Plan Review Details - Permit 22061262
Plan Review Stops For Permit 22061262
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Rev No 5 Status F Date 2023-07-14 Cont ID  
Sent By cpuell Date 2023-07-14 Time 14:21 Rev Time 0.00
Received By cpuell Date 2023-07-14 Time 14:21 Sent To  
Notes
2023-07-14 14:22:24WAITING ON ZONING TO APPROVE, PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 ONCE ZONING
 APPROVES

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Rev No 4 Status F Date 2023-05-16 Cont ID  
Sent By cpuell Date 2023-05-16 Time 16:41 Rev Time 0.00
Received By cpuell Date 2023-05-16 Time 16:41 Sent To  
Notes
2023-05-16 16:42:32PREVIOUS COMMENTS NOT ADDRESSED

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Rev No 3 Status F Date 2023-02-28 Cont ID  
Sent By cpuell Date 2023-02-28 Time 15:36 Rev Time 0.00
Received By cpuell Date 2023-02-28 Time 15:36 Sent To  
Notes
2023-02-28 15:37:02PREVIOUS COMMENTS NOT ADDRESSED

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Rev No 2 Status F Date 2023-01-17 Cont ID  
Sent By cpuell Date 2023-01-17 Time 08:52 Rev Time 0.00
Received By cpuell Date 2023-01-17 Time 08:52 Sent To  
Notes
2023-01-17 08:52:33PREVIOUS COMMENTS NOT ADDRESSED

Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-08-30 Cont ID  
Sent By cpuell Date 2022-08-30 Time 12:42 Rev Time 0.00
Received By cpuell Date 2023-01-17 Time 08:51 Sent To  
Notes
2022-08-30 12:43:08IN LOOKING AT THE FLOOR PLAN, IT WOULD APPEAR THAT THE
 SCOPE OF WORK IS TO CREATE 2 RETAIL SPACES FACING N
 TAMARIND AVE, A 2 BEDROOM APARTMENT, A STUDIO AND A
 FOUR BEDROOM HOUSE. CURRENTLY THERE ARE ONLY 2
 ADDRESSES ASSOCIATED WITH THAT PARCEL, THE 4 BEDROOM
 HOUSE HAS THE ADDRESS OF 1004 STATE ST AND THE SECTION
 FACING N TAMARIND AVE HAS THE ADDRESS OF 1911 N
 TAMARIND AVE. GIVEN THE PROPOSED REMODEL, EVERY ADDRESS
 NEEDS TO BE CHANGED AND THE WHOLE PROJECT NEEDS TO BE
 READDRESSED. HOWEVER, THIS IS ONLY IF ZONING ALLOWS FOR
 THIS AMOUNT OF UNITS AND COMMERCIAL SPACE. PLEASE
 CONTACT [email protected] OR CALL 561-805-6659 ONCE
 ZONING APPROVED THE UNITS AND COMMERCIAL SPACE, SO THAT
 NEW ADDRESSES CAN BE ASSIGNED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2023-07-17 Cont ID  
Sent By jwitmer Date 2023-07-17 Time 12:56 Rev Time 0.00
Received By jwitmer Date 2023-07-17 Time 10:50 Sent To  
Notes
2023-07-17 12:55:10BUILDING PROVISO: DEFERRED SUBMITTALS BEFORE
 WINDOW BUCK INSPECTION MIAMI-DADE NOA'S:
 NOA 20-0813.08 / NOA 20-0814.07.
 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, 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.

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2023-06-06 Cont ID  
Sent By jwitmer Date 2023-06-06 Time 16:18 Rev Time 0.00
Received By jwitmer Date 2023-06-06 Time 15:34 Sent To  
Notes
2023-06-06 16:18:534TH REVIEW
 DATE: TUES. JUNE 06TH/ 2023
 ACTION: DENIED
 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22061262
 ADD: 1911 N TAMARIND AVE
 CONT: BELACRIS CONSTRUCTION
 TEL: 305-244-0277
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1-9) COMPLIED.
 10A) COMPLIED.
  
 10B) SEMI-COMPLIED. THE FLOOR PLAN SHOWS 3 EGRESSES TO
 THE COMMERCIAL AREA ACCESSIBLE BY THE PUBLIC. AT LEAST
 ONE ENTRANCE NEEDS TO BE AN ACCESSIBLE ENTRANCE LEVEL
 WITH THE EXTERIOR OF THE BUILDING. 2020
 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS
 SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE. MISSING SIGNAGE AT THE
 DOORS NOT ACCESSIBLE INDICATING WHERE THE ACCESSIBLE
 ENTRANCE IS LOCATED.
  
  
 10C) COMPLIED.
  
 10D) COMPLIED.
  
 10E) COMPLIED.
  
 10F) 4TH REVIEW. FORMER REVIEW SHOWED A WORK LIVE LOFT.
 THIS REVIEW THE FLOOR PLAN A-2.0 SHOWS A LOUNGE, OFFICE
 KITCHENETTE AND A ROOM NOT SHOWING A USE WITH WHAT
 APPEARS TO BE A PRIVATE BATH, SHOWER, WATER CLOSET AND
 LAV. PLEASE PROVIDE WHAT THE USEAGE OF THE ROOM IN
 FRONT OF THIS BATHROOM? BATHROOM MAYBE REQUIRED TO BE
 ACCESSIBLE. 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.
  
 10G) 4TH REVIEW. A-2. THE COVERSHEET SITE PLAN LIST
 BOTH ADDRESSES AS INTERIOR REMODEL RESIDENCE VERSES
 SHEET A-2.0 COMMERCIAL RETAIL SPACE, DISCREPANCY IN
 PLANS. 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.
  
 11) COMPLIED.
  
  
 12) 4TH REVIEW. SHEET S1.0 IS USING ASCE 7-05 IN THE
 2020 FBC-BUILDING WE ARE CURRENTLY USING THE ASCE 7-16.
 3RD REQUEST SHEETS A-3.0 & A-4.0 BOTH SHOW EXTERIOR
 ELEVATIONS AND NEW EXTERIOR OPENINGS, WINDOWS AND
 DOORS. THERE IS NO WIND DESIGN CRITERIA. 2020 FBC-B
 1603.1.4 WIND DESIGN CRITERIA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 12.1) 4TH REVIEW. THE WIND PEED IS NO LONGER 135MPH.
 2020 FBC-BUILDING, VULT 170, VASD IS 132.
 .3RD REVIEW. ULTIMATE DESIGN WIND SPEED, VULT,
 (3-SECOND GUST), MILES PER HOUR AND NOMINAL DESIGN WIND
 SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 12.2. RISK CATEGORY. SHEET S1 THE RISK CATEGORY IS
 LISTED AS III, THIS IS FOR POLICE STATIONS, FIRE
 STATIONS & HOSPITALS. THIS BUILDING IS A RISK CATEGORY
 II. WITH LOWER ASSOCIATED PRESSURES. IMPORTANCE FACTOR
 IS NOT 1.15 THAT AGAIN IS FOR FOR POLICE STATIONS, FIRE
 STATIONS & HOSPITALS. THE IMPORTANCE FACTOR IS 1.0.
  
 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 12.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 12.6.4TH REQUEST. PLEASE UPDATE PRESSURES FOR ZONES
 1-5. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 13) . 4TH D REQUEST. 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
 (B) WINDOWS
  
 14) 4TH REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING (SHOP DRAWING STAMP OF APPROVAL) BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 15A) 4TH REQUEST. NOT ADDRESSED. SHEET A-3.0 ELEVATIONS
 SHOWS THE NORTH ELEVATION TO THE LEFT OF THE BUILDING
 PEOPLE ARE WALKING ON THE PUBLIC SIDEWALK ELEVATION 0
 INCHES-0 FEET. THE NEW DOORS IN THE EXISTING OPENINGS
 SHOW A DOOR STOOP APPROXIMATELY 4 INCHES IN HEIGHT NONE
 OF THE DOORWAYS INTO ANY OF THE OFFICES OR LIVE/ WORK
 LOFT ARE ACCESSIBLE. GOOGLE MAPS SHOW THE DOORWAYS
 ELEVATED APPROXIMATELY 4 INCHES ABOVE THE SIDEWALK.
 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). 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.
  
 15B) 4TH REVIEW. NO DOOR SCHEDULE. 2020 ACCESS. CODE
 404.2.3. CLEAR WIDTH & SIZE OF DOORS, 2020 FBC-B
 1010.1.1. WHERE THIS SECTION REQUIRES A MINIMUM CLEAR
 WIDTH OF 32- INCHES OR A 34-INCH DOOR MINIMUM. 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.
  
 15C) COMPLIED.
  
 16) 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.
  
