY WITH FBC-ENERGY
 TABLE C403.2.10.
 15) THE ENERGY CALCULATIONS CALL OUT AN ELECTRIC WATER
 HEATER UNDER THE "PLANT COMPLIANCE" HEADING WITH A SIZE
 AS 23. THIS STRUCTURE HAS 2 TANKLESS GAS WATER HEATERS.
 CLARIFY.
 16) THE ENERGY CALCULATIONS CALL OUT A GAS STORAGE
 WATER HEATER UNDER THE "WATER HEATER COMPLIANCE"
 HEADING. THERE ARE TANKLESS WATER HEATERS ON THIS
 PROJECT.CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-04-17 Cont ID  
Sent By jpearson Date 2020-04-17 Time 07:35 Rev Time 0.00
Received By jpearson Date 2020-04-16 Time 11:56 Sent To  
Notes
2020-04-16 11:56:12REVIEWED BY JERRY SMITH.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 20010651 931 VILLAGE BLVD
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED
 PLAN SHEET P-1
 1. CIRCUIT VENT IS REQUIRED FOR WOMEN? S THREE WATER
 CLOSETS OR ELSE WET VENT THE ACCESSIBLE WATER CLOSET
 WITH THE ACCESSIBLE LAVATORY. SEE FBC PL 912.1 AND
 914.1.
 2. INTERCEPTOR: PER WPB FBC 107.2.1, PROVIDE A DETAIL
 AND MANUFACTURER?S SPECIFICATION OF THE GREASE
 INTERCEPTOR(S) SHOWING COMPLIANCE WITH WPB PUBLIC WORKS
 DEPARTMENT DOCUMENT GS-7 (CONCRETE GRAVITY INTERCEPTOR)
 OR GS-7.1 (HYDRO MECHANICAL GRAVITY INTERCEPTOR)
 INDICATE ON PLAN AND RISER SANITARY DIAGRAMS. PLEASE
 NOTE THAT AS STATED ON GS-7, THE MAXIMUM SIZE CONCRETE
 INTERCEPTOR SHALL BE 1250 GALLONS AND BASED ON YOUR
 CALCULATIONS WOULD REQUIRE MULTIPLE TANKS IN SERIES AND
 YOUR CALCULATIONS WOULD NEED TO REFLECT THE SAME.
  
 PLAN SHEET P-2
 1. RECIRCULATING PUMP(S) ARE INDICATED ON PLAN AND
 RISER DRAWINGS; AS REQUIRED BY FBC PL 607.2, THE
 DEVELOPED LENGTH OF HOT OR TEMPERED WATER PIPING, FROM
 THE SOURCE OF HOT WATER TO THE FIXTURES THAT REQUIRE
 HOT OR TEMPERED WATER, SHALL NOT EXCEED 50 FEET.
 RECIRCULATING SYSTEM PIPING AND HEAT-TRACED PIPING
 SHALL BE CONSIDERED TO BE SOURCES OF HOT OR TEMPERED
 WATER.
 2. PER WPB FBC 107.2.1, PROVIDE DETAIL OF RECIRCULATING
 PUMP(S) AND CONNECTION(S) TO WATER HEATERS.
 3. PER WPB FBC 107.2.1, PROVIDE MANUFACTURER?S
 SPECIFICATION AND MANUAL FOR RECIRCULATING PUMP(S).
 4. PER WPB FBC 107.2.1, PROVIDE IN PLAN AND RISER
 DIAGRAMS RECIRCULATING PIPE ROUTING AND SIZING.
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
 ALL PLANS TO BE DIGITALLY SIGNED AND SEALED BY THE
 DESIGNER IN ACCORDANCE WITH FAC AND FS.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20010651 931 VILLAGE BLVD
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-02-04 Cont ID  
Sent By gjohnson Date 2020-02-04 Time 17:07 Rev Time 0.00
Received By gjohnson Date 2020-01-30 Time 14:06 Sent To  
Notes
***NONE***
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 4 Status P Date 2020-06-03 Cont ID  
Sent By jpearson Date 2020-06-03 Time 07:20 Rev Time 0.00
Received By jpearson Date 2020-06-02 Time 08:20 Sent To  
Notes
2020-06-02 08:20:07REVIEWED BY JERRY SMITH.
 20010651 931 VILLAGE BLVD
  
