Plan Review Details - Permit 20110300
Plan Review Stops For Permit 20110300
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2021-01-29 Cont ID  
Sent By cpuell Date 2021-01-29 Time 16:12 Rev Time 0.00
Received By cpuell Date 2021-01-29 Time 16:12 Sent To  
Notes
2021-01-29 16:13:46SUITES 157 & 159 MERGED, 159 TO BE USED AS THE SUITE
 NUMBER.

Review Stop AD ADDRESSING
Rev No 2 Status F Date 2021-01-21 Cont ID  
Sent By cpuell Date 2021-01-21 Time 10:18 Rev Time 0.00
Received By cpuell Date 2021-01-21 Time 10:18 Sent To  
Notes
2021-01-21 10:18:51APPLICANT HAS NOT REACHED OUT TO ME, TO DETERMINE
 CORRECT SUITE NUMBER, PLEASE EMAIL [email protected]

Review Stop AD ADDRESSING
Rev No 1 Status F Date 2020-12-17 Cont ID  
Sent By cpuell Date 2020-12-17 Time 09:58 Rev Time 0.00
Received By cpuell Date 2020-12-17 Time 09:58 Sent To  
Notes
2020-12-17 09:59:10PLEASE EMAIL [email protected], WHAT TENANT WAS IN THIS
 SPACE PREVIOUSLY?

Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2021-01-24 Cont ID  
Sent By jwitmer Date 2021-01-24 Time 14:41 Rev Time 0.00
Received By jwitmer Date 2021-01-24 Time 14:31 Sent To  
Notes
***NONE***

Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2021-01-05 Cont ID  
Sent By jwitmer Date 2021-01-05 Time 12:13 Rev Time 0.00
Received By jwitmer Date 2021-01-05 Time 10:46 Sent To  
Notes
2021-01-05 12:13:11COMMERCIAL ASBESTOS
  
 TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING: THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  

Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-11-10 Cont ID  
Sent By jwitmer Date 2020-11-10 Time 10:59 Rev Time 0.00
Received By jwitmer Date 2020-11-10 Time 08:03 Sent To  
Notes
2020-11-10 10:58:34COMMERCIAL ASBESTOS
  
 TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-01-24 Cont ID  
Sent By jwitmer Date 2021-01-24 Time 14:59 Rev Time 0.00
Received By jwitmer Date 2021-01-24 Time 14:31 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-01-05 Cont ID  
Sent By jwitmer Date 2021-01-05 Time 12:12 Rev Time 0.00
Received By jwitmer Date 2021-01-05 Time 10:46 Sent To  
Notes
2021-01-05 12:10:43WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20110300
 ADD: 701 S. ROSEMARY AVE. #159 / STARBUCKS BUILD OUT
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-583-9990
 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. JAN. 05//2021
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) COMPLIED.LIFE SAFETY SHEET:
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6A) 2ND REQUEST. TESTING REPORTS AND THEIR TECHNICAL
 SHEETS ARE TO BE EITHER A MIAMI-DADE NOA OR FLORIDA
 APPROVAL.
 SHEET APX-201 & A-601 NEW STOREFRONT DOOR AND WINDOW
 SYSTEM. THE SYSTEM TO BE YKK YHS 50 FI SYSTEM WITH
 1- 5/16TH INCH IMPACT/ INSULATED GLASS. PLEASE SUBMIT
 THE PRODUCT APPROVALS FOR THESE SYSTEMS.
 COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2 PROTECTION
 OF OPENINGS, 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) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
  
 6B)2ND REQUEST. 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.
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 6C) 2ND REQUEST. 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.
  
