Plan Review Details - Permit 21070509
Plan Review Stops For Permit 21070509
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2021-09-22 Cont ID  
Sent By jwitmer Date 2021-09-22 Time 13:41 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2021-09-21 Cont ID  
Sent By jwitmer Date 2021-09-21 Time 12:47 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-09-21 12:47:26COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION
 THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.
 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.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2021-08-10 Cont ID  
Sent By jwitmer Date 2021-08-10 Time 15:37 Rev Time 0.00
Received By jwitmer Date 2021-08-10 Time 15:16 Sent To  
Notes
2021-08-10 15:37:11COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION
 THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.
 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.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2021-09-22 Cont ID  
Sent By jwitmer Date 2021-09-21 Time 12:45 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-09-21 12:46:42WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21070509
 ADD: 2751 S. DIXIE HWY.
 CONT: RED DOOR CONSTRUCTION LLC
 TEL: 786-535-1006
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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. SEPT. 21ST/2021
 ACTION: PASSED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-08-11 Cont ID  
Sent By jwitmer Date 2021-08-11 Time 09:03 Rev Time 0.00
Received By jwitmer Date 2021-08-10 Time 15:16 Sent To  
Notes
2021-08-11 09:03:34WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21070509
 ADD: 2751 S. DIXIE HWY.
 CONT: RED DOOR CONSTRUCTION LLC
 TEL: 786-535-1006
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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: WED. AUGUST 11/2021
 ACTION: DENIED
  
 1) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN. THE OCCUPANT
 LOAD FACTOR FOR THE AREAS PREPARED FOODS, BAKERY FISH,
 MEAT, DELI PRODUCE PREP KITCHEN AND SCULLERY ARE ALL
 BEING TAKEN AT 300 AS AN OCCUPANT LOAD FACTOR. IN
 REVIEWING THE 2020 FBC-B TABLE 1004.5 COMMERCIAL
 KITCHENS ARE TAKEN AT 200 OCCUPANT LOAD FACTORS. FOR
 ALL AREAS LISTED ABOVE THE OCCUPANCY SHOULD BE TAKEN AS
 A F-1 OCCUPANCY SINCE IT IS FOOD PROCESSING
 ESTABLISHMENT & COMMERCIAL NOT ASSOCIATED WITH A
 RESTAURANT OR CAFETERIA AND IS OVER 2,500 SQ. FT. THE
 LISTED AREAS ABOVE TOTAL TO 3,675 SQ. FT. SEE SECTION
 306.2 OF THE 2020 FBC-BUILDING.
 2) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN. THE LIFE
 SAFETY PLAN ONLY SHOWS ONE EXIT DOOR 119 WITH EXIT
 LIGHT AND NO OCCUPANT LOAD GOING THROUGH THE DOOR. WITH
 THE OCCUPANT LOAD GIVEN 156 THERE WILL BE 2 MEANS OF
 EGRESS REQUIRED. THE REQUIRED 2 EGRESS DOORS MUST BE
 1/3RD THE OVERALL DIAGONAL DISTANCE OF THE TENANT SPACE
 APART. THE ENTRANCE DOOR 118 IS TO CLOSE TO BE COUNTED
 AS ONE OF THE EXITS. JUST IN FRONT OF THE OFFICE # 120
 THERE APPEARS TO BE A 2ND MEANS OF EGRESS BUT THERE IS
 NO EXIT LIGHT INDICATING THIS IS AN EXIT NOR THE NUMBER
 OF OCCUPANTS THAT ARE GOING THROUGH THE DOORWAY.
 SEE THE 2020 FBC-B SECTION 1006.2.1 AND TABLE 1006.2.1.
  
 3) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN IS SILENT AS
 TO HOW MANY DOORWAYS; EXITS ARE ACCESSIBLE DOORWAYS.
 2020 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
 202 FBC-ACCESS. CODE CHANGES IN LEVEL 303.2 AND 303.3.
 WHERE CHANGES IN LEVEL ARE PERMITTED IN THE FLOOR OR
 GROUND SURFACES, THEY SHALL COMPLY WITH SECTION 303.
 SEE 303.1 & 303.2.
  