 INTERCEPTOR COMMENTS: APPROVED W/PROVISO
 PER WPB FBC 107.2.1 AND WPB FBC 107.3.4.1, PROVIDE AS A
 DEFERRED SUBMITTAL, REVISED PLAN SHEETS NOTED IN THE
 COMMENTS BELOW. SUBMITTAL SHALL BE SUBMITTED, APPROVED
 AND ON SITE PRIOR TO FIRST INSPECTION. PROCEED AT YOUR
 OWN RISK.
 1. PLAN SHEET P-4: REVISE THE SUBMITTED GREASE
 INTERCEPTOR SPECIFICATIONS TO SHOW A 4 INCH INLET AND
 OUTLET ON THE INTERCEPTORS
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20010651 931 VILLAGE BLVD
  
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 3 Status F Date 2020-05-07 Cont ID  
Sent By tklarge Date 2020-05-07 Time 15:17 Rev Time 0.00
Received By tklarge Date 2020-05-07 Time 15:02 Sent To  
Notes
2020-05-07 15:17:401) THE SUBMITTED GREASE INTERCEPTOR SPECIFICATIONS CALL
 OUT 1200 GALLON TANKS BUT THE PLANS SHOW 1250 GALLON
 TANKS. CLARIFY.
 2) THE CITY STANDARD GREASE INTERCEPTOR DRAWING GS-7
 SHOWS THE SIZE OF THE BAFFLE HOLE AS 8 INCH BUT THE
 SUBMITTED SPECIFICATION SHOWS THE BAFFLE HOLE AS 5
 INCH. CLARIFY.
 3) THE SUBMITTED GREASE INTERCEPTOR SPECIFICATIONS SHOW
 THE LOCATION OF THE BAFFLE HOLE AT 3 FEET 6 INCHES
 ABOVE THE BOTTOM OF THE INTERCEPTOR AND THE CITY
 STANDARD DRAWING SHOWS THE BAFFLE HOLE AT 12 INCHES
 ABOVE THE BOTTOM OF THE INTERCEPTOR. CLARIFY.
 4) THE SUBMITTED GREASE INTERCEPTOR SPECIFICATIONS
 SHOWS A 6 INCH INLET AND OUTLET ON THE INTERCEPTORS YET
 THE SANITARY RISER SHOWS A 4 INCH LINE ENTERING AND
 EXITING THE INTERCEPTORS. THIS WILL CREATE A REDUCTION
 IN PIPE SIZE ON THE OUTLET OF THE INTERCEPTORS WHICH
 VIOLATES FBC-PLUMBING SEC.704.2.
 5) SHT. P1 - THE GREASE INTERCEPTOR CALCULATIONS REFER
 TO A SECTION 1003.5.1. THERE IS NO SUCH SECTION IN THE
 PLUMBING CODE. CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 2 Status F Date 2020-04-17 Cont ID  
Sent By jpearson Date 2020-04-17 Time 07:37 Rev Time 0.00
Received By jpearson Date 2020-04-17 Time 07:37 Sent To  
Notes
2020-04-17 07:37:07REVIEWED BY JERRY SMITH.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 20010651 931 VILLAGE BLVD
  
 INTERCEPTOR COMMENTS: DENIED
 1. SEE PLUMBING REVIEW; PER WPB FBC 107.2.1, PROVIDE A
 DETAIL AND MANUFACTURER?S SPECIFICATION OF THE GREASE
 INTERCEPTOR(S) SHOWING COMPLIANCE WITH WPB PUBLIC WORKS
 DEPARTMENT DOCUMENT GS-7 (CONCRETE GRAVITY INTERCEPTOR)
 OR GS-7.1 (HYDRO MECHANICAL GRAVITY INTERCEPTOR)
 INDICATE ON PLAN AND RISER SANITARY DIAGRAMS. PLEASE
 NOTE THAT AS STATED ON GS-7, THE MAXIMUM SIZE CONCRETE
 INTERCEPTOR SHALL BE 1250 GALLONS AND BASED ON YOUR
 CALCULATIONS WOULD REQUIRE MULTIPLE TANKS IN SERIES AND
 YOUR CALCULATIONS WOULD NEED TO REFLECT THAT.
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
 ALL PLANS TO BE DIGITALLY SIGNED AND SEALED BY THE
 DESIGNER IN ACCORDANCE WITH FAC AND FS.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20010651 931 VILLAGE BLVD
  