 6D) 2ND REQUEST. IDENTIFY GLAZING/ MULLIONS. PLEASE
 IDENTIFY ON THE PRODUCT APPROVAL BEFORE SUBMITTING TO
 DESIGNER OF RECORD AND BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR
 REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 6E) NEW COMMENT. YKKAP SERIES YHS50 FI INSIDE GLAZED
 ALUMINUM STOREFRONT SYSTEM IS NOT THE COMPLETE FLORIDA
 APPROVAL 14218. THE TOTAL REPORT INCLUDING THE
 TECHNICAL SHEETS ARE REQUIRED. THE RESPONCE SHEET
 STATES THE DESIGNER OF RECORD WILL REVIEW SHOP
 DRAWINGS. PLEASE NOTE WE REVIEW THE PRODUCT APPROVALS
 TO SEE IF THE SIZE OF THE GLAZING AND MULLIONS WILL
 MEET THE REQUIRED PRESSURES. THIS IS WHY WE GIVE THE
 DESIGNER OF RECORD A CHOICE, EITHER WE REVIEW ALL OF
 THE COMPONENT & CLADDING BEFORE PERMIT ISSUANCE OR THE
 DESIGNER OF RECORD CAN ASK FOR A DEFERRED SUBMITTAL
 UNTIL AFTER PERMIT ISSUANCE. IT APPEARS WITH THE ATEMPT
 AT SUBMITTING PRODUCT APPROVALS WE WILL BE REVIEWING
 THEM NOW. IF THE CONTRACTOR CHANGES PRODUCT APPROVALS
 AFTER PERMIT ISSUANCE, EACH PRODUCT APPROVAL CHANGED IS
 CONSIDERED A SEPARATE REVISION AND REVIEWS WITH
 ASSOCIATED FEES.
  
 6F) THE SUBMITTED TREMCO YKK35H GASKET SYSTEM SHOULD BE
 PART OF THE PRODUCT APPROVAL FOR THE DOOR SYSTEM,
 EITHER A MIAMI-DADE NOA OR FLORIDA APPROVAL.
  
 6G) YKKAP SERIES 50H ALUMINUM OUTSWING DOOR FL 16554,
 AGAIN THIS IS ONLY A PORTION OF THE FLORIDA
 APPROVAL.THE RESPONCE SHEET STATES THE DESIGNER OF
 RECORD WILL REVIEW SHOP DRAWINGS. PLEASE NOTE WE REVIEW
 THE PRODUCT APPROVALS TO SEE IF THE SIZE OF THE GLAZING
 AND MULLIONS WILL MEET THE REQUIRED PRESSURES. THIS IS
 WHY WE GIVE THE DESIGNER OF RECORD A CHOICE, EITHER WE
 REVIEW ALL OF THE COMPONENT & CLADDING BEFORE PERMIT
 ISSUANCE OR THE DESIGNER OF RECORD CAN ASK FOR A
 DEFERRED SUBMITTAL UNTIL AFTER PERMIT ISSUANCE. IT
 APPEARS WITH THE ATEMPT AT SUBMITTING PRODUCT APPROVALS
 WE WILL BE REVIEWING THEM NOW. IF THE CONTRACTOR
 CHANGES PRODUCT APPROVALS AFTER PERMIT ISSUANCE, EACH
 PRODUCT APPROVAL CHANGED IS CONSIDERED A SEPARATE
 REVISION AND REVIEWS WITH ASSOCIATED FEES.
  
  
 7) 2ND REQUEST. THE RESPONCE TO THIS COMMENT STATES
 THAT 1/2 INCH OSB SHEATHING IS ALLOWED AS INDICATED IN
 603.1 IF IT IS FIRE RETARDANT TREATED WOOD. I TOTALLY
 AGREE, THE PLANS DO NOT INDICATE THAT THE OSB SHEATHING
 IS FIRE RETARDENT TREATED. 2017 FBC-B SECTION
 603.1.1.2. PLEASE PROVIDE THE PRODUCT REPORT OFR
 COMPLIANCE WITH THE ICC FIRE CODE COMPLIANCE REPORT FOR
 THE BRAND OF FIRE RETARDENT TREATED OSB BOARD TO BE
 INSTALLED.
  