 4) COOLERS AND FREEZERS REQUIRE A SEPARATE PERMIT.
 PLEASE ALSO PUT A NOTE ON THE LIFE SAFETY PLAN B-101
 THAT IN FIRE SPRINKLERED BUILDINGS COOLERS AND FREEZERS
 MUST BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH 903.3.1.1 SEE THE 2020FBC-BUILDING CODE
 SECTION 2603.4.1.2(4).
  
 5) SHEET A-101 THE GENERAL NOTES 6-10 ARE NOT COMPLETE
 SEE SHEET AX.X. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
 6) SHEET A-101 AT THE TOP OF THE SHEET THEE IS A CART
 RETURN AT WHAT APPEARS TO BE THE FRONT OF THE BUILDING
 AND A NOTE LOW RAIL TO SEPARATE CARTS FROM SEATING AREA
 AND ALSO A DETAIL NOTE DETAIL 1/ A-417.
 THERE IS NO SUCH SHEET LISTED IN THE INDEX SHEET G-102
 NOR IS THERE SUCH A SHEET IN THE PLAN SET OF DRAWINGS.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) SHEET A-101 CUSTOMER SERVICE COUNTER SHOWS A DETAIL
 #5/ A425 PLEASE PROVIDE THE KNEE AND TOE SPACE
 COMPLYING WITH 306. A CLEAR FLOOR SPACE COMPLYING WITH
 305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE
 COUNTER, 2020 FBC-ACCESSIBILITY CODE.
  
 8A) SHEET A-106 ROOF PLAN NOTE # 1 INDICATES A NEW
 ROOF. THE DEFERRED SUBMITTALS ON SHEET C-101 DOES NOT
 INCLUDE ROOFING AS A DEFERRED SUBMITTAL.
 2020 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)(A) ROOF HATCHES.
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 8B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP
 DRAWING STAMP OF APPROVAL) 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.
  
 8C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 9) WITH THE NEW ROOF TOP MECHANICAL EQUIPMENT TO BE
 LOCATED ON THE ROOF (SHEET A-106 NOTE # 4) SEE
 MECHANICAL SHEETS FOR ADDITIONAL ROOF PENETRATION.
 SHEET M-103 ROOF TOP WIND RESISTANCE NOTES:
  
 9A) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 1
 STATES THE WIND SPEED IS 160 MPH VULT, AND EXPOSURE C.
 PLEASE NOTE THIS STRUCTURE IS IN A 170 MPH VULT WIND
 ZONE, SEE FIGURE 1609.3(1) FOR RISK CATEGORY II
 BUILDINGS. NOTE # 4 WIND PRESSURES SHALL BE PER FBC
 1609.
  
 9B) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 2
 STATES EQUIPMENT SHALL HAVE MANUFACTURER CURB HURRICANE
 TIE-DOWNS FOR WIND RESISTANCE THERE ARE NONE SHOWN.
 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.
  
 2020 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.
  
 9C) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 5 THE
 INSTALLATION AND FABRICATION METHODS FOR SECURING AND
 ANCHORING EQUIPMENT TO CURBS AND FOR RAILS/ CURBS
 SECURING AND ANCHORING TO STRUCTURE SIZING AND METHODS
 SHALL BE DESIGNED BY LICENSED STRUCTURAL ENGINEER IN
 THE STATE OF FLORIDA. THIS REVIEW NONE OF THE ROOF TOP
 EQUIPMENT HAS BEEN DESIGNED FOR ANCHORING BY A FLORIDA
 P.E.
  
 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.
 2020 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.
  
 10) THE ARCHITECTURAL SHEETS NOR THE MECHANICAL SHEETS
 SHOW HOW POINT LOADING OF HE BAR JOIST WILL OCCUR.
 THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF PLANS.
 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.
  
 11) WELDED OR BOLTED CONNECTIONS. THIS BUILDING
 CONTAINS EITHER BOLTED AND OR WELDED 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.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 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.
  