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status F Date 2020-02-04 Cont ID  
Sent By gjohnson Date 2020-02-04 Time 17:07 Rev Time 0.00
Received By gjohnson Date 2020-02-04 Time 17:07 Sent To  
Notes
2020-02-04 17:07:49PROVIDE VERIFICATION THAT THE EXISTING GREASE
 INTERCEPTOR IS IN GOOD WORKING ORDER. PER WPB AMEND TO
 FBC 107.2.1
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-06-03 Cont ID  
Sent By jpearson Date 2020-06-03 Time 07:28 Rev Time 0.00
Received By jpearson Date 2020-06-03 Time 07:28 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-05-11 Cont ID  
Sent By lmarchan Date 2020-05-11 Time 10:04 Rev Time 0.00
Received By lmarchan Date 2020-05-11 Time 10:04 Sent To  
Notes
2020-05-05 09:19:41THE ENERGYGAUGE COMPLIANCE SUBMITTAL IS NOT DIGITALLY
 SIGNED AND SEALED BY THE ENGINEERS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-04-22 Cont ID  
Sent By jpearson Date 2020-04-22 Time 09:44 Rev Time 0.00
Received By jpearson Date 2020-04-22 Time 09:44 Sent To  
Notes
2020-04-22 09:43:58ALL SHEETS THIS SUBMISSION ARE GOOD. ANY NEW SHEETS
 WILL NEED TO BE CHECKED. WPB FBC 105.1
Review Stop Z ZONING
Rev No 4 Status P Date 2020-05-26 Cont ID  
Sent By eschneid Date 2020-05-26 Time 15:58 Rev Time 0.20
Received By eschneid Date 2020-05-26 Time 15:14 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2020-05-11 Cont ID  
Sent By eschneid Date 2020-05-11 Time 10:00 Rev Time 0.25
Received By eschneid Date 2020-05-11 Time 09:46 Sent To  
Notes
2020-05-11 10:00:32FAILED
  
 1) UPDATED COMMENT: THANK YOU FOR PROVIDING THE SCREEN
 DETAIL ON SHEET A-6. PLEASE PROVIDE THE HEIGHT OF THE
 SCREEN AS WELL AS WHERE IT WILL BE INSTALLED ON THE
 ROOF SO THAT STAFF CAN VERIFY THAT THE NEW 5 TON RTU, A
 NEW 12.5 TON RTU, 2 NEW ROOF FANS AND A NEW MAU WILL BE
 SCREENED FROM VIEW OF THE PUBLIC.
  
 CONTACT ERIC SCHNEIDER @ (562) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2020-04-15 Cont ID  
Sent By eschneid Date 2020-04-15 Time 10:21 Rev Time 0.25
Received By eschneid Date 2020-04-15 Time 10:16 Sent To  
Notes
2020-04-15 10:21:28FAILED
  
 1) REPEAT COMMENT: THE PLANS SHOW A NEW 5 TON RTU, A
 NEW 12.5 TON RTU, 2 NEW ROOF FANS AND A NEW MAU ARE ALL
 SHOWN ON THE ROOF. ALL NEW MECHANICAL EQUIPMENT SHALL
 BE SCREENED FROM VIEW OF THE PUBLIC. PROVIDE DRAWINGS
 TO VERIFY THAT THE FULL HEIGHT OF THE EQUIPMENT IS
 SCREENED FROM VIEW. THIS INCLUDES THE REAR OF THE SITE
 (KEISER UNIVERSITY). ---- THIS IS NEW EQUIPMENT, SO PER
 THE DEVELOPMENT ORDER FOR VILLAGE COMMONS ADOPTED IN
 2016, IT NEEDS TO BE SCREENED.
  
 CONTACT ERIC SCHNEIDER @ (562) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2020-01-24 Cont ID  
Sent By eschneid Date 2020-01-24 Time 16:49 Rev Time 0.25
Received By eschneid Date 2020-01-24 Time 16:32 Sent To  
Notes
2020-01-24 16:49:21FAILED
  
 1) THE PLANS SHOW A NEW 5 TON RTU, A NEW 12.5 TON RTU,
 2 NEW ROOF FANS AND A NEW MAU ARE ALL SHOWN ON THE
 ROOF. ALL NEW MECHANICAL EQUIPMENT SHALL BE SCREENED
 FROM VIEW OF THE PUBLIC. PROVIDE DRAWINGS TO VERIFY
 THAT THE FULL HEIGHT OF THE EQUIPMENT IS SCREENED FROM
 VIEW. THIS INCLUDES THE REAR OF THE SITE (KEISER
 UNIVERSITY).
  
 CONTACT ERIC SCHNEIDER @ (562) 822-1446
 [email protected]
  
  


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