Plan Review Details - Permit 22120561
Plan Review Stops For Permit 22120561
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2023-01-09 Cont ID  
Sent By cpuell Date 2023-01-09 Time 16:50 Rev Time 0.00
Received By cpuell Date 2023-01-09 Time 16:50 Sent To  
Notes
2023-01-09 16:51:20PARCEL READDRESSED 955 AND 965 N RAILROAD AVE
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-12-16 Cont ID  
Sent By cpuell Date 2022-12-16 Time 10:24 Rev Time 0.00
Received By cpuell Date 2022-12-16 Time 10:24 Sent To  
Notes
2022-12-16 10:25:32ADDRESS APPROPRIATE FOR PROJECT, HOWEVER ADDRESSES NEED
 TO BE ASSIGNED FOR THE DOWNSTAIRS AND UPSTAIRS TENANTS,
 PLEASE CONTACT [email protected] OR CALL
 561-805-6659 TO DISCUSS ADDRESSING OPTIONS.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2023-03-10 Cont ID  
Sent By swelter Date 2023-03-10 Time 11:50 Rev Time 0.00
Received By swelter Date 2023-03-10 Time 12:37 Sent To  
Notes
2023-03-10 12:37:25DEVELOPMENT PROJECT BUNDLED TO SATISFY THE PUBLIC ART
 REQUIREMENT.
 APPLICANT HAS COMPLETED AN ART ASSESSMENT APPLICATION
 OPTION 1 (ONE) ART ON SITE.
 MASTER PERMIT #22120561 WILL BE NOTED FOR RELATED
 PERMIT NUMBERS.
 CONTACT SYBILLE WELTER AT [email protected]
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 14:45 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 14:45 Sent To  
Notes
2023-05-24 14:46:32NOT REQUIRED- ONLY 2 STRUCTURAL WALLS STANDING.
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2023-02-21 Cont ID  
Sent By jwitmer Date 2023-02-21 Time 10:53 Rev Time 0.00
Received By jwitmer Date 2023-02-21 Time 10:51 Sent To  
Notes
2023-02-21 10:53:39COMMERCIAL 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 THE CONTRACTOR???S 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:
 HTTPS://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVIC
 ES/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
 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 2023-01-04 Cont ID  
Sent By jwitmer Date 2023-01-04 Time 07:47 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2023-01-04 07:46:42COMMERCIAL 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 5 Status P Date 2023-07-05 Cont ID  
Sent By jwitmer Date 2023-07-05 Time 09:20 Rev Time 0.00
Received By jwitmer Date 2023-07-05 Time 06:05 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2023-06-27 Cont ID  
Sent By jwitmer Date 2023-06-27 Time 12:47 Rev Time 0.00
Received By jwitmer Date 2023-06-27 Time 11:34 Sent To  
Notes
2023-06-27 12:46:09 
 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22120561
 ADD: 915 N. RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRRUCTION
 TEL: 561-308-2954
 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.
  
 4TH REVIEW
 DATE: TUES. JUNE 27TH/2023
 ACTION: PASSED/ BUILDING PROVISOS
  
 1) BUILDING PROVISO: DEFERRED SUBMITTALS:
 COMPONENTS & CLADDING.
 (A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: CURTAINWALL, STOREFRONTS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (E) PRE-ENGINEERED ROOFTOP A/C STANDS
 STAIR & ELEVATOR SHOP DRAWINGS
 ROOF ACCESS LADDER SHOP DRAWINGS
 FRONT CANOPY SHOP DRAWINGS
 STEEL SHOP DRAWINGS
  
 2) BUILDING PROVISO: 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.
  
 3) BUILDING PROVISO: 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.
  
 3) BUILDING PROVISO: WELDING. 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 RICHARD
 BRUNELLE AT 561-805-6670.
  
  
 4) BUILDING PROVISO: BEFORE FLOOR REMOVAL STARTS. SHEET
 A502. NOTE STATES THE GC SHALL HIRE A LICENSED SHORING
 ENGINEER TO TEMPORARY SUPPORT THE EXISTING WALL OF 905/
 AND 915. SHOW COMPLIANCE WITH BOTH SECTIONS 1803.5.7 &
 1804.2.1. THE UNDERPINNING SEQUENCE OF INSTALLATION
 SHALL BE IDENTIFIED AND INSTALLED IN ACCORDANCE WITH
 APPROVED CONSTRUCTION DOCUMENTS. 2020 FBC-BUILDING.
  
  
 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 3 Status P Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 14:47 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 14:18 Sent To  
Notes
2023-05-24 14:44:36 
 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22120561
 ADD: 915 N. RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRRUCTION
 TEL: 561-308-2954
 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.
  
 3RD REVIEW
 DATE: WED. MAY 24TH/2023
 ACTION: PASSED/ BUILDING PROVISOS
  
 1) BUILDING PROVISO: DEFERRED SUBMITTALS:
 COMPONENTS & CLADDING.
 (A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: CURTAINWALL, STOREFRONTS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (E) PRE-ENGINEERED ROOFTOP A/C STANDS
 STAIR & ELEVATOR SHOP DRAWINGS
 ROOF ACCESS LADDER SHOP DRAWINGS
 FRONT CANOPY SHOP DRAWINGS
 STEEL SHOP DRAWINGS
  
 2) BUILDING PROVISO: 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.
  
 3) BUILDING PROVISO: 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.
  
 3) BUILDING PROVISO: WELDING. 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 RICHARD
 BRUNELLE AT 561-805-6670.
  
  
 4) BUILDING PROVISO: BEFORE FLOOR REMOVAL STARTS. SHEET
 A502. NOTE STATES THE GC SHALL HIRE A LICENSED SHORING
 ENGINEER TO TEMPORARY SUPPORT THE EXISTING WALL OF 905/
 AND 915. SHOW COMPLIANCE WITH BOTH SECTIONS 1803.5.7 &
 1804.2.1. THE UNDERPINNING SEQUENCE OF INSTALLATION
 SHALL BE IDENTIFIED AND INSTALLED IN ACCORDANCE WITH
 APPROVED CONSTRUCTION DOCUMENTS. 2020 FBC-BUILDING.
  
  
 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 F Date 2023-02-21 Cont ID  
Sent By jwitmer Date 2023-02-21 Time 13:46 Rev Time 0.00
Received By jwitmer Date 2023-02-21 Time 10:50 Sent To  
Notes
2023-02-21 13:46:12WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22120561
 ADD: 915 N. RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRRUCTION
 TEL: 561-308-2954
 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. FEB. 21ST/2023
 ACTION: DENIED
  
 1) SHEET T100 TITLE SHEET:
 1A) COMLIED. SHEET S102.
  