 12) SHEET G-103 UNDER THE HEADING THRESHOLD BUILDINGS
 STATES THIS APPLIES. PLEASE PROVIDE UNDER WHAT CRITERIA
 YOU BELIEVE THIS STATEMENT APPLIES. SEE FLORIDA STATUTE
 FL S. S. 553.71(7) ?THRESHOLD BUILDING" MEANING ANY
 BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF PLANS.
 BUILDING HEIGHT IS 40 FEET ABOVE GRADE.
  
 13) SHEET A-300 SHOWS THE ROOF LEVEL AT 40 FEET ABOVE
 GRADE, PLEASE PROVIDE HOW COMPLIANCE WITH THE 2020
 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
 THE ROOF OF A BUILDING SUCH THAT PERSONNEL WILL HAVE TO
 CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE GRADE TO
 ACCESS SUCH EQUIPMENT OR APPLIANCES, AN INTERIOR OR
 EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. SUCH ACCESS
 SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER
 THAN 30 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS
 HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12
 UNITS HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL
 NOT REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS
 INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL
 BE MEASURED TO THE TOP OF THE PARAPET WALL.
  
 14) PLEASE PROVIDE WHERE I CAN FIND THE PRESSURES FOR
 THE COMPONENTS AND CLADDING FOR ROOF ZONES 1, 2, & 3 AS
 WELL AS FOR WALL ZONES 4 & 5. 2020 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:
  
 14.1. 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.
  
 14.2. RISK CATEGORY.
  
 14.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 14.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 14.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 14.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 15) DEFERRED SUBMITTALS. IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY IN 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,
 SILL HEIGTH, TYPE OF GLAZING, MULLION SIZE, LENGTH IF
 UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2020 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.
  
 16) 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/ADMINISTRAT
 ION/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.
  
 17) 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 WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE
 WORKING FROM CITY HALL.
 MY WORK HOURS ARE TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2021-10-12 Cont ID  
Sent By jleahy Date 2021-10-12 Time 15:21 Rev Time 0.00
Received By jleahy Date 2021-10-12 Time 15:21 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-08-11 Cont ID  
Sent By jleahy Date 2021-08-11 Time 14:28 Rev Time 0.00
Received By jleahy Date 2021-08-10 Time 13:42 Sent To  
Notes
2021-08-11 14:36:26ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA 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 E-106
  
 1) RISER DIAGRAM SHOWS FEEDER FROM MDP TO EMH AS 3/0
 PROTECTED BY A 225 AMPERE BREAKER?
  
 2) GENERATOR REQUIRES A SEAPARATE PERMIT AND PLANS.
  
 PAGE E-102A
  
 KITCHEN, PREP AREAS, INDOOR WET LOCATIONS, AND WITHIN
 6' OF A SINK ALL THESE AREAS REQUIRE GFCI PROTECTION
 PER 210.8(B)
  
 210.8(B) OTHER THAN DWELLING UNITS. ALL SINGLE-PHASE
 RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50
 AMPERES OR LESS AND THREEPHASE
 RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 100
 AMPERES OR LESS INSTALLED IN THE FOLLOWING LOCATIONS
 SHALL HAVE GROUND-FAULT
 CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL.
 (2) KITCHENS
 (5) SINKS ? WHERE RECEPTACLES ARE INSTALLED WITHIN 1.8
 M (6 FT) FROM THE TOP INSIDE EDGE OF THE BOWL OF THE
 SINK
 (6) INDOOR WET LOCATIONS
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-07-19 Cont ID  
Sent By   Date 2021-07-19 Time   Rev Time 0.00
Received By bdolan Date 2021-07-19 Time 11:54 Sent To  
Notes
2021-07-19 12:37:19THIS PLAN WAS REVIEWED AND APPROVED BY THE FIRE
 DEPARTMENT, WITH THE FOLLOWING COMMENTS:
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 ALL WORK ON THE FIRE SPRINKLER SYSTEM, FIRE ALARM
 SYSTREM, AND HOOD SUPPRESSION SYSTEMS IS REQUIRED TO BE
 COMPLETED BY A CERTIFIED CONTRACTOR AND SHALL COMPLY
 WITH RELEVANT NFPA CODE. SEPARATE SHOP DRAWINGS, ARE
 REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE
 FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THESE
 SYSTEMS.
  
