Plan Review Details - Permit 23011136
Plan Review Stops For Permit 23011136
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2023-05-17 Cont ID  
Sent By cpuell Date 2023-05-17 Time 13:23 Rev Time 0.00
Received By cpuell Date 2023-05-17 Time 13:23 Sent To  
Notes
2023-05-17 13:24:25PARCEL READDRESSED 1045, 1055 & 1065 N RAILROAD AVE
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 12:48 Rev Time 0.00
Received By swelter Date   Time   Sent To  
Notes
2023-03-10 12:49:16SEE MASTER PERMIT #22120561
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 15:39 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 15:39 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2023-02-22 Cont ID  
Sent By jwitmer Date 2023-02-22 Time 09:26 Rev Time 0.00
Received By jwitmer Date 2023-02-22 Time 09:25 Sent To  
Notes
2023-02-22 09:26:49COMMERCIAL 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 3 Status P Date 2023-07-17 Cont ID  
Sent By jwitmer Date 2023-07-17 Time 09:07 Rev Time 0.00
Received By jwitmer Date 2023-07-17 Time 08:22 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 16:19 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 15:39 Sent To  
Notes
2023-05-24 16:19:13WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 23011136
 ADD: 1013 N RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRUCTION
 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: WED. 02/22/23
 ACTION: PASSED/ BUILDING PROVISOS
  
 1) BUILDING PROVISO: SHEET S.002 HAS HEADING DEALING
 WITH WELDING & STRUCTURAL STEEL FOR THE PROJECT. 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.
  
 2) BUILDING PROVISO/ DEFERRED SUBMITTALS/ COMPONENTS &
 CLADDING.
 COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS AND
 CLADDING PRODUCT APPROVALS. 2020 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,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 3) 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.
  
 4) BUILDING PROVISO: 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.
  
 5) 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.
  
 6) BUILDING PROVISO: 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.
  
 7) BUILDING PROVISO: 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-02-22 Cont ID  
Sent By jwitmer Date 2023-02-22 Time 09:42 Rev Time 0.00
Received By jwitmer Date 2023-02-22 Time 08:38 Sent To  
Notes
2023-02-22 09:26:10WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 23011136
 ADD: 1013 N RAILROAD AVE.
 CONT: HEDRICK BROTHERS CONSTRUCTION
 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. 02/22/23
 ACTION: DENIED
  
 1) THE PLANS AS SUBMITTED LEAVE THE BUILDING AS A SHELL
 BUILDING, NOT A RENOVATION WHERE A CO OR TCO WILL BE
 REQUIRED, MISSING FLOOR SLABS, PLUMBING JUST STUBBED
 UP, NO INTERIOR WALLS OR FINISHES, THIS PERMIT SHOULD
 BE LABELED A RENOVATION TO A SHELL BUILDING.
  
 2 SHEET S.001:
 2A) PLEASE PROVIDE A DIGITAL SOILS REPORT BY UNIVERSAL
 ENGINEERING SCIENCES DATED OCT. 24TH/ 2022. AS STATED
 ON PLAN: THE GEOTECHNICAL INVESTIGATION REPORT
 RECOMMENDATIONS SHALL SUPERSEDE THE MINIMUM CRITERIA
 STATED IN THE STRUCTURAL GENERAL NOTES.
  
 2B) SLAB-ON-GROUND HEADING NOR THE 12 STATEMENTS
 DEALING WITH SLAB ON GROUND INDICATE COMPLIANCE WITH
 TERMITE PROTECTION FOUND IN 1816.1 OF THE 2020
 FBC-BUILDING CODE.
  
 3) BUILDING PROVISO: SHEET S.002 HAS HEADING DEALING
 WITH WELDING & STRUCTURAL STEEL FOR THE PROJECT. 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/ DEFERRED SUBMITTALS/ COMPONENTS &
 CLADDING.
 COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS AND
 CLADDING PRODUCT APPROVALS. 2020 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,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 4A) 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.
  
 4B) 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.
  
 4C) 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.
  
 4D) 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.
 4E) 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.
  
 5) BUILDING PROVISO: THE STRUCTURAL SHEETS INDICATE THE
 GENERAL CONTRACTOR SHALL HIRE A LICENSED SHORING
 ENGINEER TO TEMPORARILY SUPPORT THE EXISTING STRUCTURE.
  