  
 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 3 Status F Date 2023-03-20 Cont ID  
Sent By jwitmer Date 2023-03-20 Time 07:31 Rev Time 0.00
Received By jwitmer Date 2023-03-02 Time 07:45 Sent To  
Notes
2023-03-14 09:53:4103/02/2023- MEETING IS REQUESTED WITH THE DESIGNER OF
 RECORD BEFORE REVIEW IS COMPLETED!!!!!!!!!
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
 *******************************************************
 *******************************************************
 **************************************
  
 3RD REVIEW
 DATE: MON. MARCH 20TH / 2023
 ACTION: DENIED
 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22061262
 ADD: 1911 N TAMARIND AVE
 CONT: BELACRIS CONSTRUCTION
 TEL: 305-244-0277
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 03/02/2023- 03/14/2023. MEETING IS REQUESTED WITH THE
 DESIGNER OF RECORD BEFORE REVIEW IS COMPLETED!!!!!!!!!
 12 WORKDAYS HAVE PASSED WITH NO CONTACT FROM THE DESIGN
 PROFESSIONAL.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
  
 ***** NOTICE ONLY ***** 4X FEE / NOTICE!!!!! FLORIDA
 STATUTE 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS???
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
  
 1) 3RD REVIEW. SEE ADDRESSING COMMENT, NOT ADDRESSED.
 PLEASE ADDRESS THE ADDRESSING CONCERNS BEING THIS
 PROPERTY IS A CORNER PROPERTY WITH MULTIPLE PROPOSED
 TENANTS AND USES. 2020 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED
  
 2A) 2ND REQUEST. SHEET A-1.0 CONSTRUCTION TYPE IS
 STATED AS CONSTRUCTION TYPE-III-A. THE PLAN STATES THE
 COMBUSTIBLE MATERIALS HAS BEEN TREATED TO HAVE AT LEAST
 1-HOUR RATING. WITHOUT HAVING THE SPECIFICATION FOR THE
 FIRE RATING PRODUCT AND AT WHAT RATE PER GALLON OR RATE
 OF 100 SQ. FT. THE PRODUCT IS TO BE APPLIED, AND THE
 FIRE RESISTANT PRODUCT NOT BEING APPLIED IN THE
 PRESENCES OF THE FIRE DEPARTMENT AND BUILDING
 DEPARTMENT, THIS WILL NEED TO BE COMPLETED UNDER THIS
 PERMIT IN THE PRESENCE OF THE INSPECTORS. PLEASE NOTE
 TABLE 601 ROOF CONSTRUCTION REQUIRES ALL PLYWOOD ROOF
 SHEATHING AND TRUSSES WILL REQUIRE THE FIRE RESISTANCE
 TREATMENT SINCE THE CONSTRUCTION TYPE IS LISTED IIIA.
 PLEASE IDENTIFY IF THE ROOF FRAMING IS TRUSSES OR HAND
 FRAMED ROOF JOIST WHERE BEARING WALLS WILL ALSO BE A
 CONCERN, TABLE 602 ALSO REQUIRES 1-HOUR FIRE RESISTANCE
 RATING FOR BEARING WALLS. PLEASE NOTE THE NEW EXTERIOR
 WALLS WILL REQUIRE A 2-HOUR FIRE RATING AS SHOWN IN THE
 LIFE SAFETY PLAN. PLEASE NOTE THE COMMON 8X8X16 INCH
 CONCRETE BLOCK DOES NOT CARRY A 2-HOUR FIRE RATING,
 APPROXIMATELY A 1-HR RATING. TABLE 722.3.2 PROVIDES THE
 MINIMUM EQUIVALENT THICKNESS OF BLOCK AND FOR THE TYPE
 OF AGGREGATE USED.
  
 2B) NEW COMMENT. FOR THE ADDRESS 1911 THE PLANS STATE A
 LEVEL 2 ALTERATION, WHEREAS THE CARPORT IS BEING
 CONVERTED FOR A CARPORT OR STORAGE AREA TO AN ENCLOSED
 LIVING SPACE, THIS IS CONSIDERED AN ADDITION SEE
 DEFINITIONS SECTION 202 OF THE 2020 FBC-BUILDING CODE.
 AN EXTENSION OR INCREASE IN FLOOR AREA. ALSO REVIEW IN
 THE 2020 FBC-ENERGY CODE.
  
 3) 3RD REQUEST. SEMI-COMPLIED. SHEET A-1.0 LIST THE
 DIFFERENT TYPE OF OCCUPANCIES, GROUP R3, GROUP R-1
 TRANSIENT, AND MERCANTILE OCCUPANCY. THE FLOOR PLAN
 A-2.0 DOES NOT INDICATE WHICH AREAS ARE CONSIDERED R3
 AND R1 TRANSIENT. PLEASE REVIEW SECTION 310.5
 RESIDENTIAL GROUP R-3. BOARDING HOUSES TRANSIENT WITH
 10 OR FEWER OCCUPANTS.
 1ST ROUND OF COMMENTS. THERE IS NO EXISTING FLOOR PLAN
 SHEET A-2.0 SHOWS THE PROPOSED FLOOR PLAN WITH THE
 PROPOSED BEDROOMS 3 & 4 WHAT WERE THESE AREAS
 PREVIOUSLY USED AS? WITH THE NEW PROPOSED USE, THE
 PROPERTY LINE IS LISTED AS 2FEET 2 INCHES. THE 2020
 FBC-BUILDING CODE TABLE 602 FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON DISTANCE &
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION. THIS SAME WALL THE SURVEY SHOWS
 APPROXIMATELY 9 FEET FROM THE PROPERTY LINE, WHY THE
 DISCREPANCY?
  
  
 4A) 3RD REQUEST. SHEET A-2.0 SHOWS ON THE WEST OF THE
 BUILDING BETWEEN 8 TO 9 FEET FROM THE PROPERTY LINE,
 THE WEST WALL 5 TO 6 FEET FROM THE PROPERTY LINE. THE
 2020 FBC-BUILDING CODE TABLE 602 FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON DISTANCE &
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION. PLEASE PROVIDE THE % OF OPENINGS VERSES
 WALL AREA. NOTE THE WEST WALL IS NOT SHOWN ON SHEET
 A-3.0 ELEVATIONS.
  
 4B) 2ND REQUEST. SHEET A-2.0 SHOWS A NEW
 SWING-BREAK-AWAY WINDOW PLEASE PROVIDE THE PRODUCT
 APPROVAL FOR THIS TYPE WINDOW WITH LARGE MISSILE IMPACT
 RESISTANCE TESTING. 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.
  
 5) 3RD REQUEST. SHEET A-2.0 PLEASE SHOW FOR THE
 PROPOSED BEDROOM NUMBER THREE THE NEW LOCATION FOR THE
 EGRESS WINDOW IN ACCORDANCE WITH 2020 FBC-BUILDING CODE
 1030.2 & 1030.3.
  
 6A) 3RD REQUEST. SHEET A-2.0 PLEASE PROVIDE OCCUPANCY
 CLASSIFICATION FOR THE PROPOSED 3 BEDROOMS? 2020
 FBC-BUILDING CODE 310.3 R-1, 310.4 R-2, 310.5 R-3 OR
 310.6 R-4.
  
 6B) 3RD REQUEST. DEPENDING ON OCCUPANCY TYPE THERE
 MAYBE REQUIREMENTS FOR ACCESSIBILITY. ADDITIONAL
 INFORMATION IS REQUIRED. 107.2.1.
  
 7A) 3RD REQUEST. SHEET A-2.0 THE PROPOSED 3-BEDROOM
 SHOW COMPLIANCE WITH SECTION 420.4 SEPARATION WALLS
 (RESIDENTIAL/ MERCANTILE) AND THE REQUIREMENTS FOUND IN
 708.4. SHOW FOR BLOCK OR FOR WOOD BEARING WALL, THIS
 WALL IT WOULD APPEAR IS BLOCK. PLEASE NOTE THE COMMON
 8X8X16 INCH CONCRETE BLOCK DOES NOT CARRY A 2-HOUR FIRE
 RATING, APPROXIMATELY A 1-HR RATING. TABLE 722.3.2
 PROVIDES THE MINIMUM EQUIVALENT THICKNESS OF BLOCK AND
 FOR THE TYPE OF AGGREGATE USED.
  
 7B) 3RD REQUEST. PROVIDE THE UL OR GYPSUM ASSOCIATION
 LISTING NUMBER FOR THE FIRE PARTITION SEE 708.3 FIRE
 RESISTANCE RATING.
  
 8A)2ND REQUEST. SHEET A-2.0 FLOOR PLAN THE EXISTING
 FRONT PORCH AT 3-BEDROOM UNIT INDICATES NEW GWB (GYPSUM
 WALL BOARD) BUILDOUT OVER EXISTING STRUCTURAL COLUMN.
 GYPSUM WALL BOARD IS USED FOR INTERIOR WALLS AND
 CEILINGS. GYPSUM SHEATHING IS FOR EXTERIOR USE WITH A
 STUCCO OR SIMILAR FINISH PRODUCT. PLEASE ALSO PROVIDE
 THE FRAMING SINCE THIS IS AN EXTERIOR ELEMENT, 170 VULT
 WIND SPEED.
  
 8B) 3RD REQUEST. PROVIDE COMPLIANCE WITH FBC-BUILDING
 SECTION 420.6 FIRE & SMOKE ALARMS.
  
 9) COMPLIED.
  
 10) 3RD REQUEST. SHEET LIFE SAFETY PLAN WHAT APPEARS TO
 BE A LIVE/ WORK UNIT (BEDROOM 2) THAT WILL NEED SHOW
 COMPLIANCE WITH THE 2020 FBC-BUILDING CODE SECTION 419.
 SHEET A-2.0 SHOWS A 2ND OFFICE, DISCREPANCY IN PLANS.
 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.
  
 10A) 3RD REQUEST. SHOW AREA LIMITATIONS IN ACCORDANCE
 WITH 419.1.1 LIMITATIONS. 410.1.1.2 THE NONRESIDENTIAL
 AREA IS PERMITTED TO BE NOT MORE THAN 50 PER CENT OF
 THE AREA OF EACH LIVE WORK UNIT.
 10A) (1) LIVE WORK LOFT. 419.9 LIVE WORK LOFT,
 PLUMBING. WHERE THE NONRESIDENTIAL AREA OF THE LIVE/
 WORK LOFT UNIT IS REQUIRED TO BE ACCESSIBLE (BATHROOM)
 BY THE FLORIDA BUILDING CODE, ACCESSIBILITY, THE
 PLUMBING FIXTURES SPECIFIED BY THE CHAPTER 29 SHALL BE
 ACCESSIBLE.
 10A)(2) LIVE/ WORK LOFT. 419.5 FIRE ALARM, FIRE
 PROTECTION.
  