 ALL ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING
 EQUIPMENT SHALL BE ILLUSTRATED ON THE PLAN, INCLUDING
 IN WALK IN COOLERS.
  
 PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 561-804-4752
 [email protected]
 .
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2021-10-21 Cont ID  
Sent By lcrespo Date 2021-10-21 Time 12:18 Rev Time 0.00
Received By lcrespo Date 2021-10-12 Time 16:17 Sent To  
Notes
2021-10-21 12:18:5810/21/21 REVIEWED FOR CODE COMPLIANCE (GAS)
  
 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.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2021-08-02 Cont ID  
Sent By tklarge Date 2021-08-02 Time 11:07 Rev Time 0.00
Received By tklarge Date 2021-08-02 Time 10:36 Sent To  
Notes
2021-08-02 10:54:221) SUBMIT A GAS ISOMETRIC DRAWING THAT CLEARLY SHOWS
 THE LENGTH OF ALL CUT SECTIONS OF PIPE PER FBC-FUEL
 GAS, SECS. 402.4.1, 402.4.2.
 2) SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, TYPE OF GAS (LP OR NATURAL).WPB AMEND. TO
 FBC SEC. 107.2.1.
 3) LIST THE BTU LOAD OF EACH APPLIANCE AND THE TOTAL
 BTU LOAD ON THE SYSTEM. REFER TO THE FBC-FUEL GAS
 SECS.401.8, 402.2, AND TABLES 402.4 (1) THRU 402.4
 (37).
 4) SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (GAS
 METER / MP REGULATOR) TO THE MOST REMOTE OUTLET IN THE
 BUILDING AND / OR SYSTEM PER THE FBC-FUEL GAS
 SEC.402.4.1, 402.4.2.
 5) SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-FUEL GAS CODE SEC.304.1.
 6) INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 ON THE PLAN PER FBC-FUEL GAS SEC.402.1, 402.4.3 THRU
 402.6.
 7) SUBMIT A DETAIL SHOWING THE TYPE OF VENT, LOCATION,
 SIZE, TERMINATION POINT, HEIGHT ABOVE THE ROOF AND
 ANCHORING DETAILS OF THE GAS VENT(S) PER FBC-FUEL GAS
 SECS. 502 THRU 505.
 8) SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
 COMPLIANCE WITH STANDARDS NFPA 54, AND FBC- FUEL GAS
 CODE SEC. 402.2, AND 301.3. GAS APPLIANCES SHALL BE
 LISTED AND LABELED. THE INSTALLATION MANUALS FOR ALL
 GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT THE TIME
 OF INSPECTION. FBC-FUEL GAS CODE SEC.305.1.
 9) EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE. NFPA
 96-14. SECS. 10.4.1, 10.4.3, 10.4.4, 10.5.1.
 10) SUBMIT 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 FBC-FUEL GAS
 CODE OR OTHER STANDARD THAT WERE USED IN THE DESIGN OF
 THIS GAS SYSTEM. REFER TO THE FBC-FUEL GAS SECS. 401.4,
 401.8, 402.3, AND TABLES 402.4 (1) THRU 402.4 (37).
 11) SHOW THE LOCATION OF ALL MP (STEP-DOWN) REGULATORS
 ( IF APPLICABLE). A LISTED SHUTOFF VALVE SHALL BE
 INSTALLED IMMEDIATELY AHEAD OF EACH MP REGULATOR AND A
 UNION SHALL BE INSTALLED WITHIN ONE FOOT UPSTREAM OR
 DOWNSTREAM OF EACH REGULATOR. FBC-FUEL GAS SEC.409.4,
 410.2 (7).
 12) ) SUBMIT MANUFACTURER?S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE PRESSURE REGULATORS
 (IF APPLICABLE). REGULATORS INSTALLED ON THE EXTERIOR
 OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
 INSTALLATION. IDENTIFY ON THE SPECIFICATION SHEETS
 WHICH MODEL REGULATOR IS BEING INSTALLED AND THE
 ORIFICE SIZE TO ENSURE THE REGULATOR CAN ACCOMMODATE
 THE BTU LOAD THROUGH THE REGULATOR. FGC SEC.410.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-10-21 Cont ID  
Sent By lcrespo Date 2021-10-21 Time 16:34 Rev Time 0.00
Received By lcrespo Date 2021-09-13 Time 07:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-09-10 Cont ID  
Sent By lmarchan Date 2021-09-10 Time 11:01 Rev Time 0.00
Received By lmarchan Date 2021-07-13 Time 12:49 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-11-17 Cont ID  
Sent By lmarchan Date 2021-11-17 Time 16:23 Rev Time 0.00
Received By lmarchan Date 2021-10-12 Time 15:32 Sent To  
Notes
2021-11-17 16:23:57RECEIPT MU-2021-054503-0000 - $0.00 DUE
2021-10-12 15:33:0810/12/21 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-08-10 Cont ID  
Sent By jwitmer Date 2021-08-10 Time 15:36 Rev Time 0.00
Received By jwitmer Date 2021-08-10 Time 15:16 Sent To  
Notes
2021-08-10 15:36:06IMPACT 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].
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2021-09-24 Cont ID  
Sent By medwards Date 2021-09-24 Time 06:46 Rev Time 0.00
Received By medwards Date 2021-09-24 Time 06:46 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-08-11 Cont ID  
Sent By medwards Date 2021-08-11 Time 10:40 Rev Time 0.00
Received By medwards Date 2021-08-11 Time 10:40 Sent To  
Notes
2021-08-11 10:41:261ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21070509
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE ADD A NOTE ON THE DRAWINGS STATING THAT THE
 HOODS SHALL HAVE A SEPARATE PERMIT , DRAWINGS AND PLAN
 REVIEW AS THEY WILL NOT BE REVIEWED UNDER THIS PERMIT.
  