 6A) THE TITLE SHEET LIST THE OCCUPANT LOAD AS 373.
 SHEET S.001 INDICATES THE BUILDING RISK CATEGORY AS II
 AND WIND SPEED OF 170 VULT. PLEASE REVIEW THE 2020
 FBC-BUILDING CODE TABLE 1604.5. WHEN OCCUPANT LOAD IS
 GREATER THAN 300, THIS BUILDING RISK CATEGORY INCREASES
 FROM II TO III WITH INCREASED WIND DESIGN (180 VULT)
 AND ASSOCIATED PRESSURES. SEE TABLE 1604.5.
  
 6B) SHEET S.003 COMPONENTS AND CLADDING EXTERNAL
 PRESSURES IN VASD THE PRESSURES WILL INCREASE SINCE THE
 VULT WIND SPEED INCREASES TO 180 VULT. PLEASE KEEP THE
 PRESSURES IN VASD, THE SAME AS PRODUCT APPROVALS. THANK
 YOU.
  
 7A) THE LS.100 LIFE SAFETY SHEET A.101 PLEASE SHOW
 WHICH EXITS ARE GOING TO BE THE ACCESSIBLE EXITS ABLE
 TO GET THE OCCUPANTS TO THE PUBLIC WAY. 2017 FBC-B
 1007.1.1. TWO EXITS OR EXIT ACCESS DOORWAYS. WHERE 2
 EXIT OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM ANY
 PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A
 DISTANCE APART EQUAL TO NOT LESS THAN ?? THE OVERALL
 MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR
 AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN
 THEM.
 EXCEPTION BUILDINGS EQUIPPED THROUGHOUT WITH AN
 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION
 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL
 NOT BE LESS THAN 1/3RD OVERALL DIAGONAL DIMENSION OF
 THE BUILDING OR AREA TO BE SERVED MEASURED IN A
 STRAIGHT LINE BETWEEN THEM.
 2020 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION). 2003 IBC-B 1007.1 WHERE
 MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTIONS
 1014.1 OR 1018.1 FROM ANY ACCESSIBLE SPACE, EACH
 ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT
 LESS THAN TWO MEANS OF EGRESS.
  
 7B) 2020 FBC-ACCESS. CODE CHANGES IN LEVEL 303.2 AND
 303.3. WHERE CHANGES IN LEVEL ARE PERMITTED IN THE
 FLOOR OR GROUND SURFACES, THEY SHALL COMPLY WITH
 SECTION 303. SEE 303.1 & 303.2.
  
 7C) 2020 FBC-ACCESS. CODE 404.2.5. THRESHOLDS.
 THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ?? INCH
 HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
 DOORWAYS SHALL COMPLY WITH 302 & 303.
 8) CLOSING WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY.
  
 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 2023-07-13 Cont ID  
Sent By mpeterso Date 2023-07-13 Time 14:23 Rev Time 0.00
Received By mpeterso Date 2023-07-13 Time 14:19 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2023-02-07 Cont ID  
Sent By mpeterso Date 2023-02-07 Time 13:54 Rev Time 0.00
Received By mpeterso Date 2023-02-07 Time 12:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2023-07-10 Cont ID  
Sent By pleduc Date 2023-07-10 Time   Rev Time 0.00
Received By pleduc Date 2023-07-10 Time 14:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2023-05-09 Cont ID  
Sent By pleduc Date 2023-05-09 Time   Rev Time 0.00
Received By pleduc Date 2023-05-08 Time 11:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2023-02-02 Cont ID  
Sent By pleduc Date 2023-02-02 Time   Rev Time 0.00
Received By pleduc Date 2023-02-02 Time 11:36 Sent To  
Notes
2023-02-02 11:55:24THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE ARE REAR EXITS INDICATED ON THE LIFE SAFETY
 PLANS,
  
 PER NFPA 101, CH 12 NEW ASSEMBLY, 38 NEW BUSINESS, & 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.
  
 THERE MAY BE A SERVICE ROAD NEXT TO THE RR, HOWEVER, I
 BELIEVE A FENCE IS BEING PROPOSED THAT MAY
 LIMIT/RESTRICT PASSAGE IN EITHER DIRECTION.
  
 THERE MAY ALSO BE GATES ALONG THIS FENCE THAT NEEDS TO
 BE ACCESSIBLE.
  