 1B) NOTE ONLY. 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.
  
 1C) BUILDING PROVISO: DEFERRED SUBMITTALS:
 COMPONENTS & CLADDING.
 (A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: CURTAINWALL, STOREFRONTS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (E) PRE-ENGINEERED ROOFTOP A/C STANDS
 STAIR & ELEVATOR SHOP DRAWINGS
 ROOF ACCESS LADDER SHOP DRAWINGS
 FRONT CANOPY SHOP DRAWINGS
 STEEL SHOP DRAWINGS
  
 1D) BUILDING PROVISO: 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.
  
 1E) BUILDING PROVISO: 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.
  
  
 2) REQUIRED BEFORE PERMIT ISSUANCE. SHEET S001 GENERAL
 NOTES: GEOTECHNICAL INVESTIGATIVE REPORT. PLEASE
 PROVIDE THE ENGINEERING REPORT LISTED BY UNIVERSAL
 ENGINEERING SCIENCES, DATED FEB. 07TH, 2022. 2020
 FBC-BUILDING 1803.5.2 QUESTIONABLE SOIL.
  
 3) SHEET S002 GENERAL NOTES:
 3A) BUILDING PROVISO: WELDING. 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 RICHARD
 BRUNELLE AT 561-805-6670.
  
 3B) COMPLIED.
  
 4) SHEET A101:
 4A) SEMI -COMPLIED. WITH THE CREATION OF 2 VESTIBULES
 THE LOBBY VESTIBULE HAS A INSWING DOOR THERE IS A EXIT
 LIGHT SHOWN FROM 1ST FLOOR FUTURE TENANT 105. THIS
 PROPOSE SPACE IS TO BE A RESTAURANT AND THE OCCUPANT
 LOAD SHOWN TO GO THROUGH THIS DOOR IS 206. 2020
 FBC-BUILDING CODE SECTION 1010.1.2.1. OCCUPANT LOADS 50
 OR MORE REQUIRE THE DOOR TO SWING IN THE EXIT TRAVEL.
 1ST ROUND OF COMMENTS. THE FLOOR PLAN SHOWS TWO
 OUTSWING DOORS, IT APPEARS THAT THEY SWING OUT OVER THE
 PROPERTY LINE AND INTO THE RIGHT-OF-WAY. SEE SECTION
 3202.2 2020 FBC-BUILDING CODE. SEE SURVEY IT APPEARS
 THE PROPERTY LINE IS THE FRONT OF THE BUILDING.
  
 4B) COMPLIED.
  
 5) 2ND REQUEST. THE LIFE SAFETY PLAN DOES NOT PROVIDE
 WHAT THE EGRESS CAPACITY FACTOR, YOU ARE USING FOR THE
 STAIRS AND DOORWAYS. SHEET A601 SHOWS THE ENTRY DOOR
 102A TO BE 2 FEET 11 ?? INCHES WIDE, THE CLEAR WIDTH
 WOULD BE 33.5 INCHES. 33.5 INCHES/ 0.2= 167 OCCUPANTS
 THROUGH THAT DOOR. SEE 1ST ROUND COMMENT.
 1ST ROUND OF COMMENTS. SHEET LS101 & LS102 THE 3 FEET
 WIDE EXIT DOORS ARE TAKING A CLEAR WIDTH OF 35 INCHES
 OR 178 OCCUPANTS. 2020 ACCESS. CODE 404.2.3. CLEAR
 WIDTH & SIZE OF DOORS, 2020 FBC-B 1010.1.1. THE MINIMUM
 SIZE OF A SWING DOORS IS MEASURED CLEAR OPENING OF THE
 DOORWAY WITH THE SWINGING DOORS SHALL BE MEASURED
 BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE
 DOOR OPEN 90 DEGREES. 34INCHES/ 0.20= 170 OCCUPANTS NOT
 THE 178. PLEASE ADDRESS CLEAR WIDTH OF ALL EGRESS
 DOORS.
  
  
  
 6) 2ND REVIEW. UNRESOLVED. IT IS TRUE YOUR CONCERNS ARE
 WHAT HAPPENS WITHIN THE PROPERTY LINES, E-MAILS HAVE
 BEEN SENT TO ENGINEERING TO SEE IF THERE IS FUTURE
 PLANS IN THE WORKS FOR FURTHER STREET SCAPE WORK.
 WITH SPEAKING WITH THE CITY SURVEYOR TO DATE ONLY WATER
 AND SEWER PLANS WERE SUBMITTED NO CIVIL FOR THE NORA
 PROJECT.
 SHEET A401 FRONT ELEVATION. THE FRONT ELEVATION SHOWS
 THE CITY SIDEWALK RAMPED UP TO MEET YOUR NEW FINISH
 FLOOR LEVEL, IT APPEARS THE CITY SIDEWALK IS RAISED AN
 ADDITIONAL 6 INCHES AT THE NEW DOORWAYS, PLEASE PROVIDE
 WHY THIS OCCURS WITH A NEW CONSTRUCTION ON THE EAST AND
 WEST WALLS? 2020 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.
 CONSTRUCTION DOCUMENTS SHALL BE SUFFICIENT CLARITY TO
 INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
  
 7) SHEET A301:
 7A) SEMI-COMPLIED. THE SHEET A301 NOR A302 NOR THE
 STRUCTURAL SHEETS SHOW THE SIZE OF THE ROOF HATCH NOR
 THE REQUIRED FRAMING DIMENSIONS REQUIRED FOR THE LAYOUT
 OF JOIST AND ANY ADDITIONAL FRAMING REQUIRED TO ANCHOR
 THE ROOF HATCH TOO.
  
 1ST ROUND COMMENTS. THE ROOF PLAN SHOWS THE USE OF A
 ROOF HATCH AND DETAIL TO GAIN ACCESS ONTO THE ROOF. THE
 ROOF HATCH SHOWS A CLEAR OPENING OF 3X3=9 SQ. FT.
 PLEASE REVIEW IN THE 2020 FBC-BUILD CODE SECTION
 1011.12.2 ROOF ACCESS THE EXCEPTION, THE ROOF HATCH
 SHALL NOT BE LESS THAN 16 SQ. FT. IN AREA AND HAVING A
 MINIMUM DIMENSION OF 2 FEET. 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 7B) 2ND REQUEST. REVISION 1 PROVIDES THE LOCATIONS BUT
 NOT THE MINIMUM REQUIRED SIZE DEPENDING ON THE ANNUAL
 RAINFALL AND SIZING ACCORDING TO THE FBC-PLUMBING CODE
 CHAPTER 11.
 1ST ROUND OF COMMENTS. ROOF OVERFLOW SCUPPERS ARE SHOWN
 DETAIL GIVEN 5/A-303 BUT NEITHER PROVIDE THE MINIMUM
 WIDTH AND HEIGHT IN ACCORDANCE WITH 1503.4.1 THE SIZING
 AND INSTALLATION OF THE SECONDARY OVERFLOW IN
 ACCORDANCE WITH FBC-PLUMBING CODE CHAPTER 11.
  