 1 REVIEW COMMENT. SHEET S2.1 FOUNDATION NOTE # 6 &
 SHEET S3.2 INDICATES ALL EXTERIOR WALL SHEATHING NOT
 SPECIFIED AS (SHEAR WALL SHEATHING) IS TO BE ? INCH OSB
 SHEATHING. PLEASE REFER BACK TO SHEET G-001 TO THE
 MINIMUM BUILDING TYPE AS TYPE: II-B SPRINKLERED. PLEASE
 REVIEW SECTION 603.1.1FIRE RETARDANT TREATED WOOD SHALL
 BE PERMITTED IN: 1.2 NONBEARING EXTERIOR WALLS WHERE
 FIRE RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED.
 SHEET S3.2 STATES ABOVE THE NEW STOREFRONT GLAZING
 SYSTEM ? INCH SHEATHING. PLEASE SPECIFY THE TYPE OF
 SHEATHING TO BE INSTALLED IN ACCORDANCE WITH
 603.1.1FIRE RETARDANT TREATED WOOD.
  
 8) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-11-10 Cont ID  
Sent By jwitmer Date 2020-11-10 Time 10:56 Rev Time 0.00
Received By jwitmer Date 2020-11-10 Time 08:02 Sent To  
Notes
2020-11-10 10:56:28WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20110300
 ADD: 701 S. ROSEMARY AVE. #159 / STARBUCKS BUILD OUT
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-583-9990
 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: TUES. NOV. 10TH/2020
 ACTION: DENIED
  