 10A)(3) LIVE / WORK LOFT, 419.2. OCCUPANCIES. LIVE/
 WORK LOFTS ARE CONSIDERED A R2 OCCUPANCY AND NEED TO
 MEET THE OCCUPANCY SEPARATION REQUIREMENTS FOUND IN
 420.
 10A)(4) IF THIS UNIT IS TO BE CONSIDERED A LIVE / WORK
 LOFT THEN COMPLIANCE WITH THE 2020 FBC-BUILDING SECTION
 1030.1- 1030.5.1. ARE REQUIRED.
  
 10B) 3RD REQUEST. THE FLOOR PLAN SHOWS 3 EGRESSES TO
 THE COMMERCIAL AREA ACCESSIBLE BY THE PUBLIC. AT LEAST
 ONE ENTRANCE NEEDS TO BE A ACCESSIBLE ENTRANCE LEVEL
 WITH THE EXTERIOR OF THE BUILDING. 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.
 NEW BUILDINGS ONLY, SEE EXCEPTIONS IN EXISTING
 BUILDINGS.
  
 10C) 3RD REQUEST. THE FLOOR PLAN SHOWS A POWDER ROOM
 WITH A LAV AND WATER CLOSET, DOES NOT MEET SECTION
 CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE.
 CLEARANCES AROUND THE WATER CLOSETS AND IN TOILET
 COMPARTMENTS SHALL COMPLY WITH 604.3. THE FLOOR PLAN
 SHOWS THE WIDTH OF THE RESTROOM AS 6 FEET 3 INCHES,
 MINIMUM WIDTH FINISH WALL IS 7 FEET 1 INCH.
 2ND REQUEST. 604.3.1. SIZE. CLEARANCE AROUND A WATER
 CLOSET SHALL BE 60 INCHES MINIMUM MEASURED
 PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM
 PERPENDICULAR FROM THE REAR WALL.
  
 10D) COMPLIED.
  
 10E) 3RD REQUEST. 2020 FBC-B 1210.2.2. WALLS &
 PARTITIONS. THIS COMMENT IS A RESULT OF THE BUILDING
 OFFICIAL INTERPRETATION ON 06/2020. IN BATHROOMS,
 RESTROOMS & SERVICE SINK AREAS EPOXY PAINT IS NO LONGER
 CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE.
 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE
 SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS
 THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL
 ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A
 TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 10F) 3RD REQUEST. THE FLOOR PLAN FOR THE LIVE/ WORK
 UNIT NEEDS TO SHOW COMPLIANCE WITH 420 FIRE & SMOKE
 ALARMS.
  
 10G) 3RD REQUEST. A-2. THE COVERSHEET LIST A WORK LIVE
 LOFT BUT THERE IS NO RESIDENTIAL ELEMENT IN THE
 MERCANTILE AREA LISTED AS OFFICE OR BUSINESS OCCUPANCY.
 2ND REQUEST. SHEET A-2.0 THE LIVE/ WORK UNIT BEDROOM #
 2 DOES NOT HAVE AT LEAST ONE EMERGENCY ESCAPE AND
 RESCUE OPENING, 2020 FBC-BUILDING SECTION 1030.1 &
 1030.2.
  
 11) 3RD REQUEST. ARIEL VIEW OF THE PROPERTY SHOWS IN
 THE MIDDLE OF THE RETAIL AREA WHAT APPEARS A BEARING
 WALL ABOVE THE ROOF LINE PARALLEL WITH STATE ST. THERE
 IS NO MENTION OF WHERE THIS WALL IS IN THE FLOOR PLAN,
 ALREADY REMODELED? 107.2.1. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 12) 3RD REQUEST SHEETS A-3.0 & A-4.0 BOTH SHOW EXTERIOR
 ELEVATIONS AND NEW EXTERIOR OPENINGS, WINDOWS AND
 DOORS. THERE IS NO WIND DESIGN CRITERIA. 2020 FBC-B
 1603.1.4 WIND DESIGN CRITERIA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 12.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 12.2. RISK CATEGORY.
  
 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 12.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 12.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 13) . 3RD REQUEST. 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
 (B) WINDOWS
  
 14) 3RD REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING (SHOP DRAWING STAMP OF APPROVAL) BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 15A) 2ND REQUEST. NOT ADDRESSED. SHEET A-3.0 ELEVATIONS
 SHOWS THE NORTH ELEVATION TO THE LEFT OF THE BUILDING
 PEOPLE ARE WALKING ON THE PUBLIC SIDEWALK ELEVATION 0
 INCHES-0 FEET. THE NEW DOORS IN THE EXISTING OPENINGS
 SHOW A DOOR STOOP APPROXIMATELY 4 INCHES IN HEIGHT NONE
 OF THE DOORWAYS INTO ANY OF THE OFFICES OR LIVE/ WORK
 LOFT ARE ACCESSIBLE. GOOGLE MAPS SHOW THE DOORWAYS
 ELEVATED APPROXIMATELY 4 INCHES ABOVE THE SIDEWALK.
 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). 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.
  
 15B) 2ND REQUEST. 2020 ACCESS. CODE 404.2.3. CLEAR
 WIDTH & SIZE OF DOORS, 2020 FBC-B 1010.1.1. WHERE THIS
 SECTION REQUIRES A MINIMUM CLEAR WIDTH OF 32- INCHES OR
 A 34-INCH DOOR MINIMUM. 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.
  
 15C) 2ND REQUEST. SHEET A-2.0 DOOR E102 & DOOR E103
 SWING OUT OVER THE PROPERTY LINE. SEE THE 2020
 FBC-BUILDING CODE SECTION 3202.2 DOORS SHALL NOT OPEN
 OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 16) 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.
  
  
 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 2 Status F Date 2023-01-17 Cont ID  
Sent By jwitmer Date 2023-01-17 Time 14:57 Rev Time 0.00
Received By jwitmer Date 2023-01-17 Time 11:26 Sent To  
Notes
2023-01-17 14:58:54WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22061262
 ADD: 1911 N TAMARIND AVE
 CONT: BELACRIS CONSTRUCTION
 TEL: 305-244-0277
 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. JAN. 17TH/ 2023
 ACTION: DENIED
  
 1) 2ND REVIEW. SEE ADDRESSING COMMENT, NOT ADDRESSED.
 PLEASE ADDRESS THE ADDRESSING CONCERNS BEING THIS
 PROPERTY IS A CORNER PROPERTY WITH MULTIPLE PROPOSED
 TENANTS AND USES. 2020 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED
  
 2) COMPLIED. NEW COMMENT. SHEET A-1.0 CONSTRUCTION TYPE
 IS STATED AS CONSTRUCTION TYPEIIIA.THE PLAN STATES THE
 COMBUSTIBLE MATERIALS HAS BEEN TREATED TO HAVE AT LEAST
 1 HOUR RATING. WITHOUT HAVING THE SPECIFICATION FOR THE
 FIRE RATING PRODUCT AND AT WHAT RATE PER GALLON OR RATE
 OF 100 SQ. FT. THE PRODUCT IS TO BE APPLIED, AND THE
 FIRE RESISTANT PRODUCT NOT BEING APPLIED IN THE
 PRESENCES OF THE FIRE DEPARTMENT AND BUILDING
 DEPARTMENT, THIS WILL NEED TO BE COMPLETED UNDER THIS
 PERMIT IN THE PRESENCE OF THE INSPECTORS. PLEASE NOTE
 TABLE 601 ROOF CONSTRUCTION REQUIRES ALL PLYWOOD ROOF
 SHEATHING AND TRUSSES WILL REQUIRE THE FIRE RESISTANCE
 TREATMENT SINCE THE CONSTRUCTION TYPE IS LISTED IIIA.
 PLEASE IDENTIFY IF THE ROOF FRAMING IS TRUSSES OR HAND
 FRAMED ROOF JOIST WHERE BEARING WALLS WILL ALSO BE A
 CONCERN, TABLE 602 ALSO REQUIRES 1 HOUR FIRE RESISTANCE
 RATING FOR BEARING WALLS. PLEASE NOTE THE NEW EXTERIOR
 WALLS WILL REQUIRE A 2 HOUR FIRE RATING AS SHOWN IN
 THELIFE SAFETY PLAN. PLEASE NOTE THE COMMON 8X8X16 INCH
 CONCRETE BLOCK DOES NOT CARRY A 2 HOUR FIRE RATING,
 APPROXIMAETLY A 1 ?? HR RATING. TABLE 722.3.2 PROVIDES
 THE MINIMUM EQUIVALENT THICKNESS OF BLOCK AND FOR THE
 TYPE OF AGGREGATE USED.
  
 3) SEMI-COMPLIED. SHEET A-1.0 LIST THE DIFFERENT TYPE
 OF OCCUPANCIES, GROUP R3, GROUP R-1 TRANSIENT, AND
 MERCANTILE OCCUPANCY. THE FLOOR PLAN A-2.0 DOES NOT
 INDICATE WHICH AREAS ARE COSIDERED R3 AND R1 TRANSIENT.
 PLEASE REVIEW SECTION 310.5 RESIDENTIAL GROUP R-3.
 BOARDING HOUSES TRANSIENT WITH 10 OR FEWER OCCUPANTS.
 1ST ROUND OF COMMENTS. THERE IS NO EXISTING FLOOR PLAN
 SHEET A-2.0 SHOWS THE PROPOSED FLOOR PLAN WITH THE
 PROPOSED BEDROOMS 3 & 4 WHAT WERE THESE AREAS
 PREVIOUSLY USED AS? WITH THE NEW PROPOSED USE, THE
 PROPERTY LINE IS LISTED AS 2FEET 2 INCHES. THE 2020
 FBC-BUILDING CODE TABLE 602 FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON DISTANCE &
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION. THIS SAME WALL THE SURVEY SHOWS
 APPROXIMATELY 9 FEET FROM THE PROPERTY LINE, WHY THE
 DISCREPANCY?
  