 8) SHEET A502:
 8A) BUILDING PROVISO: BEFORE FLOOR REMOVAL STARTS.
 SHEET A502. NOTE STATES THE GC SHALL HIRE A LICENSED
 SHORING ENGINEER TO TEMPORARY SUPPORT THE EXISTING WALL
 OF 905/ AND 915. SHOW COMPLIANCE WITH BOTH SECTIONS
 1803.5.7 & 1804.2.1. THE UNDERPINNING SEQUENCE OF
 INSTALLATION SHALL BE IDENTIFIED AND INSTALLED IN
 ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS. 2020
 FBC-BUILDING.
  
 8B) 2ND REVIEW. 2020 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN
 THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE
 SPECIFIC TO THE TECHNICAL CODES "CODE SECTIONS SHALL
 NOT BE CITED AS A WHOLE OR IN PART, NOR THE TERM
 "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR
 SPECIFIC INFORMATION".
 1ST REVIEW. THE ELEVATOR SECTION SHOWS THE USE OF
 UNDERGROUND HYDRAULIC ELEVATOR CYLINDER. PLEASE PROVIDE
 COMPLIANCE WITH THE 2020 FBC-BUILDING CODE SECTION
 3011.1.1-3011.1.3.
  
 8C) COMPLIED. NOT APPLICABLE NO MACHINE ROOM.
  
 9) DEFERRED SUBMITTAL: LIQUID APPLIED FLASHING DOORS
 AND WINDOWS TO BE REVIEWED BY THE DESIGNER OF RECORD
 BEFORE SUBMITTAL TO THE BUILDING DIVISION.
  
 10) DEFERRED SUBMITTALS A/C STANDS.
  
 11) A TRANSMITTAL LETTER / NARRATIVE 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 WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT
 REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-01-10 Cont ID  
Sent By jwitmer Date 2023-01-10 Time 07:58 Rev Time 0.00
Received By jwitmer Date 2023-01-04 Time 07:47 Sent To  
Notes
2023-01-10 07:58:06WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22120561
 ADD: 915 N. RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRRUCTION
 TEL: 561-308-2954
 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. JAN. 04TH/2023
 ACTION: DENIED
  
 1) SHEET T100 TITLE SHEET:
 1A) PROJECT DESCRIPTION THE EXISTING BUILDING IS
 DEMOLISHED WITH EXCEPTION OF THE NORTH AND OR SOUTH
 WALLS TO REMAIN. NEW BUILDING IS PROPOSED IN ITS PLACE.
 2020 EXISTING BUILDING CODE SECTION 907.4.1.
 (ALTERATION LEVEL LLL ALTERATION) EVALUATION AND
 ANALYSIS. AN ENGINEERING EVALUATION AND ANALYSIS THAT
 ESTABLISHES THE STRUCTURAL ADEQUACY OF THE ALTERED
 STRUCTURE SHALL BE PREPARED BY A REGISTERED DESIGN
 PROFESSIONAL AND SUBMITTED TO THE CODE OFFICIAL. HOW
 WILL THE 2 STORY SIDE WALLS AND FOOTER BE KEPT FROM
 OVERTURNING DURING CONSTRUCTION. EVERY STRUCTURE SHALL
 BE DESIGNED TO RESIST THE OVERTURNING POSITIVE &
 NEGATIVE EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED
 IN THIS CHAPTER. SEE SECTION 1609 FOR WIND LOADS.
  
 1B) 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.
  
 1C) BUILDING PROVISO: DEFERRED SUBMITTALS:
 COMPONENTS & CLADDING.
 (A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: CURTAINWALL, STOREFRONTS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (E) PRE-ENGINEERED ROOFTOP A/C STANDS
 STAIR & ELEVATOR SHOP DRAWINGS
 ROOF ACCESS LADDER SHOP DRAWINGS
 FRONT CANOPY SHOP DRAWINGS
 STEEL SHOP DRAWINGS
  
 1D) BUILDING PROVISO: 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.
  
 1E) BUILDING PROVISO: 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.
  
  
 2) SHEET S001 GENERAL NOTES: GEOTECHNICAL INVESTIGATIVE
 REPORT. PLEASE PROVIDE THE ENGINEERING REPORT LISTED BY
 UNIVERSAL ENGINEERING SCIENCES, DATED FEB. 07TH, 2022.
 2020 FBC-BUILDING 1803.5.2 QUESTIONABLE SOIL.
  
 3) SHEET S002 GENERAL NOTES:
 3A) WELDING. 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 RICHARD
 BRUNELLE AT 561-805-6670.
  
 3B) PLYWOOD ROOF SHEATHING NOTE LIST THE USE OF PLYWOOD
 ROOF SHEATHING. NOTE THIS IS A CONSTRUCTION TYPE LL-B
 BUILDING TYPE. THE 2020 FBC-BUILDING CODE SECTION
 603.1.1.3 FIRE RETARDANT TREATED WOOD SHALL BE
 PERMITTED IN ROOF CONSTRUCTION INCLUDING GIRDERS,
 FRAMING AND DECKING.
  
 4) SHEET A101:
 4A) THE FLOOR PLAN SHOWS TWO OUTSWING DOORS, IT APPEARS
 THAT THEY SWING OUT OVER THE PROPERTY LINE AND INTO THE
 RIGHT-OF-WAY. SEE SECTION 3202.2 2020 FBC-BUILDING
 CODE. SEE SURVEY IT APPEARS THE PROPERTY LINE IS THE
 FRONT OF THE BUILDING.
  