 2) PLEASE ADD A NOTE ON THE DRAWINGS STATING THAT THE
 REFRIGERATION SYSTEMS SHALL HAVE A SEPARATE PERMIT,
 DRAWINGS AND PLAN REVIEW AS THEY WILL NOT BE REVIEWED
 UNDER THIS PERMIT.
  
 3) SHEET M-001: PLEASE REVISIT THE OUTDOOR AIR
 CALCULATIONS. USING THE NUMBERS YOU SHOW IN THE MINIMUM
 VENTILATION RATES IN BREATHING ZONE TABLE, I CALCULATE
 A TOTAL OF 1,765 CFM REQUIRED OUTDOOR AIR FOR THIS
 TENANT SPACE.
  
 4) SHEET M-103: PLEASE SHOW THE CONDENSATE PIPING,
 MATERIAL AND THE TERMINATION LOCATION. FBC M 307
  
 5) SHEET M-103: PLEASE PROVIDE A DETAIL DRAWING OF THE
 BOILER EQUIPMENT EXHAUST. PROVIDE MATERIAL TYPE AND
 LENGTHS OF PIPING ALONG WITH COMPLIANCE OF FBC M
 CHAPTER 10.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2021-10-21 Cont ID  
Sent By lcrespo Date 2021-10-21 Time 12:19 Rev Time 0.00
Received By lcrespo Date 2021-10-12 Time 16:16 Sent To  
Notes
2021-10-21 12:19:2910/21/21 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 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.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-08-02 Cont ID  
Sent By tklarge Date 2021-08-02 Time 10:36 Rev Time 0.00
Received By tklarge Date 2021-07-28 Time 13:47 Sent To  
Notes
2021-08-02 05:21:571) SHT. G-104 - TYPICAL DEVICE PLACEMENT DETAILS - THE
 ROOM SIGN ABOVE THE FINISH FLOOR SHALL BE LOCATED 60
 INCHES MAXIMUM TO THE BASELINE OF THE HIGHEST TACTILE
 CHARACTER, NOT TO THE CENTERLINE OF THE SIGN AS SHOWN.
 FBC-ACCESS. SEC. 703.4.1.
 2) SHT. G-104 - SHOW THE REQUIRED KNEE AND TOE
 CLEARANCES FOR THE LAVATORY. COMPLY WITH FBC-ACCESS.
 SEC. 306.
 3) SHT. G-105 - SOME OF THE FIRESTOPPING DETAILS ARE
 MISSING THE TYPE OF PIPE MATERIALS AND THE MAXIMUM SIZE
 OF THE PENETRATING ITEMS. WPB AMEND. TO FBC
 SEC.107.3.5.1.1. SEE DETAILS #8, 10 & 11.
 4) SHT. B-101 AND ARCHITECTURAL SHEETS - THE
 "UNIVERSAL' TOILET ROOMS SHALL BE GENDER SPECIFIC IN
 ACCORDANCE WITH FBC-PLUMBING SEC. 403.2. REVISE ALL
 APPLICABLE SHEETS TO COMPLY.
 5) THE REQUIRED LAVATORY IS NOT SHOWN ON SHT. A-101.
 6) SHTS. A-400 & A-410 - SHOW THE REQUIRED CLEAR FLOOR
 SPACES FOR THE HANDICAPPED ACCESSIBLE FIXTURES IN ALL
 TOILET ROOMS AND THE DRINKING FOUNTAINS AND SHOW THE