  
 4A) 2ND REQUEST. SHEET A-2.0 SHOWS ON THE WEST OF THE
 BUILDING BETWEEN 8 TO 9 FEET FROM THE PROPERTY LINE,
 THE WEST WALL 5 TO 6 FEET FROM THE PROPERTY LINE. THE
 2020 FBC-BUILDING CODE TABLE 602 FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON DISTANCE &
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION. PLEASE PROVIDE THE % OF OPENINGS VERSES
 WALL AREA. NOTE THE WEST WALL IS NOT SHOWN ON SHEET
 A-3.0 ELEVATIONS.
  
 4B) SHEET A-2.0 SHOWS A NEW SWING BREAK AWAY WINDOW
 PLEASE PROVIDE THE PRODUCT APPROVAL FOR THIS TYPE
 WINDOW WITH LARGE MISSILE IMPACT RESISTANCE ESTING.
 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.
  
 5) 2ND REQUEST. SHEET A-2.0 PLEASE SHOW FOR THE
 PROPOSED BEDROOM NUMBER THREE THE NEW LOCATION FOR THE
 EGRESS WINDOW IN ACCORDANCE WITH 2020 FBC-BUILDING CODE
 1030.2 & 1030.3.
  
 6A) 2ND REQUEST. SHEET A-2.0 PLEASE PROVIDE OCCUPANCY
 CLASSIFICATION FOR THE PROPOSED 3 BEDROOMS? 2020
 FBC-BUILDING CODE 310.3 R-1, 310.4 R-2, 310.5 R-3 OR
 310.6 R-4.
  
 6B) 2ND REQUEST. DEPENDING ON OCCUPANCY TYPE THERE
 MAYBE REQUIREMENTS FOR ACCESSIBILITY. ADDITIONAL
 INFORMATION IS REQUIRED. 107.2.1.
  
 7A) 2ND REQUEST. SHEET A-2.0 THE PROPOSED 3 BEDROOM
 SHOW COMPLIANCE WITH SECTION 420.4 SEPARATION WALLS
 (RESIDENTIAL/ MERCANTILE) AND THE REQUIREMENTS FOUND IN
 708.4. SHOW FOR BLOCK OR FOR WOOD BEARING WALL, THIS
 WALL IT WOULD APPEAR IS BLOCK. PLEASE NOTE THE COMMON
 8X8X16 INCH CONCRETE BLOCK DOES NOT CARRY A 2 HOUR FIRE
 RATING, APPROXIMAETLY A 1 ?? HR RATING. TABLE 722.3.2
 PROVIDES THE MINIMUM EQUIVALENT THICKNESS OF BLOCK AND
 FOR THE TYPE OF AGGREGATE USED.
 7B) PROVIDE THE UL OR GYPSUM ASSOCIATION LISTING NUMBER
 FOR THE FIRE PARTITION SEE 708.3 FIRE RESISTANCE
 RATING.
  
 8A) SHEET A-2.0 FLOOR PLAN THE EXISTING FRONT PORCH AT
 4-BEDROOM UNIT INDICATES NEW GWB (GYPSUM WALL BOARD)
 BUILDOUT OVER EXISTING STRUCTURAL COLUMN. GYPSUM WALL
 BOARD IS USED FOR INTERIOR WALLS AND CEILINGS. GYPSUM
 SHEATHING IS FOR EXTERIOR USE WITH A STUCCO OR SIMILAR
 FINISH PRODUCT. PLEASE ALSO PROVIDE THE FRAMING SINCE
 THIS IS AN EXTERIOR ELEMENT, 170 VULT WIND SPEED.
  
 8B) 2ND REQUEST. PROVIDE COMPLIANCE WITH FBC-BUILDING
 SECTION 420.6 FIRE & SMOKE ALARMS.
  
 9) COMPLIED.
  
 10) SHEET LIFE SAFETY PLAN WHAT APPEARS TO BE A LIVE/
 WORK UNIT (BEDROOM 2) THAT WILL NEED SHOW COMPLIANCE
 WITH THE 2020 FBC-BUILDING CODE SECTION 419. SHEET
 A-2.0 SHOWS A 2ND OFFICE, DISCREPANCY IN PLANS. 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.
  
 10A) 2ND REQUEST. SHOW AREA LIMITATIONS IN ACCORDANCE
 WITH 419.1.1 LIMITATIONS. 410.1.1.2 THE NONRESIDENTIAL
 AREAIS PERMITED TO BE NOT MORE THAN 50 PER CENT OF
 THEAREA OF EACH LIVE WORK UNIT.
 10A) (1) LIVE WORK LOFT. 419.9 LIVE WORK LOFT,
 PLUMBING. WHERE THE NONRESIDENTIAL AREA OF THE LIVE/
 WORK LOFT UNIT IS REQUIRED TO BE ACCESIBLE (BATHROOM)
 BY THE FLORIDA BUILDING CODE, ACCESSIBLITY, THE
 PLUMBING FIXTURES SPECIFED BBY THE CHAPTER 29 SHALL BE
 ACCESSIBLE.
 10A)(2) LIVE/ WORK LOFT. 419.5 FIRE ALARM, FIRE
 PROTECTION.
  
 10A)(3) LIVE / WORK LOFT, 419.2. OCCUPANCIES. LIVE/
 WORK LOFTS ARE CONSIDERED A R2 OCCUPANCY AND NEED TO
 MEET THE OCCUPANCY SEPARATION REQUIREMENTS FOUND IN
 420.
 10A)(4) IF THIS UNIT IS TO BE CONSIDERED A LIVE / WORK
 LOFT THEN COMPLIANCE WITH THE 2020 FBC-BUILDING SECTION
 1030.1- 1030.5.1. ARE REQUIRED.
  
 10B) 2ND REQUEST. THE FLOOR PLAN SHOWS 3 EGRESSES TO
 THE COMMERCIAL AREA ACCESSIBLE BY THE PUBLIC. AT LEAST
 ONE ENTRANCE NEEDS TO BE A ACCESSIBLE ENTRANCE LEVEL
 WITH THE EXTERIOR OF THE BUILDING. 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.
 NEW BUILDINGS ONLY, SEE EXCEPTIONS IN EXISTING
 BUILDINGS.
  
 10C) 2ND REQUEST. THE FLOOR PLAN SHOWS A POWDER ROOM
 WITH A LAV AND WATER CLOSET, DOES NOT MEET SECTION
 CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE.
 CLEARANCES AROUND THE WATER CLOSETS AND IN TOILET
 COMPARTMENTS SHALL COMPLY WITH 604.3. THE FLOOR PLAN
 SHOWS THE WIDTH OF THE RESTROOM AS 6 FEET 3 INCHES,
 MINIMUM WIDTH FINISH WALL IS 7 FEET 1 INCH.
 2ND REQUEST. 604.3.1. SIZE. CLEARANCE AROUND A WATER
 CLOSET SHALL BE 60 INCHES MINIMUM MEASURED
 PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM
 PERPENDICULAR FROM THE REAR WALL.
  
 10D) COMPLIED.
  
 10E) 2ND REQUEST. 2020 FBC-B 1210.2.2. WALLS &
 PARTITIONS. THIS COMMENT IS A RESULT OF THE BUILDING
 OFFICIAL INTERPRETATION ON 06/2020. IN BATHROOMS,
 RESTROOMS & SERVICE SINK AREAS EPOXY PAINT IS NO LONGER
 CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE.
 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE
 SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS
 THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL
 ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A
 TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 10F) 2ND REQUEST. THE FLOOR PLAN FOR THE LIVE/ WORK
 UNIT NEEDS TO SHOW COMPLIANCE WITH 420 FIRE & SMOKE
 ALARMS.
  
 10G) 2ND REQUEST. SHEET A-2.0 THE LIVE/ WORK UNIT
 BEDROOM # 2 DOES NOT HAVE AT LEAST ONE EMERGENCY ESCAPE
 AND RESCUE OPENING, 2020 FBC-BUILDING SECTION 1030.1 &
 1030.2.
  
 11) 2ND REQUEST. ARIEL VIEW OF THE PROPERTY SHOWS IN
 THE MIDDLE OF THE LIVE WORK UNIT WHAT APPEARS A BEARING
 WALL ABOVE THE ROOF LINE PARALLEL WITH STATE ST. THERE
 IS NO MENTION OF WHERE THIS WALL IS IN THE FLOOR PLAN,
 ALREADY REMODELED? 107.2.1. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 12) 2ND REQUEST SHEETS A-3.0 & A-4.0 BOTH SHOW EXTERIOR
 ELEVATIONS AND NEW EXTERIOR OPENINGS, WINDOWS AND
 DOORS. THERE IS NO WIND DESIGN CRITERIA. 2020 FBC-B
 1603.1.4 WIND DESIGN CRITERIA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 12.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 12.2. RISK CATEGORY.
  