 1) STRUCTURAL CALCULATIONS 20 PAGES BY STEPHEN SACCO P.
 E. THE SUBMITTED DOCUMENT DOES NOT HAVE THE COVERSHEET
 WITH NUMBER OF PAGES COVERED UNDER THIS SEAL, NOR A
 INDEX SHEET WITH SEAL NOR EACH PAGE SIGNED AND SEALED.
 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER SHEET WITH
 LISTED PAGES OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET. .
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
 2) LIFE SAFETY SHEET:
 2A) UNDER THE OCCUPANCY COUNT THE PLAN STATES BEVERAGE
 PREP (KITCHEN) 342 SQ. FT./100 SQ. FT./OCC = 3
 OCCUPANTS. PLEASE REVIEW THE 2017 FBC-B TABLE 1004.1.2.
 FOR COMMERCIAL KITCHENS THE OCCUPANT LOAD FACTOR IS 200
 GROSS NOT 100. PLEASE UPDATE PLANS AND OCCUPANT LOAD
 FOR THE KITCHEN.
 2B) UNDER THE OCCUPANCY COUNT THE PLAN STATES THE
 WORKROOM (STORAGE) 445 SQ. FT./ 300= 1 OCCUPANT. PLEASE
 BE ADVISED THAT YOU ALWAYS ROUND UP TO WHOLE OCCUPANTS.
 2017 FBC-B TABLE 1004.1.2 AND 2015 IBC-B COMMENTARY.
 THE 445 SQ. FT./ 300= 2 OCCUPANTS.
 2C) FOR BOTH THE ASSEMBLY STANDING AND SEATED BOTH
 NUMBERS ALSO NEED TO BE INCREASED BY ONE SINCE THE
 REMAINDER WAS ALSO DROPPED OFF. 2017 FBC-B TABLE
 1004.1.2 AND 2015 IBC-B COMMENTARY.
 3) SHEET G-002.1 ALSO SHOWS THE SAME PROBLEMS WITH THE
 OCCUPANT LOAD COUNT AS ON THE LIFE SAFETY PLAN, PLEASE
 UPDATE CHART. 2017 FBC-B TABLE 1004.1.2 AND 2015 IBC-B
 COMMENTARY.
 4) SHEET G-003 ACCESSIBILITY GUIDELINES.
 4A) DETAIL # 13 DRINKING FOUNTAINS. DOES NOT STATE WHAT
 THE SPOUT OUTLET HEIGHTS ARE, SHOW COMPLIANCE WITH THE
 2017 FBC-ACCESSIBILITY CODE SECTION SPOUT OUTLETS/
 DRINKING FOUNTAINS. 2017 ACCESS. CODE. SPOUT OUTLETS
 SHALL COMPLY WITH:
 602.4 SPOUT HEIGHT. 36 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND FOR WHEELCHAIR BOUND INDIVIDUALS.
 602.7 SPOUT HEIGHT FOR THE STANDING PERSONS SHALL BE
 BETWEEN 38 TO 43 INCHES ABOVE FINISH FLOOR.
 4B) DETAIL # 13 DRINKING FOUNTAINS: SHOWS A SIDE
 APPROACH PROVIDE COMPLIANCE WITH: 602.2 CLEAR FLOOR
 SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305,
 POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE
 CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
 EXCEPTION, SIDE APPROACH IS FOR CHILDREN.
 4C) DETAIL # 10 LAVATORIES AND MIRRORS PLEASE SHOW
 COMPLIANCE WITH 2017 FBC-ACCESS. CODE SECTION 606.5
 EXPOSED PIPES AND SURFACES. WATER SUPPLY & DRAINPIPES
 UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR
 OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.
 4D) DETAIL # 16: SIDE AND BACK GRAB BAR HEIGHTS TO
 COMPLY WITH: 2017 FBC-ACCESSIBILITY CODE SECTION 609.4
 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN
 A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE, NOT CENTERLINE.
 4E) DETAIL # 16 TOILET PAPER DISPENSERS. FBC-ACCESS.
 CODE 604.7. THE TOILET PAPER DISPENSER SHALL COMPLY
 WITH 309.4 AND SHALL BE 7 INCHES MINIMUM TO 9 INCHES
 MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE
 CENTERLINE OF THE DISPENSER.
 5) SHEET 401.1 ENLARGED RESTROOM ELEVATIONS. DETAILS 3
 & 7 BOTH SHOW THE BACKWALL BEHIND THE WATER CLOSET
 TILED TO A HEIGHT OF 3 FEET 4 INCHES. PLEASE SHOW
 COMPLIANCE WITH THE 17 FBC-B 1210.2.2. WALLS &
 PARTITIONS. WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE
 SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS
 THAN 4 FEET ABOVE THE FLOOR (TILE), EXCEPT FOR
 STRUCTURAL ELEMENTS, THE MATERIAL USED IN SUCH WALLS
 SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY
 MOISTURE.
 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND
 PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH
 SECTIONS 1210.1 THROUGH 1210.4.
 6A) SHEET APX-201 & A-601 NEW STOREFRONT DOOR AND
 WINDOW SYSTEM. THE SYSTEM TO BE YKK YHS 50 FI SYSTEM
 WITH
 1- 5/16TH INCH IMPACT/ INSULATED GLASS. PLEASE SUBMIT
 THE PRODUCT APPROVALS FOR THESE SYSTEMS.
 COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2 PROTECTION
 OF OPENINGS, 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) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
  
 6B) 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.
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 6C) 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.
  
 6D) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 7) SHEET S2.1 FOUNDATION NOTE # 6 INDICATES ALL
 EXTERIOR WALL SHEATHING NOT SPECIFIED AS (SHEAR WALL
 SHEATHING) IS TO BE ? INCH OSB SHEATHING. PLEASE REFER
 BACK TO SHEET G-001 TO THE MINIMUM BUILDING TYPE AS
 TYPE: II-B SPRINKLERED. PLEASE REVIEW SECTION
 603.1.1FIRE RETARDANT TREATED WOOD SHALL BE PERMITTED
 IN: 1.2 NONBEARING EXTERIOR WALLS WHERE FIRE
 RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED. SHEET
 S3.2 STATES ABOVE THE NEW STOREFRONT GLAZING SYSTEM ?
 INCH SHEATHING. PLEASE SPECIFY THE TYPE OF SHEATHING TO
 BE INSTALLED IN ACCORDANCE WITH 603.1.1FIRE RETARDANT
 TREATED WOOD.
  