 4B) THE SAME ISSUE APPEARS WITH S2 THE STOREFRONT DOOR
 SYSTEM, THE PLAN DOES NOT INDICATE IF THE DOORS WILL
 FOLD OUT OVER THE PROPERTY LINE OR BACK INTO THE
 BUILDING, ADDITIONAL INFORMATION IS REQUIRED FOR CODE
 COMPLIANCE, 3202.2 2020 FBC-BUILDING CODE. SHEET A601
 DETAIL NOT HELPFUL. CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 5) SHEET LS101 & LS102 THE 3 FEET WIDE EXIT DOORS ARE
 TAKING A CLEAR WIDTH OF 35 INCHES OR 178 OCCUPANTS.
 2020 ACCESS. CODE 404.2.3. CLEAR WIDTH & SIZE OF DOORS,
 2020 FBC-B 1010.1.1. THE MINIMUM SIZE OF A SWING DOORS
 IS MEASURED CLEAR OPENING OF THE DOORWAY WITH THE
 SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF
 THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.
 34INCHES/ 0.20= 170 OCCUPANTS NOT THE 178. PLEASE
 ADDRESS CLEAR WIDTH OF ALL EGRESS DOORS.
  
 6) SHEET A401 FRONT & REAR ELEVATIONS. THE FRONT
 ELEVATION SHOWS THE CITY SIDEWALK RAMPED UP TO MEET
 YOUR NEW FINISH FLOOR LEVEL, IT APPEARS THE CITY
 SIDEWALK IS RAISED AND ADDITIONAL 6 INCHES AT THE NEW
 DOORWAYS, PLEASE PROVIDE WHY THIS OCCURS WITH A NEW
 CONSTRUCTION ON THE EAST AND WEST WALLS? 2020 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION 107.2.1.
 CONSTRUCTION DOCUMENTS SHALL BE SUFFICIENT CLARITY TO
 INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
  
 7) SHEET A301:
 7A) THE ROOF PLAN SHOWS THE USE OF A ROOF HATCH AND
 DETAIL TO GAIN ACCESS ONTO THE ROOF. THE ROOF HATCH
 SHOWS A CLEAR OPENING OF 3X3=9 SQ. FT. PLEASE REVIEW IN
 THE 2020 FBC-BUILD CODE SECTION 1011.12.2 ROOF ACCESS
 THE EXCEPTION, THE ROOF HATCH SHALL NOT BE LESS THAN 16
 SQ. FT. IN AREA AND HAVING A MINIMUM DIMENSION OF 2
 FEET.
  
 7B) ROOF OVERFLOW SCUPPERS ARE SHOWN DETAIL GIVEN
 5/A-303 BUT NEITHER PROVIDE THE MINIMUM WIDTH AND
 HEIGHT IN ACCORDANCE WITH 1503.4.1 THE SIZING AND
 INSTALLATION OF THE SECONDARY OVERFLOW IN ACCORDANCE
 WITH FBC-PLUMBING CODE CHAPTER 11.
  
 8) SHEET A502:
 8A) SHOWS A CUT SECTION THROUGH THE ELEVATOR SHAFT AND
 ELEVATOR PIT. THIS DETAIL SHOWS THE BOTTOM OF THE
 ELEVATOR PIT BOTTOM OF FOUNDATION BELOW 5 FEET BELOW
 FINISH FLOOR AND DEEPER POSSIBLY ANOTHER 2 FEET 6
 INCHES FOR THE BOTTOM GRADE FOR THE SUMP PIT. NOTE
 STATES THE GC SHALL HIRE A LICENSED SHORING ENGINEER TO
 TEMPORARY SUPPORT THE EXISTING WALL OF 905/ AND 915.
 SHOW COMPLIANCE WITH BOTH SECTIONS 1803.5.7 & 1804.2.1.
 THE UNDERPINNING SEQUENCE OF INSTALLATION SHALL BE
 IDENTIFIED AND INSTALLED IN ACCORDANCE WITH APPROVED
 CONSTRUCTION DOCUMENTS. 2020 FBC-BUILDING.
  
 8B) THE ELEVATOR SECTION SHOWS THE USE OF UNDERGROUND
 HYDRAULIC ELEVATOR CYLINDER. PLEASE PROVIDE COMPLIANCE
 WITH THE 2020 FBC-BUILDING CODE SECTION
 3011.1.1-3011.1.3.
  
 8C) SHEET A.502, NOR LS101 OR LS102 SHOW THE LOCATION
 OF THE ELEVATOR MACHINE ROOM MUST MEET THE REQUIREMENTS
 OF SECTION 3005.1-3005.6 IF APPLICABLE, 2020
 FBC-BUILDING CODE. MACHINE ROOMS CAN NOT BE IN THE
 LOBBY/ VESTIBULE.
  
 9) SHEET A601 WINDOW DETAILS DO NOT SHOW THE USE OF
 FLASHING IN ACCORDANCE TO SECTION 1405.4 OF THE: 2020
 FBC-BUILDING CODE SECTION 1405.4. FLASHINGS SHALL BE
 INSTALLED AT THE PERIMETERS OF EXTERIOR DOORS & WINDOW
 ASSEMBLIES. WHEN SELF-ADHERED MEMBRANES ARE USED AS
 FLASHINGS IN WALL ASSEMBLIES, THOSE SELF-ADHERED
 FLASHINGS SHALL COMPLY WITH AAMA-711.
  
 10) SHEET M-102 HAS A NOTE FOR THE A/C STAND FOR
 CONDENSERS NOA 17-1226.24. PLEASE NOTE THIS NOA HAS
 BEEN SUPERSEDED BY NOA18-0828.09.
  
 10A) ROOF TOP A/C STANDS MUST ALSO MEET THE MINIMUM
 HEIGHT REQUIREMENTS FOUND IN TABLE 1510.10 OF THE 2020
 FBC-BUILDING CODE. HEIGHT OF THE STAND SHOULD BE
 MEASURED TO THE BOTTOM OF THE LOWEST HORIZONTAL FRAMING
 MEMBER OF THE STAND AND THE HEIGHT OF THE STAND DEPENDS
 ON THE WIDTH OF THE MECHANICAL UNIT.
  
 10B) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 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.
  
 10C) 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.
  
 11) A TRANSMITTAL LETTER / NARRATIVE 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 WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT
 REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-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 2023-07-17 Cont ID  
Sent By rperdomo Date 2023-07-17 Time 15:44 Rev Time 0.00
Received By rperdomo Date 2023-07-17 Time 15:42 Sent To  
Notes
2023-07-17 15:43:29FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 ELECTRICAL REVIEW STATUS: APPROVED, SEE COMMENTS BELOW
  
 NOTE: ACCESS CONTROL REQUIRES A SEPARATE PERMIT.
  