 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 12.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 12.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 13) . 2ND REQUEST. 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
 (B) WINDOWS
  
 14) 2ND REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING (SHOP DRAWING STAMP OF APPROVAL) BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 15A) NEW COMMENT. SHEET A-3.0 ELEVATIONS SHOWS THE
 NORTH ELEVATION TO THE LEFT OF THE BUILDING PEOPLE ARE
 WALKIN ON THE PUBLIC SIDEWALK ELEVATION 0???-0???. THE
 NEWDOORS IN HE EXISTING OPENINGS SHOW A DOOR STOOP
 APPROXIMATELY 4 INCHES IN HEIGHT NONE OF THE DOORWAYS
 INTO ANY OF THE OFFICES OR LIVE/ WORK LOFT ARE
 ACCESSIBLE. GOOGLE MAPS SHOW THE DOORWAYS ELEVATED
 APPROXIMATELY 4 INCHES ABOVE THE SIDEWALK. 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). 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.
  
 15B) NEW COMMENT. 2020 ACCESS. CODE 404.2.3. CLEAR
 WIDTH & SIZE OF DOORS, 2020 FBC-B 1010.1.1. WHERE THIS
 SECTION REQUIRES A MINIMUM CLEAR WIDTH OF 32 INCHES OR
 A 34 INCH DOOR MINIMUM. 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.
  
 15C) NEW COMMENT. SHEET A-2.0 DOOR E102 & DOOR E103
 SWING OUT OVER THE PROPERTY LINE. SEE THE 2020
 FBC-BUILDING CODE SECTION 3202.2 DOORS SHALL NOT OPEN
 OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 16) 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.
  
  
 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 2022-11-14 Cont ID  
Sent By jwitmer Date 2022-11-14 Time 13:26 Rev Time 0.00
Received By jwitmer Date 2022-11-14 Time 10:19 Sent To  
Notes
2022-11-14 13:26:09WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22061262
 ADD: 1911 N TAMARIND AVE
 CONT: BELACRIS CONSTRUCTION
 TEL: 305-244-0277
 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: MON. NOV. 14TH/ 2022
 ACTION: DENIED
  
 1) PLEASE ADDRESS THE ADDRESSING CONCERNS BEING THIS
 PROPERTY IS A CORNER PROPERTY WITH MULTIPLE PROPOSED
 TENANTS AND USES. 2020 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED
 2) PLEASE REVIEW THE SUBMITTED (UPLOADED) PLAN AND
 LABELING. EXAMPLE THE UPLOADED LIFE SAFETY PLAN IS
 ACTUALLY THE M1-0 PLAN. THE E-1.0 IS ACTUALLY
 ELEVATIONS. . A-3.0 IS LABELED THE ELEVATIONS BUT IS
 ACTUALLY E-1.0, ETC???
 DISCREPANCY IN PLANS. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE
 OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED.
  
 3) THERE IS NO EXISTING FLOOR PLAN SHEET A-2.0 SHOWS
 THE PROPOSED FLOOR PLAN WITH THE PROPOSED BEDROOMS 3 &
 4 WHAT WERE THESE AREAS PREVIOUSLY USED AS? WITH THE
 NEW PROPOSED USE, THE PROPERTY LINE IS LISTED AS 2FEET
 2 INCHES. THE 2020 FBC-BUILDING CODE TABLE 602
 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS
 BASED ON DISTANCE & TABLE 705.8 MAXIMUM AREA OF
 EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION
 DISTANCE AND DEGREE OF OPENING PROTECTION. THIS SAME
 WALL THE SURVEY SHOWS APPROXIMATELY 9 FEET FROM THE
 PROPERTY LINE, WHY THE DISCREPANCY?
  
 4) SHEET A-2.0 SHOWS ON THE BACK OF THE BUILDING NINE
 FEET EIGHT INCHES TO THE PROPERTY LINE WHEREAS THE
 SURVEY INDICATES 5.4 FEET AND 5.2 FEET. THE 2020
 FBC-BUILDING CODE TABLE 602 FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON DISTANCE &
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION. THIS SAME WALL THE SURVEY SHOWS
 APPROXIMATELY 9 FEET FROM THE PROPERTY LINE, WHY THE
 DISCREPANCY?
  
 5) SHEET A-2.0 PLEASE SHOW FOR THE PROPOSED BEDROOM
 NUMBER THREE THE NEW LOCATION FOR THE EGRESS WINDOW IN
 ACCORDANCE WITH 2020 FBC-BUILDING CODE 1030.2 & 1030.3.
  
 6A) SHEET A-2.0 PLEASE PROVIDE OCCUPANCY CLASSIFICATION
 FOR THE PROPOSED 4 BEDROOM AND STUDIO APARTMENT? 2020
 FBC-BUILDING CODE 310.4 R-2, 310.5 R-3 OR 310.6 R-4.
  
 6B) DEPENDING ON OCCUPANCY TYPE THERE MAYBE
 REQUIREMENTS FOR ACCESSIBILITY. ADDITIONAL INFORMATION
 IS REQUIRED. 107.2.1.
  
 7A) SHEET A-2.0 THE PROPOSED 4 BEDROOM NOR THE PROPOSED
 STUDIO APARTMENT SHOW COMPLIANCE WITH SECTION 420.4
 SEPARATION WALLS AND THE REQUIREMENTS FOUND IN 708.4.
 7B) PROVIDE THE UL OR GYPSUM ASSOCIATION LISTING NUMBER
 FOR THE FIRE PARTITION SEE 708.3 FIRE RESISTANCE
 RATING.
  
 8A) SHEET A-2.0 FLOOR PLAN THE EXISTING FRONT PORCH AT
 4-BEDROOM UNIT INDICATES NEW GWB (GYPSUM WALL BOARD)
 BUILDOUT OVER EXISTING STRUCTURAL COLUMN. GYPSUM WALL
 BOARD IS USED FOR INTERIOR WALLS AND CEILINGS. GYPSUM
 SHEATHING IS FOR EXTERIOR USE WITH A STUCCO OR SIMILAR
 FINISH PRODUCT. PLEASE ALSO PROVIDE THE FRAMING SINCE
 THIS IS AN EXTERIOR ELEMENT, 170 VULT WIND SPEED.
  
 8B) PROVIDE COMPLIANCE WITH FBC-BUILDING SECTION 420.6
 FIRE & SMOKE ALARMS.
  
 9) SHEET A-2.0 DETAIL # 4 & 5 SHOW A WALL SECTION BUT
 THE SECTION INDICATES #5 REBAR DOWELED INTO THE
 FOUNDATION, THIS SECTION DOES NOT PROVIDE A BEAM AT THE
 TOP TO DOWEL INTO OR IF A NEW BEAM IS TO BE REQUIRED,
 PART OF THE MAIN WIND FORCE RESISTING SYSTEM (MWFRS).
 THE SAME HOLDS TRUE WITH WALL DETAIL # 5. 107.2.1.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 10) SHEET A-2.0 WHAT APPEARS TO BE A LIVE/ WORK UNIT
 THAT WILL NEED SHOW COMPLIANCE WITH THE 2020
 FBC-BUILDING CODE SECTION 419.
  
 10A) SHOW AREA LIMITATIONS IN ACCORDANCE WITH 419.1.1
 LIMITATIONS.
  
 10B) THE FLOOR PLAN SHOWS 2 EGRESSES TO THE COMMERCIAL
 AREA ACCESSIBLE BY THE PUBLIC. AT LEAST ONE ENTRANCE
 NEEDS TO BE A ACCESSIBLE ENTRANCE LEVEL WITH THE
 EXTERIOR OF THE BUILDING. 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.
 NEW BUILDINGS ONLY, SEE EXCEPTIONS IN EXISTING
 BUILDINGS.
  
 10C) THE FLOOR PLAN SHOWS A POWDER ROOM WITH A LAV AND
 WATER CLOSET, DOES NOT MEET SECTION CLEARANCES AT WATER
 CLOSETS. 604.3 CLEARANCE. CLEARANCES AROUND THE WATER
 CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY WITH
 604.3.
 604.3.1. SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE
 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR
 WALL.
  
 10D) PLEASE PROVIDE WALL ELEVATIONS FOR THE POWDER ROOM
 FOR ALL OF THE GRAB BAR REQUIREMENTS, PAPER HOLDER, LAV
 AND MIRROR. SEE CHAPTER 6 OF THE 2020 ACCESSIBILITY
 CODE.
  
 10E) 2020 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS
 COMMENT IS A RESULT OF THE BUILDING OFFICIAL
 INTERPRETATION ON 06/2020. IN BATHROOMS, RESTROOMS &
 SERVICE SINK AREAS EPOXY PAINT IS NO LONGER CONSIDERED
 A SMOOTH HARD, NON-ABSORBENT SURFACE. 1210.2.2 WALLS &
 PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND
 WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT
 SURFACE TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE
 FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIAL
 USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT
 ADVERSELY AFFECTED BY MOISTURE.
  
 10F) THE FLOOR PLAN FOR THE LIVE/ WORK UNIT NEEDS TO
 SHOW COMPLIANCE WITH 420 FIRE & SMOKE ALARMS.
  
 10G) SHEET A-2.0 THE LIVE/ WORK UNIT BEDROOM # 2 DOES
 NOT HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE
 OPENING, 2020 FBC-BUILDING SECTION 1030.1 & 1030.2.
  
 11) ARIEL VIEW OF THE PROPERTY SHOWS IN THE MIDDLE OF
 THE LIVE WORK UNIT WHAT APPEARS A BEARING WALL ABOVE
 THE ROOF LINE PARALLEL WITH STATE ST. THERE IS NO
 MENTION OF WHERE THIS WALL IS IN THE FLOOR PLAN,
 ALREADY REMODELED? 107.2.1. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 12) SHEETS A-3.0 & A-4.0 BOTH SHOW EXTERIOR ELEVATIONS
 AND NEW EXTERIOR OPENINGS, WINDOWS AND DOORS. THERE IS
 NO WIND DESIGN CRITERIA. 2020 FBC-B 1603.1.4 WIND
 DESIGN CRITERIA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 12.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 12.2. RISK CATEGORY.
  