 8) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-12-29 Cont ID  
Sent By equinone Date 2020-12-29 Time 15:32 Rev Time 0.00
Received By equinone Date 2020-12-29 Time 15:32 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-11-24 Cont ID  
Sent By equinone Date 2020-11-24 Time 15:24 Rev Time 0.00
Received By equinone Date 2020-11-23 Time 08:48 Sent To  
Notes
2020-11-24 15:25:36CODES IN EFFECT
 CODES 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
  
 REVIEW STATUS: FAILED.
  
 1) E-501 AND E-601: PANEL B IS SHOWN AS 400 AMPS, MLO
 ON RISER DIAGRAM BUT PANEL SCHEDULE SPECIFIES A 225
 AMPS PANEL. PLEASE CORRECT DISCREPANCIES.
 2) E-501 AND E-601: PANEL A ON RISER DIAGRAM SHOWS A
 400 AMPS MCB. WHAT IS THIS BREAKER FOR? PANEL SCHEDULE
 A HAS A 225 AMPS MCB AND IS RATED FOR 225 AMPS AND
 FEEDER TO PANEL B IS SHOWN AS A LUG LOAD ON PANEL A
 SCHEDULE. FEEDER FROM PANEL A TO PANEL B SHOULD BE
 RATED FOR 225 AMPS MINIMUM AND #3/0 IS ONLY 200 AMPS.
 NEC 240.21(B)
 3) E-501 AND E-601: FEEDER FROM 75 KVA TRANSFORMER TO
 PANEL A IS SHOWN AS #3/0 WITH AMPACITY OF 200 AMPS AND
 IT REQUIRES CONDUCTORS RATED AT LEAST 225 AMPS. NEC
 240.21(C)
 4) E-501 (RISER DIAGRAM): GROUNDING ELECTRODE CONDUCTOR
 FOR 75 KVA TRANSFORMER IS TOO SMALL. PLEASE SIZE AS PER
 NEC TABLE 250.66 AND BASED ON CORRECTED FEEDER SIZE
 FROM TRANSFORMER TO PANEL A MENTIONED ON ITEM 3. NEC
 250.30(5).
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM.
  
 SINCERELY,
  
 ENRIQUE QUINONEZ
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2021-01-22 Cont ID  
Sent By pleduc Date 2021-01-22 Time   Rev Time 0.00
Received By pleduc Date 2021-01-22 Time 12:44 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-12-29 Cont ID  
Sent By pleduc Date 2020-12-29 Time   Rev Time 0.00
Received By pleduc Date 2020-12-29 Time 10:52 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-11-18 Cont ID  
Sent By pleduc Date 2020-11-18 Time   Rev Time 0.00
Received By pleduc Date 2020-11-16 Time 14:58 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-01-26 Cont ID  
Sent By medwards Date 2021-01-26 Time 13:11 Rev Time 0.00
Received By medwards Date 2021-01-20 Time 09:41 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-01-05 Cont ID  
Sent By jwitmer Date 2021-01-05 Time 12:14 Rev Time 0.00
Received By jwitmer Date 2020-12-18 Time 08:13 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-12-17 Cont ID  
Sent By cpuell Date 2020-12-17 Time 10:00 Rev Time 0.00
Received By cpuell Date 2020-11-06 Time 11:23 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2020-11-10 Cont ID  
Sent By jwitmer Date 2020-11-10 Time 10:57 Rev Time 0.00
Received By jwitmer Date 2020-11-10 Time 10:56 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2021-01-22 Cont ID  
Sent By medwards Date 2021-01-22 Time 13:27 Rev Time 0.00
Received By medwards Date 2021-01-22 Time 13:27 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-12-30 Cont ID  
Sent By medwards Date 2020-12-30 Time 09:33 Rev Time 0.00
Received By medwards Date 2020-12-30 Time 09:33 Sent To  
Notes
2020-12-30 09:36:06I DID NOT REQUIRE A HOOD FOR EITHER THE TURBO CHEF OVEN
 OR THE DISHWASHER, I JUST ASKED HOW THEY MET THE CODE
 REFERENCES. I DO NOT SEE THE MENTIONED SPECIFICATIONS
 FOR EITHER. PLEASE MAKE SURE THEY ARE INCLUDED IN THE
 RESUBMITTAL.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-11-09 Cont ID  
Sent By medwards Date 2020-11-09 Time 09:23 Rev Time 0.00
Received By medwards Date 2020-11-09 Time 07:29 Sent To  
Notes
2020-11-09 09:24:041ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20110300
  