 END OF COMMENTS
  
 RUBEN P. PERDOMO, P.E.
 ELECTRICAL PLANS EXAMINER/ INSPECTOR
 561-805-6738
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2022-12-27 Cont ID  
Sent By rperdomo Date 2022-12-27 Time 14:15 Rev Time 0.00
Received By rperdomo Date 2022-12-27 Time 12:31 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2023-07-05 Cont ID  
Sent By cseifer Date 2023-07-05 Time 12:50 Rev Time 0.00
Received By cseifer Date 2023-07-05 Time 12:50 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2023-06-23 Cont ID  
Sent By cseifer Date 2023-06-23 Time 14:16 Rev Time 0.00
Received By cseifer Date 2023-06-23 Time 14:16 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2023-05-04 Cont ID  
Sent By lquinone Date 2023-05-04 Time 14:24 Rev Time 0.00
Received By lquinone Date 2023-05-04 Time 14:24 Sent To  
Notes
2023-05-04 14:26:58REPEATED COMMENT:
 PLEASE ADVISE IF LOCATION OF EXISTING UTILITIES (WATER,
 SEWER, STORM) WILL BE IMPACTED BY PROPOSED REMODELING.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2023-02-21 Cont ID  
Sent By rrossano Date 2023-02-21 Time   Rev Time 0.00
Received By rrossano Date 2023-02-21 Time   Sent To  
Notes
2023-02-21 12:59:33PLEASE ADVISE IF LOCATION OF EXISTING UTILITIES (WATER,
 SEWER, STORM) WILL BE IMPACTED BY PROPOSED REMODELING.
  
 RICK ROSSANO
 SENIOR PROJECT COORDINATOR
 CITY OF WPB ENGINEERING SERVICES
 OFC: (561) 494-1098
 CELL: (561) 246-9525
 FAX: (561) 494-1116
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2023-07-06 Cont ID  
Sent By pleduc Date 2023-07-06 Time   Rev Time 0.00
Received By pleduc Date 2023-07-06 Time 15:50 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2023-06-22 Cont ID  
Sent By pleduc Date 2023-06-22 Time   Rev Time 0.00
Received By pleduc Date 2023-06-22 Time 15:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2023-04-26 Cont ID  
Sent By pleduc Date 2023-04-26 Time   Rev Time 0.00
Received By pleduc Date 2023-04-26 Time 16:19 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2023-02-16 Cont ID  
Sent By pleduc Date 2023-02-16 Time   Rev Time 0.00
Received By pleduc Date 2023-02-16 Time 10:17 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-12-20 Cont ID  
Sent By pleduc Date 2022-12-20 Time   Rev Time 0.00
Received By pleduc Date 2022-12-20 Time 10:32 Sent To  
Notes
2022-12-20 10:40:25THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE IS AN INDICATION OF AN EXIT DISCHARGE AT THE
 REAR OF THE BUILDING QITH A SHORT CONCRETE TYPE PAD.
  
 IT IS UNCLEAR THAT THIS EXIT LEADS TO A PUBLIC WAY AS
 THIS AREA HAS LIMITED ACCESS DUE TO THE RR AND POSSIBLE
 FENCED IN AREA.
  
 PER NFPA 101, CH 7, MEANS OF EGRESS.
  
 7.7 DISCHARGE FROM EXITS
 7.7.1* EXIT TERMINATION. EXITS SHALL TERMINATE
 DIRECTLY, AT A PUBLIC
 WAY OR AT AN EXTERIOR EXIT DISCHARGE, UNLESS OTHERWISE
 PROVIDED IN 7.7.1.2
 THROUGH 7.7.1.4
  
 7.7.1.1 YARDS, COURTS, OPEN SPACES, OR OTHER PORTIONS
 OF THE EXIT DISCHARGE
 SHALL BE OF THE REQUIRED WIDTH AND SIZE TO PROVIDE ALL
 OCCUPANTS WITH A
 SAFE ACCESS TO A PUBLIC WAY
  
 7.5.3.4 EXTERIOR EXIT ACCESS SHALL BE ARRANGED SO THAT
 THERE ARE NO DEAD
 ENDS IN EXCESS OF THOSE PERMITTED FOR DEAD-END
 CORRIDORS IN CHAPTERS 11
 THROUGH 43.
  
  
 FOR THE OFFICIAL RECORD, PLEASE PROVIDE DETAILS THT
 THIS EXIT LEADS TO A PUBLIC WAY AND IS PROTECTED ALONG
 THE EXIT TRAVEL PATH SHOULD THERE BE WINDOWS THAT CAUSE
 EXPOSURE CONCERNS.
  
  
  
 2) THERE ARE INDICATIONS OF FIRE ALARM DEVICES ON THE
 ELECTRICAL PLANS WITH NO DESIGN DETAILS AS REQUIRED OF
 A MASTER PERMIT.
  
 PER FLORIDA ADMINSTRATIVE CODE:
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER???S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY???NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
  
 61G15-32.008 DESIGN OF FIRE ALARMS, SIGNALING SYSTEMS
 AND CONTROL SYSTEMS.
 (1) FIRE ALARMS, SIGNALING, AND CONTROL SYSTEMS
 INCLUDE, BUT ARE NOT LIMITED TO, FIRE PROTECTION
 SUPERVISION AND ALARM CIRCUITS, ACTIVATION CONTROLS,
 AND REMOTE SIGNALING.
 (2) THE FIRE PROTECTION SYSTEM DESIGN SPECIFICATIONS
 SHALL BE BASED ON APPLICABLE NFPA STANDARDS, WHEN
 AVAILABLE, OR ALTERNATIVE ENGINEERING SOURCES AND GOOD
 ENGINEERING PRACTICE WHEN REQUIRED, AND SHALL COMPLY
 WITH THE PROVISIONS OF RULE 61G15-33.006, F.A.C.
 SPECIFIC AUTHORITY 471.008, 471.033(2) FS.
 LAW IMPLEMENTED 471.033 FS.
 HISTORY--NEW 5-19-93, FORMERLY 21H-32.008.
  
 PLEASE PROVIDE GREATER DETAIL AS REQUIRED BY THE F.A.C.
  
  
 2A) THE FIRE ALARM SHALL BE INSTALLED UNDER SEPARATE
 PERMIT & SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWELDGMENT ON
 THE F.A.C. DOCUMENTS NOTED IN # 2.
  