 AN ADDITIONAL CONCERN IS THAT THERE MAY BE UNPROTECTED
 OPENINGS ALONG ALL THE VARIOUS OCCUPACIES ALONG THE
 FENCE LINE THAT COULD EXPOSE PEDESTRIANS TO THE EFFECTS
 OF FIRE AND SMOKE.
  
 THERE IS ALSO AN INDICATION OF OPEN SPACE ALONG THE
 SIDE OF THE BUILDING WITH WHAT APPEARS TO BE GARAGE
 TYPE DOORS. WILL THESE DOORS BE OPERATIONAL? WILL THEY
 BE RATED TO PROTECT THE EXIT OPENING EXPOSURE.
  
 IS THIS OPEN SPACE CONCRETE, GRASS, DIRT, ETC.?
  
 PLEASE PROVIDE DETAILS IN COMPLIANCE WITH THE REQUIRED
 CODE.
  
  
  
 2) THERE ARE INDICATIONS WITHIN THE DOOR SCHEDULE THAT
 DO NOT APPEAR TO MEET THE NFPA 101 CH 7, MEANS OF
 EGRESS & CH 12 NEW ASSEMBLY REQUIREMENTS FOR ASSEMBLY
 OCCUPANCIES.
  
 7.2.1.7* PANIC HARDWARE AND FIRE EXIT HARDWARE.
  
 7.2.1.7.1 WHERE A SIDE-HINGED OR PIVOTED-SWINGING DOOR
 ASSEMBLY IS
 REQUIRED TO BE EQUIPPED WITH PANIC OR FIRE EXIT
 HARDWARE, SUCH HARDWARE
 SHALL MEET ALL OF THE FOLLOWING CRITERIA:
 (1) IT SHALL CONSIST OF A CROSS BAR OR A PUSH PAD, WITH
 THE LENGTH OF THE
 ACTUATING PORTION OF THE CROSS BAR OR PUSH PAD NOT LESS
 THAN ONE-HALF
 OF THE WIDTH OF THE DOOR LEAF.
 (2) IT SHALL BE MOUNTED AS FOLLOWS:
 (A) NEW INSTALLATIONS SHALL BE NOT LESS THAN 34 IN.
 (865 MM), AND
 NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (B) EXISTING INSTALLATIONS SHALL BE NOT LESS THAN 30
 IN. (760 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (3) IT SHALL BE CONSTRUCTED SO THAT A HORIZONTAL FORCE
 NOT TO EXCEED 15 LBF
 (66 N) ACTUATES THE CROSS BAR OR PUSH PAD AND LATCHES
  
 7.2.1.7.3 REQUIRED PANIC HARDWARE AND FIRE EXIT
 HARDWARE, IN OTHER THAN
 DETENTION AND CORRECTIONAL OCCUPANCIES AS OTHERWISE
 PROVIDED IN CHAP TERS 22 AND 23, SHALL NOT BE EQUIPPED
 WITH ANY LOCKING DEVICE, SET SCREW,
 OR OTHER ARRANGEMENT THAT PREVENTS THE RELEASE OF THE
 LATCH WHEN PRESSURE
 IS APPLIED TO THE RELEASING DEVICE
  
 12.2.2.2 DOORS.
 12.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED
  
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING
 AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE
 PERMITTED TO BE PRO VIDED WITH A LATCH OR LOCK ONLY IF
 THE LATCH OR LOCK IS PANIC HARDWARE OR
 FIRE EXIT HARDWARE COMPLYING WITH 7.2.1.7, UNLESS
 OTHERWISE PERMITTED
 BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 ELECTRICAL LOCK ING SYSTEMS AS PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO SENSOR-RELEASE
 OF ELECTRICAL
 LOCKING SYSTEMS AS PERMITTED IN 12.2.2.2.6
  
 12.2.2.2.4 LOCKING DEVICES COMPLYING WITH 7.2.1.5.5
 SHALL BE PERMITTED
 TO BE USED ON A SINGLE DOOR OR A SINGLE PAIR OF DOORS
 IF BOTH OF THE FOL LOWING CONDITIONS APPLY:
 (1) THE DOOR OR PAIR OF DOORS SERVE AS THE MAIN EXIT
 AND THE ASSEMBLY
 OCCUPANCY HAS AN OCCUPANT LOAD NOT GREATER THAN 500.
 (2) ANY LATCHING DEVICES ON SUCH A DOOR(S) FROM AN
 ASSEMBLY OCCU PANCY HAVING AN OCCUPANT LOAD OF 100 OR
 MORE ARE RELEASED BY
 PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
  
 PLEASE REVIEW AND ENSURE CORRECT AS APPLICABLE.
  