 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 G-004 INDICATES A TURBO CHEF OVEN. PLEASE
 PROVIDE SPECIFICATIONS FOR THIS OVEN AND EXPLAIN WHAT
 IS GOING TO BE COOKED IN THIS OVEN. HOW DOES THIS OVEN
 MEET FBC M 507
  
 2) PLEASE PROVIDE SPECIFICATIONS FOR THE DISHWASHER AND
 HOW IT COMPLIES WITH FBC M 507.3
  
 3) PLEASE PROVIDE CFM?S AT EACH SUPPLY DIFFUSER FOR
 AHU-3. FBC M 601.6
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  

Review Stop P PLUMBING
Rev No 2 Status P Date 2020-12-30 Cont ID  
Sent By lcrespo Date 2020-12-30 Time 11:58 Rev Time 0.00
Received By lcrespo Date 2020-12-30 Time 08:35 Sent To  
Notes
2020-12-30 11:58:4812/30/20 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 2020-11-19 Cont ID  
Sent By jesmith Date 2020-11-19 Time 16:30 Rev Time 0.00
Received By jesmith Date 2020-11-12 Time 16:17 Sent To  
Notes
2020-11-19 16:06:01CODES 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 EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1.PROVIDE NOTE ON PLANS THAT STATES "DRINKING WATER
 SHALL BE PROVIDED IN A FLAT BOTTOM CUP FREE OF CHARGE"
  
 2A.RE: PLAN SHEET G-003; 2017 FLORIDA BUILDING
 CODE-ACCESSIBILITY IS THE PREVAILING CODE FOR THIS
 PROJECT. THIS PLAN SEEMS TO REFLECT A STANDARD OTHER
 THAN THE 2017 FLORIDA BUILDING CODE-ACCESSIBILITY (I.E.
 DETAIL 16 REFERENCES SECTION 4.16 OF WHAT STANDARD. THE
 PREVAILING CODE WOULD BE FBC ACC SECTIONS 604.2 THROUGH
 604.8 AND 609.1 THROUGH 609.4 .) PER WPB FBC 107.2.1,
 PROVIDE REFERENCE AND DETAILS AS APPLICABLE TO THE 2017
 FLORIDA BUILDING CODE-ACCESSIBILITY. REFLECT THE
 REQUIREMENTS LISTED IN COMMENT 1B OR COMPLY WITH
 COMMENT 2B. ADDITIONALLY, DELETE DETAILS PERTAINING TO
 ITEMS NOT INCLUDED IN THE PROJECT SUCH AS THE URINAL
 AND THE DRINKING FOUNTAIN.
  
 2B.RE: PLAN SHEETS I-401 7 I-401.1; PER WPB FBC
 107.2.1, TO SHOW COMPLIANCE WITH THE 2017 FLORIDA
 BUILDING CODE-ACCESSIBILITY FBC ACC CHAPTERS 3 AND 6
 INDICATE ON THESE PLAN SHEETS THE FOLLOWING:
 A. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC
 ACC 604.2
 B. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND
 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL PER FBC ACC 604.3.1
 C. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL
 AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL PER
 FBC ACC 604.5.1
 D. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 E. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.
 HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.
 FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
 WATER CLOSET PER FBC ACC 604.6
 F. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 G. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM
 MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE
 SPRUNG TO RETURN TO A LIFTED POSITION PER FBC ACC
 604.4.
 H. PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP (NOT
 THE CENTER) OF THE GRIPPING SURFACE
 I. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 606.3, ADDITIONALLY SHOW TOE AND KNEE CLEARANCE AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 J. PER FBC 606.5 EXPOSED PIPES AND SURFACES. WATER
 SUPPLY & DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE
 INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
 CONTACT.
 K. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2
 L. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE (NOT THE BOTTOM EDGE OF THE FIXTURE)
 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER
 FBC ACC 603.3.
 M. SHOW CLEAR FLOOR SPACES LAVATORY. THE CLEAR FLOOR OR
 GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES
 MINIMUM AND COMPLY WITH FBC ACC SECTION 305.
  