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 3 Status N Date 2023-05-09 Cont ID  
Sent By ccole Date 2023-05-09 Time 16:44 Rev Time 0.00
Received By ccole Date 2023-05-09 Time 16:36 Sent To  
Notes
2023-05-09 16:45:34GAS UNDER SEPARATE PERMIT PER ARCHITECT'S REQUEST.
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2023-02-24 Cont ID  
Sent By ccole Date 2023-02-24 Time 17:14 Rev Time 0.00
Received By ccole Date 2023-02-24 Time 16:44 Sent To  
Notes
2023-02-24 17:16:132ND REVIEW FBC-2020 FUEL GAS
 PERMIT- 22111270
 2/24/23
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) P.100: THE NEW PLAN SHEET DOES NOT SHOW THE PIPING
 RUN THROUGH THE BUILDING AS INDICATED ON SHEET P.500.
 PLEASE SHOW THE PIPING RUN ON THE PLAN AND SUBMIT A GAS
 RISER DRAWING. PLEASE NOTE GAS CAN BE UNDER A SEPARATE
 PERMIT IF PLANS ARE NOT FINALIZED AT THIS TIME. THIS
 CAN BE ACCOMPLISHED BY SENDING AN EMAIL REQUEST TO ME
 AT [email protected] AND I WILL CHANGE THE FAILED REVIEW TO
 N (NON REVIEW).
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2023-01-06 Cont ID  
Sent By ccole Date 2023-01-06 Time 15:16 Rev Time 0.00
Received By ccole Date 2023-01-06 Time 15:15 Sent To  
Notes
2023-01-06 15:16:591ST REVIEW FBC-2020 FUEL GAS
 PERMIT- 23010061
 1/6/2023
  
 CODES IN EFFECT:
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS A.001, A.002, P-100: PLEASE CLARIFY IF
 DEMOLITION OF EXISTING GAS PIPING IS IN THE SCOPE OF
 WORK FOR THE PROJECT AND PROVIDE NOTES AND DETAILS-
 SEC. 107.2.1 WPB. PLEASE NOTE A GAS SUB-PERMIT WILL BE
 REQUIRED- SEC. 105.1 WPB.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-07-20 Cont ID  
Sent By lbond Date 2023-07-20 Time 08:32 Rev Time 0.00
Received By lbond Date 2023-06-30 Time 08:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-06-30 Cont ID  
Sent By amcgrego Date 2023-06-30 Time 08:13 Rev Time 0.00
Received By amcgrego Date 2023-06-20 Time 08:47 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-05-25 Cont ID  
Sent By aoliver Date 2023-05-25 Time 08:30 Rev Time 0.00
Received By aoliver Date 2023-04-25 Time 15:30 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-03-13 Cont ID  
Sent By aoliver Date 2023-03-13 Time 08:47 Rev Time 0.00
Received By aoliver Date 2023-02-15 Time 10:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-01-19 Cont ID  
Sent By aoliver Date 2023-01-19 Time 09:08 Rev Time 0.00
Received By aoliver Date 2022-12-14 Time 15:51 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status   Date 2023-07-20 Cont ID  
Sent By lbond Date   Time 10:41 Rev Time 0.00
Received By lbond Date 2023-07-18 Time 10:41 Sent To  
Notes
2023-05-25 08:31:44EMAILED IMPACT FOR REVIEW-AO
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2023-02-21 Cont ID  
Sent By jwitmer Date 2023-02-21 Time 10:52 Rev Time 0.00
Received By jwitmer Date 2023-02-21 Time 10:51 Sent To  
Notes
2023-02-21 10:52:43IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM???S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2023-01-10 Cont ID  
Sent By jwitmer Date 2023-01-10 Time 06:48 Rev Time 0.00
Received By jwitmer Date 2023-01-04 Time 07:47 Sent To  
Notes
2023-01-10 06:51:33PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM???S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2023-07-17 Cont ID  
Sent By jbaker Date 2023-07-17 Time 12:31 Rev Time 0.00
Received By jbaker Date 2023-07-17 Time 12:31 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2023-05-09 Cont ID  
Sent By medwards Date 2023-05-09 Time 14:51 Rev Time 0.00
Received By medwards Date 2023-05-09 Time 14:51 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2023-02-27 Cont ID  
Sent By medwards Date 2023-02-27 Time 15:35 Rev Time 0.00
Received By medwards Date 2023-02-27 Time 15:35 Sent To  
Notes
2023-02-27 15:39:06ADJUST THE OUTDOOR AIR CALCULATION FOR THE LOBBY. A
 LOBBY IS 150 OCCUPANTS PER 1000 SQ. FT. X 5 CFM PER
 OCCUPANT + SQ. FT. X .06 FOR SPACE CFM. THE OCCUPANT
 COUNT FOR THIS SPACE IS 25 OCCUPANTS. FMC 403.3.1.1 AND
 TABLE 403.3.1.1
  
 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 2023-01-06 Cont ID  
Sent By medwards Date 2023-01-06 Time 08:08 Rev Time 0.00
Received By medwards Date 2023-01-06 Time 08:08 Sent To  
Notes
2023-01-06 08:08:491ST REVIEW FMC
 PERMIT: 22120561
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE THE ENERGY CALCULATIONS FOR THIS NEW
 BUILDING. FEC C401.2
  
 2) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATIONS
 FOR THIS NEW BUILDING. FEC C403.2.1
  
 3) SHEET M-100: PROVIDE THE OUTDOOR AIR DUCT SIZE FOR
 AHU-1. FBC 107.3.5
  
 4) SHEET M-102: SHOW GUARD PROTECTION FOR ALL EQUIPMENT
 ON THE ROOF THAT IS WITHIN 10 FEET FROM THE ROOF EDGE.
 FMC 304.11
  
 5) SHEET M-600: THE 168 SQ. FT. LOBBY WOULD ACCOMMODATE
 26 OCCUPANTS AND REQUIRE 140 CFM???S OF OUTDOOR AIR,
 PLEASE MODIFY THE SCHEDULES TO MEET THIS REQUIREMENT.
 FMC 403.3.1.1 AND TABLE 403.3.1.1
  