 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 12.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 12.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 13) . 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
 (B) WINDOWS
  
 14) 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.
  
 15) 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.
  
  
 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 5 Status P Date 2023-07-21 Cont ID  
Sent By jleahy Date 2023-07-21 Time 15:24 Rev Time 0.00
Received By jleahy Date 2023-07-21 Time 15:13 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 4 Status P Date 2023-05-25 Cont ID  
Sent By jleahy Date 2023-05-25 Time 07:40 Rev Time 0.00
Received By jleahy Date 2023-05-24 Time 15:35 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2023-03-13 Cont ID  
Sent By fgiaquin Date 2023-03-13 Time 20:42 Rev Time 0.00
Received By fgiaquin Date 2023-03-09 Time 22:00 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2023-01-26 Cont ID  
Sent By jleahy Date 2023-01-26 Time 08:59 Rev Time 0.00
Received By jleahy Date 2023-01-26 Time 08:22 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-09-14 Cont ID  
Sent By fgiaquin Date 2022-09-14 Time 23:33 Rev Time 0.00
Received By fgiaquin Date 2022-09-14 Time 23:22 Sent To  
Notes
2022-09-14 23:33:36PROVIDE ELECTRICAL PLAN FOR REVIEW CLEARLY PROPOSING
 NEW WORK. E DRAWING SUBMITTED IS NOT AN ELECTRICAL
 DRAWING.

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 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 14:29 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2023-05-16 Cont ID  
Sent By pleduc Date 2023-05-16 Time   Rev Time 0.00
Received By pleduc Date 2023-05-16 Time 12:01 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2023-07-21 Cont ID  
Sent By jleahy Date 2023-07-21 Time 15:28 Rev Time 0.00
Received By jleahy Date 2023-07-06 Time 13:44 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-06-06 Cont ID  
Sent By jwitmer Date 2023-06-06 Time 16:22 Rev Time 0.00
Received By jwitmer Date 2023-05-15 Time 09:10 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-03-20 Cont ID  
Sent By jwitmer Date 2023-03-20 Time 07:35 Rev Time 0.00
Received By jwitmer Date 2023-02-27 Time 08:33 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-02-23 Cont ID  
Sent By rwbrown Date 2023-02-23 Time 09:46 Rev Time 0.00
Received By rwbrown Date 2023-02-23 Time 09:46 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-01-26 Cont ID  
Sent By jleahy Date 2023-01-26 Time 11:24 Rev Time 0.00
Received By jleahy Date 2023-01-13 Time 16:13 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-11-15 Cont ID  
Sent By lmarchan Date 2022-11-15 Time 07:42 Rev Time 0.00
Received By lmarchan Date 2022-08-25 Time 05:25 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2023-01-17 Cont ID  
Sent By jwitmer Date 2023-01-17 Time 15:00 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2023-01-17 15:00:22IMPACT FEES - DIGITAL SUBMITTALS:
  
 INCLOSING OF CARPORT, INCREASING LIVING SPACE.
 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 2022-11-14 Cont ID  
Sent By jwitmer Date 2022-11-14 Time 13:24 Rev Time 0.00
Received By jwitmer Date 2022-11-14 Time 10:19 Sent To  
Notes
2022-11-14 13:24:53IMPACT 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 M MECHANICAL (A/C)
Rev No 5 Status F Date 2023-07-21 Cont ID  
Sent By pvalenti Date 2023-07-21 Time 09:04 Rev Time 0.00
Received By pvalenti Date 2023-07-21 Time 07:45 Sent To  
Notes
2023-07-21 09:50:56PETER E VALENTI
 BUILDING/MECHANICAL PLANS EXAMINER II/INSPECTOR
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 5TH MECHANICAL REVIEW DENIED:
  
  
 1) PROVIDE HEAT LOAD CALCULATIONS FOR EACH UNIT FLORIDA
 ENERGY COCE 2020
  
 2) PROVIDE ENERGY CALCULATIONS FOR EACH UNIT C402.1
 FLORIDA ENERGY CODE
 2020
  
 4) THE PLAN SHEET M-1 NEEDS TO BE REVISED AS THE
 MINI-SPLIT LAYOUT IS NOT CLEAR:
 A.) THE LABELING OF EACH OF THE AIR HANDLINGS UNIT &
 CONDENSING UNITISS ARE THE SAME (AHU-1) & (CU-1). THESE
 NEED TO BE LOCATION SPECIFIC TO EACH AIR HANDLING UNIT
 AND EACH CONDENSING UNIT WITH THEIR OWN PLAN MARK.
 B.) THE TONNAGE INFORMATION FOR EACH CONDENSING UNIT AS
 INDICATED ON THE LAYOUT PLAN DOES NOT MATCH WITH THE
 INFORMATION ON THE SCHEDULE OF UNITS.
 C.) THE LINES ON THE LAYOUT SHEET THAT APPEAR TO
 REPRESENT REFRIGERANT AND CONDENSATE LINES NEED TO BE
 LABELED AND SOME OF THESE LINES ARE NOT CLEAR AS TO
 THEIR DESTINATIONS SUCH AS THE LINES FOR #1004 COVERED
 CONCRETE AREA. IT APPEARS THAT THE LINES FROM THE AHU
 LOCATED AT THE GAME ROOM CONNECTS WITHTHE 2-TON
 CONDENSING UNIT OUTSIDE OF #1004 BEDROOM #2 NOT THE
 CONDENSING UNIT NEAR THE GAME ROOM.
 D.) THE PLAN NEEDS TO SHOW THE LOCATION OF REFRIGERANT
 AND CONDENSATE LINES (ABOVE CEILING, WITHIN SOFFITS,
 BELOW SLAB ?) WITHIN THE INTERIOR OF STRUCTURES.
  

Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2023-06-06 Cont ID  
Sent By hmoser Date 2023-06-06 Time 10:53 Rev Time 0.00
Received By hmoser Date 2023-06-05 Time 17:43 Sent To  
Notes
2023-06-06 10:53:13PLAN DENIED
 COMMENTS WERE NOT ANSWERED ON THE LAST THREE REVIEWS
 FOR MECHANICAL.
 1) PROVIDE HEAT LOAD CALCULATIONS FOR EACH UNIT FLORIDA
 ENERGY COCE 2020
 2) PROVIDE ENERGY CALCULATIONS FOR EACH UNIT C402.1
 FLORIDA ENERGY CODE
 2020
 3) PROVIDE FRESH AIR CALCULATIONS FOR EACH UNIT 2020
 FBC (M) 401
 4) THE PLAN SHOWS SOME UNITS HAVE NO AIR CONDITIONING
 AT ALL
 AND SOME UNITS HAVE THREE OR FOURA/C UNITS. SHOW WHERE
 THE AIR HANDLER
 AND CONDENSER GO FOR EACH UNIT. 107 FBC
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2023-03-02 Cont ID  
Sent By medwards Date 2023-03-02 Time 11:45 Rev Time 0.00
Received By medwards Date 2023-03-02 Time 11:45 Sent To  
Notes
2023-03-02 11:46:061ST REVIEW FMC
 PERMIT: 22061262
  
 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.
  
 PROVIDE THE INFORMATION REQUESTED FROM THE LAST REVIEW
 CYCLE BELOW:
  
 1) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATIONS
 FOR THIS PROJECT. FEC C403.2.1
  
 2) PROVIDE THE ENERGY CALCULATIONS FOR THE NEW ENCLOSED
 AREA. FEC C402.1
  
 3) PLEASE EXPLAIN THE COMMERCIAL RETAIL USE AS THERE
 ARE SEVERAL BEDROOMS, A KITCHEN AND A MINI-BAR WITH
 COOKING. PROVIDE THE OCCUPANCY CHANGE FOR THE ENTIRE
 BUILDING AS THIS DESIGN IS TAKING 2 SINGLE FAMILY HOMES
 AND ADDING AN AREA IN BETWEEN MAKING THIS ONE
 COMMERCIAL BUILDING NOW. FBC 107.3.5
  
 4) PROVIDE THE OUTDOOR AIR CALCULATIONS FOR THIS
 BUILDING. FMC 401
  
 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 M MECHANICAL (A/C)
Rev No 2 Status F Date 2023-01-17 Cont ID  
Sent By medwards Date 2023-01-17 Time 08:11 Rev Time 0.00
Received By medwards Date 2023-01-17 Time 08:11 Sent To  
Notes
2023-01-17 08:11:362ND REVIEW FMC
 PERMIT: 22061262
  
 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 MECHANICAL EQUIPMENT SIZING CALCULATIONS
 FOR THIS PROJECT. FEC C403.2.1
  
 2) PROVIDE THE ENERGY CALCULATIONS FOR THE NEW ENCLOSED
 AREA. FEC C402.1
  
 3) PLEASE EXPLAIN THE COMMERCIAL RETAIL USE AS THERE
 ARE SEVERAL BEDROOMS, A KITCHEN AND A MINI-BAR WITH
 COOKING. PROVIDE THE OCCUPANCY CHANGE FOR THE ENTIRE
 BUILDING AS THIS DESIGN IS TAKING 2 SINGLE FAMILY HOMES
 AND ADDING AN AREA IN BETWEEN MAKING THIS ONE
 COMMERCIAL BUILDING NOW. FBC 107.3.5
  
 4) PROVIDE THE OUTDOOR AIR CALCULATIONS FOR THIS
 BUILDING. FMC 401
  
  
 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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2022-09-02 Cont ID  
Sent By medwards Date 2022-09-02 Time 06:20 Rev Time 0.00
Received By medwards Date 2022-09-02 Time 06:20 Sent To  
Notes
2022-09-02 06:20:191ST REVIEW FMC
 PERMIT: 22061262
  
 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) IS THIS A CHANGE OF USE FROM RESIDENTIAL R-3 TO
 COMMERCIAL? IF SO PLEASE ADD CHANGE OF USE TO THE
 APPLICATION.
  