 DIMENSIONS (L X W) OF EACH CLEAR FLOOR SPACE. COMPLY
 WITH FBC-ACCESS. SECS.602.2, 604.3 & 606.2,
 7) SHT. A-400 - DETAIL #1 - SHOW THE INSIDE CLEAR
 LENGTH OF THE TOILET ROOM. WPB AMEND. TO FBC SEC.
 107.2.1.
 8) SHT. A- 410 - DETAILS #1 & #6 - SHOW THE INSIDE
 CLEAR LENGTH OF THE TOILET ROOMS ON THE PLANS. WPB
 AMEND. TO FBC SEC. 107.2.1.
 9) SHT. A- 410 - DETAILS #1 & #6 - SHOW THE FIXTURE
 CLEARANCE OF THE ACCESSIBLE WATER CLOSET FROM THE
 ADJACENT WALL. COMPLY WITH FBC-ACCESS. SEC. 604.2.
 10) SHT.A- 410 - DETAIL #6 - TOILET ROOM #125 - THE
 LAVATORY APPEARS TO BE ENCROACHING INTO THE CLEAR FLOOR
 SPACE FOR THE WATER CLOSET. COMPLY WITH FBC- ACCESS.
 SEC.604.3.1.
 11) TOILET ROOMS 124 & 125 SHALL COMPLY WITH
 FBC-ACCESS. SEC.213.1, 213.2.
 12) TOILET ROOM #125 IS NOT LISTED ON THE FINISH
 SCHEDULE ON SHTS. ID-101 OR ID-110. CLARIFY.
 13) SHT. G-102 - THE SHEET INDEX LISTS DRAWINGS P- 105
 & P-106 BUT THESE DRAWINGS ARE NOT INCLUDED IN THIS
 SUBMITTAL. CLARIFY.
 14) SHT. P-101 - THERE IS A NOTE AT THE UNDERGROUND
 SANITARY LINES THE STATES " FOR CONT. SEE P-101." THERE
 IS NO CONTINUATION OF THESE LINES SHOWN ON P-101. THIS
 ALSO OCCURS ON THE GAS LINE. CLARIFY.
 15) SHT. P-102 - LEFT SIDE OF DRAWING - THERE IS A NOTE
 STATING " EX. GW FROM TENANTS" BUT THIS GREASE LINE IS
 SHOWN CONNECTED TO THE SANITARY SYSTEM. THE GREASE
 CANNOT CONNECT TO THE SANITARY SYSTEM. FBC-PLUMBING
 SEC.1003.1.
 16) ALL HAND SINKS SHALL DISCHARGE TO THE SANITARY
 SYSTEM PER FBC-PLUMBING SEC.1003.2.
 17) CLEAR WATER CONDENSATE WASTE FROM
 EVAPORATORS/COOLERS SHALL NOT BE DISCHARGED TO THE
 GREASE WASTE SYSTEM PER FBC-PLUMBING SEC.1003.2.
 18) SHT. P-102 - SHOW THE CONTINUATION OF THE SANITARY
 LINE BY COLUMN #16. WPB AMEND. TO FBC SEC. 107.2.1.
 19) BACKFLOW PREVENTION DEVICES ARE REQUIRED ON THE
 DISHWASHER, COFFEE MACHINES, STEAMER, ROTISSERIE OVEN,
 ICE MACHINES, WATER FILTRATION SYSTEM, & COMBI-OVENS
 AND ANY OTHER APPLIANCE /EQUIPMENT THAT UTILIZES
 POTABLE WATER. FBC-PLUMBING SECS.608.3, 608.4,
 608.17.1, 608.17.1.2.
 20) SHT. P-103 - THERE IS A NOTE ON THE 3-INCH COLD
 WATER LINE AT THE TOP OF THE DRAWING THAT STATES " 3"