 3.RE: P-001; PER WPB FBC 107.2.1. AS THERE DOES NOT
 APPEAR TO BE ANY GAS REQUIRED FOR THIS PROJECT, DELETE
 REFERENCE TO NATURAL GAS PIPING.
  
 4.RE: P-001; PER WPB FBC 107.2.1, PROVIDE THE PROJECT
 MANUAL REFERENCED IN PIPING. PIPING MATERIALS AND
 INSULATION MATERIALS SPECIFICATIONS SHALL BE PROVIDED.
 IF THE INFORMATION REQUESTED IS NOT IN THE PROJECT
 MANUAL, PROVIDE THE INFORMATION.
  
 5.P-501/DETAIL 8: TYPE 3 WATER TREATMENT; DETAIL DOES
 NOT CLEARLY SHOW PIPING. PER WPB FBC 107.2.1, PROVIDE
 SUPPLEMENTAL SCHEMATIC/FLOW CHART/P&ID CLEARLY
 INDICATING THE PIPING ARRANGEMENT. SHOW ALL VALVES,
 BACKFLOW PREVENTERS, TEES AND APPURTENANCES WITHOUT
 BACKGROUND.
  
 6.PER WPB FBC 107.2.1, SHOW ON THE WATER RISER DIAGRAM
 ALL IN LINE BACKFLOW PREVENTERS.
  
 7.PER WPB FBC 107.2.1, PROVIDE A BACKFLOW PREVENTION
 DEVICE SCHEDULE.
  
 8. PER WPB FBC 107.2.1, SPECIFY AND PROVIDE BACKFLOW
 PREVENTION DEVICE COMPLYING WITH FBC PL SECTION 608 FOR
 THE HOSE BIB(S).
  
 9.PER FBC PL 606.1, PROVIDE FULL-OPEN VALVES ON THE TOP
 OF EVERY WATER DOWN-FEED PIPE. SHOW ON WATER RISER
 DIAGRAM.
  
 10. RE: P-501/DETAIL 6; TRAP PRIMER DETAIL. THIS DETAIL
 IS NOTED AND CONFORMS TO FBC PL 1002.4.1.1. PER WPB FBC
 107.2.1, PROVIDE THE FOLLOWING:
 A. REQUIRED TRAP PRIMER CONNECTIONS TO FLOOR DRAINS ON
 SANITARY RISER DIAGRAM.
 B. TRAP PRIMER BRANCH PIPING TO TRAP PRIMER DEVICE(S)
 ON WATER RISER DIAGRAM. SHOW TRAP PRIMER DEVICE AND
 WHERE APPLICABLE, SHOW DISTRIBUTION UNIT. PLEASE NOTE
 THAT THE FLOOR DRAIN AT THE SERVICE ENTRANCE DOES
 REQUIRE TRAP SEAL PROTECTION AND SHALL BE PROTECTED BY
 ONE OF THE METHODS IN FBC PL SECTIONS 1002.4.1.1
 THROUGH 1002.4.1.4.
  