  
  
 WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET REVISION
 CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE ABOVE.
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE. DELINEATE
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 2 Status N Date 2023-05-31 Cont ID  
Sent By rwbrown Date 2023-05-31 Time 05:31 Rev Time 0.00
Received By rwbrown Date 2023-05-31 Time 05:31 Sent To  
Notes
2023-05-31 05:31:53NO GAS WORK TO BE DONE ON THIS PERMIT
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2023-02-03 Cont ID  
Sent By rwbrown Date 2023-02-03 Time 12:31 Rev Time 0.00
Received By rwbrown Date 2023-02-03 Time 12:31 Sent To  
Notes
2023-02-03 12:32:161ST GAS REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. 2017 WPB AMENDS 107.3.5.1.5 - A GAS METER IS SHOWN,
 DO YOU INTEND TO ROUGH IN ANY GAS??
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
  
 V7 FPC - 2020 FLORIDA PLUMBING CODE
 V7 FGC - 2020 FLORIDA FUEL GAS
 V7 FRC - 2020 FLORIDA RESIDENTIAL BUILDING CODE
 V7 FAC - 2020 FLORIDA ACCESSIBILITY CODE
 V7 FEX - 2020 FLORIDA EXISTING BUILDING CODE
 V7 FEC - 2020 FLORIDA ENERGY CONSERVATION
 2021 F.S. - 2021 FLORIDA STATUTES
 2021 F.A.C. - 2021 FLORIDA ADMINISTRATIVE CODE
 2017 WPB AMEND - 2017 WEST PALM BEACH AMENDMENTS TO THE
 FBC CHAPTER 1
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-07-20 Cont ID  
Sent By jwitmer Date 2023-07-20 Time 08:36 Rev Time 0.00
Received By lbond Date 2023-07-05 Time 08:16 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-06-16 Cont ID  
Sent By lmarchan Date 2023-06-16 Time 13:18 Rev Time 0.00
Received By lmarchan Date 2023-06-16 Time 08:54 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-05-31 Cont ID  
Sent By rwbrown Date 2023-05-31 Time 05:38 Rev Time 0.00
Received By rwbrown Date 2023-05-04 Time 09:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-03-10 Cont ID  
Sent By aoliver Date 2023-03-10 Time 07:09 Rev Time 0.00
Received By aoliver Date 2023-01-31 Time 16:42 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2023-07-25 Cont ID  
Sent By lbond Date 2023-07-25 Time 12:49 Rev Time 0.00
Received By lmarchan Date 2023-07-18 Time 08:36 Sent To  
Notes
2023-07-21 10:50:28RECEIPT MU-2023-031725-0000 $22,567.08 - PAID
2023-07-18 14:06:24IMPACT FEE QUEST UPLOADED. PBCGOV EMAILED AO
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 16:20 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 16:20 Sent To  
Notes
2023-05-24 16:20:55IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2023-02-22 Cont ID  
Sent By jwitmer Date 2023-02-22 Time 09:43 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2023-02-22 09:43:29IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2023-07-17 Cont ID  
Sent By jbaker Date 2023-07-17 Time 12:08 Rev Time 0.00
Received By jbaker Date 2023-07-17 Time 12:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2023-05-09 Cont ID  
Sent By medwards Date 2023-05-09 Time 14:39 Rev Time 0.00
Received By medwards Date 2023-05-09 Time 14:39 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2023-02-03 Cont ID  
Sent By medwards Date 2023-02-03 Time 07:02 Rev Time 0.00
Received By medwards Date 2023-02-03 Time 07:02 Sent To  
Notes
2023-02-03 07:02:141ST REVIEW FMC
 PERMIT: 23011136
  