 CW. SEE CIVIL PLAN FOR CONT." THHERE ARE NO CIVIL PLANS
 IN THIS SUBMITTAL. LARIFY.
 21) A FULL OPEN SHUTOFF VALVE IS REQUIRED ON THE WATER
 SUPPLY TO THIS SPACE PER FBC-PLUMBING SEC.606.1 (2).
 22) SUBMIT A WATER RISER DIAGRAM FOR REVIEW. WPB AMEND.
 TO FBC SEC. 107.3.5.1.3.
 23) SHTS. P-102 & P-103 - SHOW THE PIPE SIZES ON THE
 DRAWING. WPB AMEND. TO FBC SEC. 107.2.1.
 24) SHT. P-102 - THE LEFT SIDE OF THE DRAWING SHOWS AN
 EXISTING 3 INCH SANITARY LINE FROM THE 2ND FLOOR AND
 SHT. P-104 SHOWS THE SAME LINE AS 4 INCH. CLARIFY.
 25) SHT. P-104 - TOILET ROOMS # 121 & 122 - NOT MORE
 THAN ONE WET-VENTED FIXTURE DRAIN SHALL DISCHARGE
 UPSTREAM OF THE DRY-VENTED FIXTURE DRAIN CONNECTION.
 THE WATER CLOSETS UPSTREAM OF THE LAVATORIES DO NOT
 COMPLY WITH THE CODE AS DRAWN.FBC-PLUMBING SEC.
 912.2.1.
 26) SHT. P-102 - THERE ARE 4 TRENCH DRAINS SHOWN ON THE
 FLOOR PLAN IN THE RECEIVING/PRODUCE AREA BUT ONLY 3 ARE
 SHOWN ON THE SANITARY RISER.CLARIFY.
 27) SHT. P-104 - SIZE THE BRANCH VENTS FOR THE TRENCH
 DRAINS IN THE PREPARED FOODS AREA. WPB AMEND. TO FBC
 SEC. 107.2.1.
 28)FOOD SERVICE PLANS - THERE IS A NOTE IN THE LOWER
 RIGHT CORNER OF THE PLANS THAT READS "NOT FOR
 CONSTRUCTION." CLARIFY.
 29) THE FOOD SERVICE PLANS SHALL BE REVIEWED BY THE
 DESIGN PROFESSIONAL OF RECORD AND THEIR STAMP OF
 APPROVAL SHALL BE ON THE DRAWINGS NOTING ANY EXCEPTIONS
 TAKEN. WPB AMEND. TO FBC SEC.107.3.4.
 30) SHOW MATCH LINES ON THE FOOD SERVICE PLANS FOR THE
 CONTINUATION OF THE AREAS.WPB AMEND. TO FBC SEC.
 107.2.1.
 31) SUBMIT GREASE TRAP SIZING CALCULATIONS TO ENSURE
 THAT THE EXISTING TRAPS HAVE THE REQUIRED CAPACITY FOR
 THE NEW GREASE WASTE SYSTEM LOAD. FBC-PLUMBING
 SECS.1003.2, 1003.3.5.1.
 32) SHT. G-103 - INDICATE ON THE PLAN IF THIS IS A
 CHANGE OF OCCUPANCY IN ACCORDANCE WITH FBC-EXISTING
 BUILDING CODE. IF THIS IS A CHANGE OF OCCUPANCY,
 INDICATE THE PREVIOUS OCUPANCY ON THE PLAN. WPB AMEND.
 TO FBC SEC. 107.2.1.
 33) THE PLANS AND APPLICATION SHOW THE ADDRESS AS 2751
 S. DIXIE HWY. BUT THE PCN ON THE APPLICATION COMES UP
 AS 2715 S. DIXIE HWY. ON THE PALM BEACH COUNTY PROPERTY
 APPRAISER'S WEBSITE. 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 P Date 2021-10-21 Cont ID  