 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 5 Status P Date 2023-07-07 Cont ID  
Sent By ccole Date 2023-07-07 Time 12:02 Rev Time 0.00
Received By ccole Date 2023-07-07 Time 11:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2023-06-26 Cont ID  
Sent By ccole Date 2023-06-26 Time 14:47 Rev Time 0.00
Received By ccole Date 2023-06-26 Time 14:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2023-05-09 Cont ID  
Sent By ccole Date 2023-05-09 Time 16:48 Rev Time 0.00
Received By ccole Date 2023-05-09 Time 16:36 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2023-02-24 Cont ID  
Sent By ccole Date 2023-02-24 Time 17:12 Rev Time 0.00
Received By ccole Date 2023-02-24 Time 16:44 Sent To  
Notes
2023-02-24 17:13:122ND REVIEW FBC-2020 PLUMBING
 PERMIT- 22120561
 2/24/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) 2ND REQUEST: SHEET P.100 SHOWS A NEW BACKFLOW
 PREVENTER AND A GREASE WASTE LINE TO A GREASE
 INTERCEPTOR. BOTH OF THESE ITEMS REQUIRE SEPARATE
 PERMITS AND APPLICATION FOR EACH SHALL BE SUBMITTED
 PRIOR TO APPROVAL OF THE MAIN PLUMBING PLANS. YOU CAN
 SUBMIT APPLICATIONS TBD (TO BE DETERMINED) IF YOU DO
 NOT HAVE A CONTRACTOR SELECTED BY EMAILING A COMPLETED
 PERMIT APPLICATION TO [email protected]. YOU WILL
 RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU
 MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE
 APPLICATIONS ARE REQUIRED AT THIS TIME. WE RECOMMEND
 THAT YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME.
 AFTER YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA
 EMAIL AND I WILL CHANGE THE REVIEW STATUS TO PASS.
  
 A) P.100: NUMEROUS REFERENCES TO CIVIL PLANS ARE MADE
 IN THE PLAN NOTES FOR THE LOCATIONS OF THE WATER METER,
 GREASE INTERCEPTOR, SANITARY AND STORM DRAINAGE
 CONNECTIONS TO MAINS ETC. THE CIVIL PLANS ARE REQUIRED
 FOR ENGINEERING REVIEW HOWEVER THEY WILL NOT DELAY
 PLUMBING PLAN APPROVAL. PLEASE NOTE THE LOCATION OF THE
 INTERCEPTOR SHALL BE SHOWN ON THE SEPARATELY PERMITTED
 PLAN.
  
 2) P.100 GREASE INTERCEPTOR PLAN REVIEW SUBMITTAL
 REQUIREMENTS:
  
 A) EQUIPMENT SCHEDULE INDICATING THE MAKE, MODEL, AND
 CAPACITY OF THE UNIT.
  
 B) SIZING CALCULATIONS IN ACCORDANCE WITH ASME
 A112.14.3, ASME A112.14.4, ASME A112.14.6, CSA B481.3,
 OR PDI G101 FOR HYDROMECHANICAL TYPES; OR SEC. 1003.3.7
 FOR GRAVITY TYPES.
  
 C) PLUMBING PIPING DIAGRAM INCLUDING THE LOCATIONS AND
 SIZES OF THE INLET AND OUTLET PIPES, CLEANOUTS, VENT
 PIPES, AND OUTLET PIPE POINT OF CONNECTION TO THE MAIN
 SANITARY LINE.
  
 D) CLEANOUT ASSEMBLY DETAIL INCLUDING THE MAKE AND
 MODEL AND TYPE OF ACCESS LID TO BE INSTALLED IF LOCATED
 IN A VEHICLE TRAFFIC AREA. PLEASE NOTE THE WPB
 UTILITIES DEPT. USES THE CLEANOUT ACCESS FOR PERIODIC
 GREASE SAMPLING.
  
 E) MANUFACTURER'S SPECIFICATIONS FOR THE INTERCEPTOR
 AND ACCESS LIDS ARE REQUIRED FOR FINAL APPROVAL BUT CAN
 BE DEFERRED SUBMITTALS AND BE ONSITE FOR INSPECTION.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2023-01-06 Cont ID  
Sent By ccole Date 2023-01-06 Time 15:09 Rev Time 0.00
Received By ccole Date 2023-01-06 Time 13:27 Sent To  
Notes
2023-01-06 15:11:521ST REVIEW FBC-2020 PLUMBING
 PERMIT-22120561
 1/6/2023
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS A.001, A.002, P-100: PLEASE PROVIDE PLUMBING
 DEMOLITION NOTES, AND SHOW LOCATIONS OF CAPPED MAIN
 WATER, SEWER, AND STORM DRAIN LOCATIONS- SEC. 107.2.1
 WPB.
  
 2) P-100: SEPARATE PERMITS ARE REQUIRED FOR
 INSTALLATION OF THE BACKFLOW PREVENTER AND GREASE
 INTERCEPTOR.
 DUE TO A CHANGE IN PROCESS, THE BACKFLOW AND GREASE
 INTERCEPTOR PERMITS SHALL BE SUBMITTED PRIOR TO
 APPROVAL OF THE MAIN PLUMBING PLANS. YOU CAN SUBMIT
 APPLICATIONS TBD (TO BE DETERMINED) IF YOU DO NOT HAVE
 A CONTRACTOR SELECTED BY EMAILING A COMPLETED PERMIT
 APPLICATION TO [email protected]. YOU WILL
 RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU
 MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE
 APPLICATION IS REQUIRED AT THIS TIME. WE RECOMMEND THAT
 YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME. AFTER
 YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA EMAIL
 AND I WILL CHANGE THE REVIEW STATUS TO PASS.
  
 3) P-100: PROVIDE A CLEANOUT FOR THE MAIN 6-INCH STORM
 DRAIN AT THE JUNCTION OF THE DRAIN AND THE MAIN
 LATERAL- SEC. 1101.8 FBC P.
  
 4) P-701: REMOVE THE NOTE LABELING THE STORM DRAIN
 VERTICAL PIPE AS SANITARY, AND INDICATE 4-INCH VERTICAL
 LEADERS WILL BE INSTALLED- TABLE 1106.2 FBC P.
  
 5) A.301 & P-102: BASED ON THE SLOPES SHOWN ON THE A
 ROOF PLAN, IT APPEARS THE OVERFLOW SCUPPER LOCATIONS
 WILL NOT PREVENT WATER FROM PONDING ON THE ROOF- SECS.
 1106.5 & 1108.1 FBC P.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2023-02-21 Cont ID  
Sent By jwitmer Date 2023-02-21 Time 13:47 Rev Time 0.00
Received By jwitmer Date 2023-02-21 Time 10:51 Sent To  
Notes
2023-02-21 13:47:53ROOFING REVIEW COULD NOT OCCUR, TO BE UNDER SEPARATE
 PERMIT, THE ROOFING PRODUCT APPROVALS ARE DEFERRED
 SUBMITTALS. ROOFING: FOR ALL ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT
 APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED
 FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE
 INCREASED FOR BOTH INSULATION & THE BASE SHEET AS
 CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 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 R ROOF PLAN REVIEW
Rev No 1 Status F Date 2023-01-10 Cont ID  
Sent By jwitmer Date 2023-01-10 Time 06:55 Rev Time 0.00
Received By jwitmer Date 2023-01-04 Time 07:47 Sent To  
Notes
2023-01-10 06:55:36WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22120561
 ADD: 915 N. RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRRUCTION
 TEL: 561-308-2954
 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. JAN. 04TH/2023
 ACTION: DENIED
  