 11.RE: P-601 PLUMBING SCHEDULE. IT APPEARS OBVIOUS THAT
 SPECIFIC FIXTURES /EQUIPMENT IS TO BE FURNISHED BUT TAG
 NUMBERS ATTACHED TO DESCRIPTIONS IS NOT ADEQUATE. MORE
 INFORMATION IS REQUIRED FOR PLUMBING FIXTURES. PER WPB
 FBC 107.2.1, PROVIDE MANUFACTURER'S MODEL
 NUMBERS/SPECIFICATIONS/INSTALLATION MANUALS FOR ALL
 FIXTURES, EQUIPMENT AND APPURTENANCES. INCLUDE WALL
 SUPPORTS FOR LAVATORIES. A PROJECT MANUAL IS REFERENCED
 ON P-001 AND NEEDS TO BE SUBMITTED. IF THE INFORMATION
 REQUESTED IS IN THE PROJECT MANUAL AND IS CLEAR, THEN
 PROVIDE A NOTE ON THE PLUMBING SCHEDULE REFERENCING
 THAT. IF NOT, PROVIDE THE INFORMATION.
  
 12.RE: P-601 PLUMBING SCHEDULE. NOTE ON SCHEDULE ITEMS
 THAT REQUIRE BACKFLOW PREVENTERS AND T THE
 MANUFACTURER'S MODEL NUMBER
  
 13. PER WPB FBC 107.2.1, SUBMIT A SLAB REPAIR DETAIL.
 SHOW THE WIDTH OF THE REPAIR, THE MINIMUM THICKNESS OF
 THE CONCRETE TO BE REPLACED, AND THE PSI OF THE
 CONCRETE. SHOW THE SIZE AND LENGTH OF THE DOWELS, THE
 MINIMUM EMBEDMENT DEPTH INTO THE EXISTING SLAB, THE
 ANCHORING MATERIAL FOR THE DOWELS AND THE SPACING OF
 THE DOWELS ON CENTER. THE REPAIR SHALL ALSO INCLUDE
 TERMITE TREATMENT OF THE SOIL AND THE REQUIRED VAPOR
 BARRIER OVER WELL-COMPACTED SOIL. A COPY OF THE TERMITE
 CERTIFICATE SHALL BE ONSITE FOR A FINAL INSPECTION.
  
 14. PER WPB FBC 107.2.1, PROVIDE A DETAIL FOR POTABLE
 WATER CONNECTION TO THE DISHWASHER. INCLUDE VALVES,
 BACKFLOW PREVENTION DEVICE, STRAINER(S), PRV AND ANY
 APPURTENANCES REQUIRED.
  
  
  
 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
  
 20110300 701 S ROSEMARY AVE # 159
  

Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2020-12-30 Cont ID  
Sent By lcrespo Date 2020-12-30 Time 11:53 Rev Time 0.00
Received By lcrespo Date 2020-12-30 Time 11:53 Sent To  
Notes
2020-12-30 11:54:39A SEPARATE PERMIT FOR THE GREASE INTERCEPTOR IS
 REQUIRED BY A LICENSED CONTRACTOR FOR THE SCOPE OF WORK
 PER THE WPB AMENDMENTS TO THE FBC SEC. 105.1.

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-01-26 Cont ID  
Sent By medwards Date 2021-01-26 Time 13:11 Rev Time 0.00
Received By medwards Date 2021-01-26 Time 13:08 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-01-05 Cont ID  
Sent By jwitmer Date 2021-01-05 Time 12:13 Rev Time 0.00
Received By jwitmer Date 2021-01-05 Time 10:46 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-11-09 Cont ID  
Sent By medwards Date 2020-11-09 Time 09:48 Rev Time 0.00
Received By medwards Date 2020-11-09 Time 09:47 Sent To  
Notes
2020-11-09 09:49:22STRUCTURAL CALCULATIONS MUST BE DIGITALLY SIGN AND
 SEALED BY THE DESIGNER.
  
 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 2020-12-01 Cont ID  
Sent By eschneid Date 2020-12-01 Time 10:39 Rev Time 1.00
Received By eschneid Date 2020-12-01 Time 08:55 Sent To  
Notes
***NONE***


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