 2) PROVIDE ADDRESS OF THE PROJECT ON THE DRAWINGS. FBC
 107.3.5
  
 3) THE M.01 SHEET IS UNDER THE LIFE SAFETY DRAWING NAME
 IN OUR SYSTEM AND THE LIFE SAFETY IS UNDER THE
 MECHANICAL DRAWING NAME. PLEASE CORRECT.
  
 4) PROVIDE THE ENERGY CALCULATIONS FOR THE NEW FINISHED
 SQUARE FOOTAGE OF EXISTING GARAGE. FEC C402
  
 5) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATIONS
 FOR EACH UNIT. FEC C403.2.1
  
 6) THE CENTER UNIT SHOWS A WASHER ON THE DRAWING, IS
 THIS TO BE A STACKED WASHER/DRYER? IF SO, PROVIDE THE
 DRYER DUCT INFORMATION ON THE DRAWING. FMC 504
  
  
 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 6 Status F Date 2023-07-07 Cont ID  
Sent By rwbrown Date 2023-07-07 Time 07:42 Rev Time 0.00
Received By rwbrown Date 2023-07-07 Time 07:42 Sent To  
Notes
2023-07-07 07:46:466TH PLUMBING REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. DONE
  
 2. DONE
  
 3. DONE
  
 4. DONE
  
 5. DONE
  
 6. DONE
  
 7. COMMENT NOT ADDRESSED -
 2017 WPB AMEND - 105.1/107.3 - IN CREATING A COMMERCIAL
 SPACE A BACKFLOW PERMIT IS REQUIRED. THE BACKFLOW
 PERMIT MUST BE APPLIED FOR BEFORE RELEASING THIS
 COMMENT.
 2017 WPB AMEND - 105.1/107.3 -- THE BACKFLOW DEVICE AT
 THE UTILITY CONNECTION REQUIRE A SEPARATE PERMIT THAT
 IS 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.
  
  
 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 5 Status F Date 2023-05-16 Cont ID  
Sent By rwbrown Date 2023-05-16 Time 15:08 Rev Time 0.00
Received By rwbrown Date 2023-05-16 Time 15:08 Sent To  
Notes
2023-05-16 15:13:13------IT DOES NOT APPEAR THAT THESE COMMENTS WERE
 ADDRESSED - PLEASE RESPOND -----
  
 4TH PLUMBING REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. COMMENT NOT ADDRESSED - SHOW A WATER HEATER DETAIL
 FOR THE COMMERCIAL SPACE(S) THAT INCLUDES THE MIXING
 VALVE AT THE WATER HEATER.
 2020 FPC 607.1.1 - FOR THE COMMERCIAL SPACES, THERE
 SHALL BE A THERMOSTATIC MIXING VALVE (ASSE 1017) ON THE
 WATER HEATER TO REGULATE THE TEMPERATURE OF HOT WATER
 DELIVERY.
  
 2. COMMENT NOT ADDRESSED - SHOW A LAVATORY DETAIL THAT
 INCLUDES A 1070 MIXING DEVICE REQUIRED FOR PUBLIC
 HANDWASHING STATIONS - 2020 FPC 607.1.2/419.5 - ON THE
 LAVATORIES THAT ARE ACCESSIBLE TO THE PUBLIC, THERE
 SHALL BE A MIXING VALVE COMPLIANT WITH ASSE 1070 TO
 REGULATE THE TEMPERATURE OF TEMPERED WATER.
  
 3. DONE
  
 4. COMMENT NOT ADDRESSED -
 2017 WPB AMENDS 107.3.5.1.3 - THE REQUIRED RISER
 DIAGRAM IS NOT CODE COMPLIANT.
 A) CLOTHES WASHERS AND KITCHEN SINKS CANNOT BE INCLUDED
 IN WET VENTS OR OTHERWISE REQUIRED THEIR OWN INDIVIDUAL
 VENT. 2020 FPC 910.1 - 912.1
 B) TWO SHOWER FIXTURE DRAINS ARE CONNECTED TO THE SEWER
 WITHOUT A VENT 2020 FPC 901.2.1 (SWR SHOULD BE SHWR FOR
 SHOWER)
 C) VENTS SHALL BE VERTICAL UNTIL THEY ARE AT LEAST 6"
 ABOVE THE FLOOD RIM OF THE FIXTURE SERVED. 2020 FPC
 905.4
  
 5. DONE
  
 6. COMMENT NOT ADDRESSED -
 2020 FPC 403.1/403.3 - SHOW THE OCCUPANT LOAD OF THE
 RETAIL SPACES AND THE MINIMUM NUMBER OF FIXTURES
 REQUIRED FOR PUBLIC UTILIZATION FOR EACH SPACE OR
 ACCESS TO THE MINIMUM NUMBER OF FIXTURES REQIURED. A
 DRINKING FOUNTAIN AND/OR SERVICE SINK MAY BE REQUIRED.
  
 7. COMMENT NOT ADDRESSED -
 2017 WPB AMEND - 105.1/107.3 - IN CREATING A COMMERCIAL
 SPACE A BACKFLOW PERMIT IS REQUIRED.
  
 THE BUILDING SEWER CANNOT SERVE AS THE HORIZONTAL
 BUILDING DRAIN. SEVERAL FIXTURES APPEAR TO BE DIRECTLY
 CONNECTED TO THE SEWER WITHOUT VENT OR CLEANOUT. 2020
 FPC 301.3
  
  
 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 4 Status F Date 2023-02-28 Cont ID  
Sent By rwbrown Date 2023-02-28 Time 09:46 Rev Time 0.00
Received By rwbrown Date 2023-02-28 Time 09:46 Sent To  
Notes
2023-02-28 09:47:08------IT DOES NOT APPEAR THAT THESE COMMENTS WERE
 ADDRESSED - PLEASE RESPOND -----
  
 4TH PLUMBING REVIEW
  
 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
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. COMMENT NOT ADDRESSED - SHOW A WATER HEATER DETAIL
 FOR THE COMMERCIAL SPACE(S) THAT INCLUDES THE MIXING
 VALVE AT THE WATER HEATER.
 2020 FPC 607.1.1 - FOR THE COMMERCIAL SPACES, THERE
 SHALL BE A THERMOSTATIC MIXING VALVE (ASSE 1017) ON THE
 WATER HEATER TO REGULATE THE TEMPERATURE OF HOT WATER
 DELIVERY.
  
 2. COMMENT NOT ADDRESSED - SHOW A LAVATORY DETAIL THAT
 INCLUDES A 1070 MIXING DEVICE REQUIRED FOR PUBLIC
 HANDWASHING STATIONS - 2020 FPC 607.1.2/419.5 - ON THE
 LAVATORIES THAT ARE ACCESSIBLE TO THE PUBLIC, THERE
 SHALL BE A MIXING VALVE COMPLIANT WITH ASSE 1070 TO
 REGULATE THE TEMPERATURE OF TEMPERED WATER.
  
 3. COMMENT NOT ADDRESSED - SHOW A SHUT OFF VALVE THAT
 SERVES EACH INDIVIDUAL UNIT BEFORE IT ENTERS THE UNIT -
 2020 FPC 606.1 - A FULL OPEN SHUT OFF VALVE SHALL BE ON
 THE WATER SUPPLY TO EACH UNIT.
  
 4. COMMENT NOT ADDRESSED -
 2017 WPB AMENDS 107.3.5.1.3 - THE REQUIRED RISER
 DIAGRAM IS NOT CODE COMPLIANT.
 A) CLOTHES WASHERS AND KITCHEN SINKS CANNOT BE INCLUDED
 IN WET VENTS OR OTHERWISE REQUIRED THEIR OWN INDIVIDUAL
 VENT. 2020 FPC 910.1 - 912.1
 B) TWO SHOWER FIXTURE DRAINS ARE CONNECTED TO THE SEWER
 WITHOUT A VENT 2020 FPC 901.2.1 (SWR SHOULD BE SHWR FOR
 SHOWER)
 C) VENTS SHALL BE VERTICAL UNTIL THEY ARE AT LEAST 6"
 ABOVE THE FLOOD RIM OF THE FIXTURE SERVED. 2020 FPC
 905.4
  
 5. COMMENT NOT ADDRESSED -
 2020 FEX 906.1 - THE PUBLIC BATHROOM SHALL MEET THE
 FLORIDA ACCESSIBILITY CODE.
 A) 2020 FAC 604.3 - YOU'VE SHOWN AN ACCESSIBLE STALL
 DETAIL FOR A URINAL AND HAVE NOT PROVIDED A URINAL.
 SHOW A DETAIL THAT IS COMPLIANT FOR A WATER CLOSET.
 ADJUST THE SIZE OF THE BATHROOM TO MEET AN ACCESSIBLE
 WATER CLOSET.
  
 6. COMMENT NOT ADDRESSED -
 2020 FPC 403.1/403.3 - SHOW THE OCCUPANT LOAD OF THE
 RETAIL SPACES AND THE MINIMUM NUMBER OF FIXTURES
 REQUIRED FOR PUBLIC UTILIZATION FOR EACH SPACE OR
 ACCESS TO THE MINIMUM NUMBER OF FIXTURES REQIURED. A
 DRINKING FOUNTAIN AND/OR SERVICE SINK MAY BE REQUIRED.
  