 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) SHEET M-600: SUBMIT ONLY THE INFORMATION THAT IS
 RELEVANT TO TAKING THIS CHANGE OF OCCUPANCY BACK TO A
 SHELL. THERE IS NO LOBBY SHOWN ON THESE SUBMITTED
 DRAWINGS. THERE IS NO 2ND FLOOR, REMOVE THIS FROM THE
 BASIS OF DESIGN ON SHEET M-600. THE SHEET T.100
 INDICATES THIS SPACE IS DESIGNED FOR WORSE CASE WHICH
 IS AN ASSEMBLY A-2. THE INFORMATION ON SHEET M-600
 WOULD NOT WORK, THE SQUARE FOOTAGE SHOWN ON T.100 FOR
 THE KITCHEN AND THE DINING ROOM WOULD REQUIRE A TOTAL
 OF 4,522 CFM???S OF OUTDOOR AIR AND THE KITCHEN WOULD
 REQUIRE 1,881 CFM???S OF EXHAUST. THE BASIS OF DESIGN
 ON M.600 DOES NOT SHOW THIS SO THE ROOF GRAVITY
 VENTILATOR SCHEDULE WOULD NOT WORK. SHEET M-500 SHOULD
 BE REMOVED AS THERE IS NO MECHANICAL SYSTEM SHOWN FOR
 THIS SHELL. FMC 403.3.1.1 AND TABLE 403.3.1.1; FBC
 107.3.5
  
 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 3 Status P Date 2023-07-05 Cont ID  
Sent By rwbrown Date 2023-07-05 Time 12:19 Rev Time 0.00
Received By rwbrown Date 2023-07-05 Time 12:19 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2023-05-05 Cont ID  
Sent By rwbrown Date 2023-05-05 Time 07:53 Rev Time 0.00
Received By rwbrown Date 2023-05-05 Time 07:53 Sent To  
Notes
2023-05-05 07:58:322ND PLUMBING REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. ENGINEERING PERMITS DO NOT REPLACE THE NEED FOR A
 BUILDING PERMIT FOR GREASE TRAPS AND BACKFLOW PERMITS.
 2017 WPB AMEND - 105.1/107.3 -- THE BACKFLOW DEVICE AT
 THE UTILITY CONNECTION AND THE GREASE TRAP REQUIRE
 SEPARATE PERMITS THAT ARE REQUIRED TO BE APPLIED FOR
 PRIOR TO ISSUANCE OF THE PRIMARY PERMIT (AS
 APPLICABLE). YOU CAN SUBMIT AN APPLICATION "TBD" (TO BE
 DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY
 EMAILING A COMPLETED PERMIT APPLICATION TO
 [email protected]. AFTER YOU HAVE THE PERMIT(S)
 GENERATED, NOTIFY ME VIA EMAIL OR NOTE IN THE RESPONSE
 LETTER AND I WILL COMPLY THIS COMMENT.
  
 2. DONE
  
 3. DONE
  
 4. DONE
  
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
  
 V7 FPC - 2020 FLORIDA PLUMBING CODE
 V7 FGC - 2020 FLORIDA FUEL GAS
 V7 FRC - 2020 FLORIDA RESIDENTIAL BUILDING CODE
 V7 FAC - 2020 FLORIDA ACCESSIBILITY CODE
 V7 FEX - 2020 FLORIDA EXISTING BUILDING CODE
 V7 FEC - 2020 FLORIDA ENERGY CONSERVATION
 2021 F.S. - 2021 FLORIDA STATUTES
 2021 F.A.C. - 2021 FLORIDA ADMINISTRATIVE CODE
 2017 WPB AMEND - 2017 WEST PALM BEACH AMENDMENTS TO THE
 FBC CHAPTER 1
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2023-02-03 Cont ID  
Sent By rwbrown Date 2023-02-03 Time 12:22 Rev Time 0.00
Received By rwbrown Date 2023-02-02 Time 15:29 Sent To  
Notes
2023-02-03 12:31:181ST PLUMBING REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. 2017 WPB AMEND - 105.1/107.3 -- THE BACKFLOW DEVICE
 AT THE UTILITY CONNECTION AND THE GREASE TRAP REQUIRE
 SEPARATE PERMITS THAT ARE REQUIRED TO BE APPLIED FOR
 PRIOR TO ISSUANCE OF THE PRIMARY PERMIT (AS
 APPLICABLE). YOU CAN SUBMIT AN APPLICATION "TBD" (TO BE
 DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY
 EMAILING A COMPLETED PERMIT APPLICATION TO
 [email protected]. AFTER YOU HAVE THE PERMIT(S)
 GENERATED, NOTIFY ME VIA EMAIL OR NOTE IN THE RESPONSE
 LETTER AND I WILL COMPLY THIS COMMENT.
  