 1) ROOFING REVIEW COULD NOT OCCUR, TO BE UNDER SEPARATE
 PERMIT, THE ROOFING PRODUCT APPROVALS ARE DEFERRED
 SUBMITTALS. ROOFING: FOR ALL ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT
 APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED
 FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE
 INCREASED FOR BOTH INSULATION & THE BASE SHEET AS
 CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2023-07-20 Cont ID  
Sent By lbond Date 2023-07-20 Time 08:32 Rev Time 0.00
Received By lbond Date 2023-07-20 Time 08:32 Sent To  
Notes
2023-07-07 12:03:08PLUMBING SIGNATURES PASSED.
2023-07-05 06:36:39A & S SHEETS DIGITAL SIGNATURES OK. JW 7-05-23
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date   Cont ID  
Sent By   Date 2023-06-27 Time 12:46 Rev Time 0.00
Received By   Date 2023-06-27 Time   Sent To  
Notes
2023-06-26 16:50:08PLUMBING SIGNATURES PASSED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 14:51 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 14:45 Sent To  
Notes
2023-05-09 14:51:44MECHANICAL DIGITAL SIGNATURES APPROVED ME
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2023-02-27 Cont ID  
Sent By medwards Date 2023-02-27 Time 15:52 Rev Time 0.00
Received By medwards Date 2023-02-27 Time 15:52 Sent To  
Notes
2023-02-27 15:53:26THE FOLLOWING SHEETS WILL NEED DIGITAL SIGNATURES FROM
 THE DESIGNER: FS 471/481
  
 A701, A601, A504, A503, A502, A501, A401, A201, A 102,
 A101, A003, LS102, T100, LS101
  
2023-02-24 17:24:07PLUMBING (P) PLAN SIGS APPROVED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2023-01-10 Cont ID  
Sent By jwitmer Date 2023-01-10 Time 07:04 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2023-01-10 07:04:10FPP, MEP SIGNATURES GOOD, STRUCTURAL NOT ABLE TO OPEN
 AND VERIFY 3RD PARTY VERIFICATION, ARHITECTURAL GOOD.
  
 61G15-23.004 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS, REQUIRE 3RD
 PARTY VERIFICATION.
 1) ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS WHICH MUST BE SIGNED, DATED AND SEALED IN
 ACCORDANCE WITH THE PROVISIONS OF SECTION 471.025,
 F.S., AND RULE 61G15-23.001, F.A.C., MAY BE SIGNED
 DIGITALLY AS PROVIDED HEREIN BY THE PROFESSIONAL
 ENGINEER IN RESPONSIBLE CHARGE. AS USED HEREIN, THE
 TERMS ???CERTIFICATION AUTHORITY,??? AND ???DIGITAL
 SIGNATURE??? SHALL HAVE THE MEANINGS ASCRIBED TO THEM
 IN SECTIONS 668.003(2) AND (3), F.S.
 J. WITMER 01/10/23
2023-01-06 08:09:38MECHANICAL DIGITAL SIGNATURES APPROVED ME
Review Stop Z ZONING
Rev No 4 Status P Date 2023-07-03 Cont ID  
Sent By ckimmerl Date 2023-07-03 Time 15:12 Rev Time 0.00
Received By ckimmerl Date 2023-07-03 Time 15:12 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2023-05-24 Cont ID  
Sent By ckimmerl Date 2023-05-24 Time 12:47 Rev Time 0.00
Received By ckimmerl Date 2023-05-24 Time 12:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2023-03-09 Cont ID  
Sent By ckimmerl Date 2023-03-09 Time 17:10 Rev Time 0.00
Received By ckimmerl Date 2023-03-09 Time 17:09 Sent To  
Notes
2023-03-09 17:09:57SCOPE OF PROJECT DEMONSTRATES SUBSTANTIAL CHANGE IN
 STRUCTURE AND TRIGGERS THE PROVISIONS OF ARTICLE IV -
 SEC. 94-124 AND THE NONCOMFORMITIES SECTION OF ARTICLE
 XVI SEC. 94-515.
 THIS IS AN ALTERATION OR DEMOLITION WITH CONSTRUCTION
 OF 'NEW' STRUCTURE, THE NEW MUST BE BUILT IN COMPLIANCE
 WITH CODE PROVISIONS OF THE NORA -5 DISTRICT.
  
 1. PLEASE PROVIDE A SITE SURVEY. [SATISFIED]
  
 2. PLEASE PROVIDE A SITE PLAN WITH SETBACKS ILLUSTRATED
 AND PROVIDE TABULAR DATA OR CALCULATIONS FOR NORA-5
 STANDARDS. RENOVATION AND ALTERATION MUST MEET
 SETBACKS, HEIGHT, BUILDING FOOTPRINT, ETC. FOR
 SUBDISTRICT. [NOT SATISFIED]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2023-01-17 Cont ID  
Sent By ckimmber Date 2023-01-17 Time 11:31 Rev Time 0.00
Received By ckimmerl Date 2023-01-17 Time 10:32 Sent To  
Notes
2023-01-17 11:31:32SCOPE OF PROJECT DEMONSTRATES SUBSTANTIAL CHANGE IN
 STRUCTURE AND TRIGGERS THE PROVISIONS OF ARTICLE IV -
 SEC. 94-105 AND THE NONCOMFORMITIES SECTION OF ARTICLE
 XVI SEC. 94-515.
 THIS IS A FULL DEMOLITION AND 'NEW' STRUCTURE, THE NEW
 MUST BE BUILT IN COMPLIANCE WITH CODE PROVISIONS.
  
 1. PROPOSED CONSTRUCTION DOES NOT MEET NORA-5 SETBACKS
 (WHICH REQUIRES A 5FT. SETBACK ALONG NORTH RAILROAD
 AVENUE FRONTAGE). MAY NOT MEET THE REAR SETBACK AS
 WELL.
 2. PROPOSED CONSTRUCTION EXCEEDS NORA-5 MAXIMUM
 BUILDING FOOTPRINT (87% FOR GROUND/PODIUM) AND 90% FOR
 2ND FLOOR.
 3. PLEASE PROVIDE SITE PLAN WITH SETBACKS ILLUSTRATED
 AND PROVIDE CALCULATIONS FOR FOOTPRINT PERCENTAGE.
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]


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