Sent By lcrespo Date 2021-10-21 Time 11:42 Rev Time 0.00
Received By lcrespo Date 2021-10-13 Time 07:36 Sent To  
Notes
***NONE***
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status F Date 2021-08-02 Cont ID  
Sent By tklarge Date 2021-08-02 Time 11:10 Rev Time 0.00
Received By tklarge Date 2021-08-02 Time 11:07 Sent To  
Notes
2021-08-02 11:09:031) ) SHT. P-102 - LEFT SIDE OF DRAWING - THERE IS A
 NOTE STATING " EX. GW FROM TENANTS" BUT THIS GREASE
 LINE IS SHOWN CONNECTED TO THE SANITARY SYSTEM. THE
 GREASE CANNOT CONNECT TO THE SANITARY SYSTEM.
 FBC-PLUMBING SEC.1003.1.
 2) ALL HAND SINKS SHALL DISCHARGE TO THE SANITARY
 SYSTEM, NOT TO THE GREASE WASTE SYSTEM PER FBC-PLUMBING
 SEC.1003.2.
 3) SUBMIT GREASE TRAP SIZING CALCULATIONS TO ENSURE
 THAT THE EXISTING TRAPS HAVE THE REQUIRED CAPACITY FOR
 THE NEW GREASE WASTE SYSTEM LOAD. FBC-PLUMBING
 SECS.1003.2, 1003.3.5.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-10-21 Cont ID  
Sent By lcrespo Date 2021-10-21 Time 13:03 Rev Time 0.00
Received By lcrespo Date 2021-10-21 Time 13:03 Sent To  
Notes
2021-09-24 06:47:35SIGNATURES FOR THE MECHANICAL SHEETS ARE APPROVED ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-08-11 Cont ID  
Sent By medwards Date 2021-08-11 Time 10:49 Rev Time 0.00
Received By medwards Date 2021-08-11 Time 10:49 Sent To  
Notes
2021-08-11 10:50:28THE FS SHEETS WILL NEED DIGITAL SIGNATURE FROM THE
 DESIGNER AND THEN RESUBMITTED.
  
 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 Z ZONING
Rev No 1 Status P Date 2021-09-10 Cont ID  
Sent By jroach Date 2021-09-10 Time 10:49 Rev Time 0.00
Received By jroach Date 2021-09-10 Time 10:49 Sent To  
Notes
2021-09-10 10:49:44THIS PERMIT REVIEW IS LIMITED TO THE INTERIOR BUILD-OUT
 ONLY.
  
 THE PROJECT IS SUBJECT TO ALL DEVELOPMENT ORDER
 CONDITIONS, AS OUTLINED IN RESOLUTION NO. 81-20, AS
 APPROVED BY THE CITY COMMISSION, AND AS MAY BE AMENDED.
 _______________________________________________________
 _____________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 P: 561.822.1448 | E: [email protected]


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