 2. 2020 FPC 1106.2 - ROOF DRAINS --- WHEN AREA 6 AND
 AREA 5 COMBINE ON THE HORIZONTAL, IT APPEARS THAT THE
 HORIZONTAL STORM DRAIN WOULD NEED TO INCREASE IN SIZE.
 AND DOWNSTREAM OF THAT NEEDS RESIZED AS WELL. WHEN AREA
 3 AND AREA 2 COMBINE ON THE HORIZONTAL, IT APPEARS THAT
 THE HORIZONTAL STORM DRAIN WOULD NEED TO INCREASE IN
 SIZE. AND DOWNSTREAM OF THAT NEEDS RESIZED. DEPENDING
 ON THE SLOPE AS INDICATED IN TABLE 1106.2,, WITH
 "TYPICAL SLOPING AT 1/4" PER FOOT, YOU WOULD NEED
 LARGER PIPING. PLEASE REVIEW AND INDICATE THE SLOPE TO
 BE USED FOR ACCURATE STORM DRAIN SIZING.
  
 3. 2020 FPC 606.2 - I DON'T SEE A HOSE BIB ON THIS ONE,
 BUT DID ON THE OTHER JOBS SIMILAR. IF YOU INTEND TO
 HAVE ONE, ADD IT AND DETAIL A SHUT-OFF BEFORE IT.
  
 4. 2020 FPC 906.1 - DETAIL A SIZE FOR THE VENT THROUGH
 THE ROOF.
  
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
  
 V7 FPC - 2020 FLORIDA PLUMBING CODE
 V7 FGC - 2020 FLORIDA FUEL GAS
 V7 FRC - 2020 FLORIDA RESIDENTIAL BUILDING CODE
 V7 FAC - 2020 FLORIDA ACCESSIBILITY CODE
 V7 FEX - 2020 FLORIDA EXISTING BUILDING CODE
 V7 FEC - 2020 FLORIDA ENERGY CONSERVATION
 2021 F.S. - 2021 FLORIDA STATUTES
 2021 F.A.C. - 2021 FLORIDA ADMINISTRATIVE CODE
 2017 WPB AMEND - 2017 WEST PALM BEACH AMENDMENTS TO THE
 FBC CHAPTER 1
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-07-20 Cont ID  
Sent By lbond Date 2023-07-20 Time 08:36 Rev Time 0.00
Received By lbond Date 2023-07-20 Time 08:36 Sent To  
Notes
2023-07-17 09:07:01ARCHITECTURAL & STRUCTURAL SHEETS DIGITAL SIGNATURE OK.
 7-17-23 J WITMER
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2023-05-31 Cont ID  
Sent By rwbrown Date 2023-05-31 Time 05:36 Rev Time 0.00
Received By rwbrown Date 2023-05-31 Time 05:36 Sent To  
Notes
2023-05-09 14:40:06MECHANICAL DIGITAL SIGNATURES APPROVED. ME
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2023-02-07 Cont ID  
Sent By mpeterso Date 2023-02-07 Time 13:54 Rev Time 0.00
Received By mpeterso Date 2023-02-07 Time 13:54 Sent To  
Notes
2023-02-07 13:55:20ALL PLANS PASSED SIGNATURE. MP
2023-02-03 07:03:02MECHANICAL DIGITAL SIGNATURES APPROVED ME
Review Stop Z ZONING
Rev No 3 Status P Date 2023-07-17 Cont ID  
Sent By ckimmerl Date 2023-07-17 Time 16:41 Rev Time 0.00
Received By ckimmerl Date 2023-07-17 Time 16:41 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2023-05-30 Cont ID  
Sent By ckimmerl Date 2023-05-30 Time 09:51 Rev Time 0.00
Received By ckimmerl Date 2023-05-30 Time 09:51 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2023-03-09 Cont ID  
Sent By CKimmerl Date 2023-03-09 Time 15:32 Rev Time 0.00
Received By ckimmerl Date 2023-03-09 Time 15:31 Sent To  
Notes
2023-03-09 15:32:26SCOPE 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.
  
 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.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]


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