 7. COMMENT NOT ADDRESSED -
 2017 WPB AMEND - 105.1/107.3 - IN CREATING A COMMERCIAL
 SPACE A BACKFLOW PERMIT IS REQUIRED.
  
 THE BUILDING SEWER CANNOT SERVE AS THE HORIZONTAL
 BUILDING DRAIN. SEVERAL FIXTURES APPEAR TO BE DIRECTLY
 CONNECTED TO THE SEWER WITHOUT VENT OR CLEANOUT. 2020
 FPC 301.3
  
  
 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]
  

Review Stop P PLUMBING
Rev No 3 Status F Date 2023-02-23 Cont ID  
Sent By rwbrown Date 2023-02-23 Time 06:55 Rev Time 0.00
Received By rwbrown Date 2023-02-23 Time 06:55 Sent To  
Notes
2023-02-23 09:46:10------IT DOES NOT APPEAR THAT THESE COMMENTS WERE
 ADDRESSED - PLEASE RESPOND -----
  
 3RD PLUMBING REVIEW
  
 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
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. COMMENT NOT ADDRESSED - SHOW A WATER HEATER DETAIL
 FOR THE COMMERCIAL SPACE(S) THAT INCLUDES THE MIXING
 VALVE AT THE WATER HEATER.
 2020 FPC 607.1.1 - FOR THE COMMERCIAL SPACES, THERE
 SHALL BE A THERMOSTATIC MIXING VALVE (ASSE 1017) ON THE
 WATER HEATER TO REGULATE THE TEMPERATURE OF HOT WATER
 DELIVERY.
  
 2. COMMENT NOT ADDRESSED - SHOW A LAVATORY DETAIL THAT
 INCLUDES A 1070 MIXING DEVICE REQUIRED FOR PUBLIC
 HANDWASHING STATIONS - 2020 FPC 607.1.2/419.5 - ON THE
 LAVATORIES THAT ARE ACCESSIBLE TO THE PUBLIC, THERE
 SHALL BE A MIXING VALVE COMPLIANT WITH ASSE 1070 TO
 REGULATE THE TEMPERATURE OF TEMPERED WATER.
  
 3. COMMENT NOT ADDRESSED - SHOW A SHUT OFF VALVE THAT
 SERVES EACH INDIVIDUAL UNIT BEFORE IT ENTERS THE UNIT -
 2020 FPC 606.1 - A FULL OPEN SHUT OFF VALVE SHALL BE ON
 THE WATER SUPPLY TO EACH UNIT.
  
 4. COMMENT NOT ADDRESSED -
 2017 WPB AMENDS 107.3.5.1.3 - THE REQUIRED RISER
 DIAGRAM IS NOT CODE COMPLIANT.
 A) CLOTHES WASHERS AND KITCHEN SINKS CANNOT BE INCLUDED
 IN WET VENTS OR OTHERWISE REQUIRED THEIR OWN INDIVIDUAL
 VENT. 2020 FPC 910.1 - 912.1
 B) TWO SHOWER FIXTURE DRAINS ARE CONNECTED TO THE SEWER
 WITHOUT A VENT 2020 FPC 901.2.1 (SWR SHOULD BE SHWR FOR
 SHOWER)
 C) VENTS SHALL BE VERTICAL UNTIL THEY ARE AT LEAST 6"
 ABOVE THE FLOOD RIM OF THE FIXTURE SERVED. 2020 FPC
 905.4
  
 5. COMMENT NOT ADDRESSED -
 2020 FEX 906.1 - THE PUBLIC BATHROOM SHALL MEET THE
 FLORIDA ACCESSIBILITY CODE.
 A) 2020 FAC 604.3 - YOU'VE SHOWN AN ACCESSIBLE STALL
 DETAIL FOR A URINAL AND HAVE NOT PROVIDED A URINAL.
 SHOW A DETAIL THAT IS COMPLIANT FOR A WATER CLOSET.
 ADJUST THE SIZE OF THE BATHROOM TO MEET AN ACCESSIBLE
 WATER CLOSET.
  
 6. COMMENT NOT ADDRESSED -
 2020 FPC 403.1/403.3 - SHOW THE OCCUPANT LOAD OF THE
 RETAIL SPACES AND THE MINIMUM NUMBER OF FIXTURES
 REQUIRED FOR PUBLIC UTILIZATION FOR EACH SPACE OR
 ACCESS TO THE MINIMUM NUMBER OF FIXTURES REQIURED. A
 DRINKING FOUNTAIN AND/OR SERVICE SINK MAY BE REQUIRED.
  
 7. COMMENT NOT ADDRESSED -
 2017 WPB AMEND - 105.1/107.3 - IN CREATING A COMMERCIAL
 SPACE A BACKFLOW PERMIT IS REQUIRED.
  
 THE BUILDING SEWER CANNOT SERVE AS THE HORIZONTAL
 BUILDING DRAIN. SEVERAL FIXTURES APPEAR TO BE DIRECTLY
 CONNECTED TO THE SEWER WITHOUT VENT OR CLEANOUT. 2020
 FPC 301.3
  
  
 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]
  

Review Stop P PLUMBING
Rev No 2 Status F Date 2023-01-17 Cont ID  
Sent By rwbrown Date 2023-01-17 Time 07:47 Rev Time 0.00
Received By rwbrown Date 2023-01-17 Time 07:46 Sent To  
Notes
2023-01-17 08:19:242ND PLUMBING REVIEW
  
 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
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. 2020 FPC 607.1.1 - FOR THE COMMERCIAL SPACES, THERE
 SHALL BE A THERMOSTATIC MIXING VALVE (ASSE 1017) ON THE
 WATER HEATER TO REGULATE THE TEMPERATURE OF HOT WATER
 DELIVERY.
  
 2. 2020 FPC 607.1.2/419.5 - ON THE LAVATORIES THAT ARE
 ACCESSIBLE TO THE PUBLIC, THERE SHALL BE A MIXING VALVE
 COMPLIANT WITH ASSE 1070 TO REGULATE THE TEMPERATURE OF
 TEMPERED WATER.
  
 3. 2020 FPC 606.1 - A FULL OPEN SHUT OFF VALVE SHALL BE
 ON THE WATER SUPPLY TO EACH UNIT.
  
 4. 2017 WPB AMENDS 107.3.5.1.3 - THE REQUIRED RISER
 DIAGRAM IS NOT CODE COMPLIANT.
 A) CLOTHES WASHERS AND KITCHEN SINKS CANNOT BE INCLUDED
 IN WET VENTS OR OTHERWISE REQUIRED THEIR OWN INDIVIDUAL
 VENT. 2020 FPC 910.1 - 912.1
 B) TWO SHOWER FIXTURE DRAINS ARE CONNECTED TO THE SEWER
 WITHOUT A VENT 2020 FPC 901.2.1 (SWR SHOULD BE SHWR FOR
 SHOWER)
 C) VENTS SHALL BE VERTICAL UNTIL THEY ARE AT LEAST 6"
 ABOVE THE FLOOD RIM OF THE FIXTURE SERVED. 2020 FPC
 905.4
  
 5. 2020 FEX 906.1 - THE PUBLIC BATHROOM SHALL MEET THE
 FLORIDA ACCESSIBILITY CODE.
 A) 2020 FAC 604.3 - YOU'VE SHOWN AN ACCESSIBLE STALL
 DETAIL FOR A URINAL AND HAVE NOT PROVIDED A URINAL.
 SHOW A DETAIL THAT IS COMPLIANT FOR A WATER CLOSET.
 ADJUST THE SIZE OF THE BATHROOM TO MEET AN ACCESSIBLE
 WATER CLOSET.
  
 6. 2020 FPC 403.1/403.3 - SHOW THE OCCUPANT LOAD OF THE
 RETAIL SPACES AND THE MINIMUM NUMBER OF FIXTURES
 REQUIRED FOR PUBLIC UTILIZATION FOR EACH SPACE OR
 ACCESS TO THE MINIMUM NUMBER OF FIXTURES REQIURED. A
 DRINKING FOUNTAIN AND/OR SERVICE SINK MAY BE REQUIRED.
  
 7. 2017 WPB AMEND - 105.1/107.3 - IN CREATING A
 COMMERCIAL SPACE A BACKFLOW PERMIT IS REQUIRED.
  
 THE BUILDING SEWER CANNOT SERVE AS THE HORIZONTAL
 BUILDING DRAIN. SEVERAL FIXTURES APPEAR TO BE DIRECTLY
 CONNECTED TO THE SEWER WITHOUT VENT OR CLEANOUT. 2020
 FPC 301.3
  
  
 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]
  

Review Stop P PLUMBING
Rev No 1 Status F Date 2022-08-29 Cont ID  
Sent By rwbrown Date 2022-08-29 Time 12:35 Rev Time 0.00
Received By rwbrown Date 2022-08-29 Time 12:35 Sent To  
Notes
2022-08-29 12:37:291ST PLUMBING REVIEW
  
 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
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. 2017 WPB AMENDS 107.2.1 - PLEASE SUBMIT A PLUMBING
 PLAN. INCLUDE THE RISER DIAGRAM FOR REVIEW.
  
  
 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]
  

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2022-11-14 Cont ID  
Sent By jwitmer Date 2022-11-14 Time 13:23 Rev Time 0.00
Received By jwitmer Date 2022-11-14 Time 10:20 Sent To  
Notes
2022-11-14 13:24:01NO ROOFING UNDER THIS PERMIT.

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status F Date 2023-07-21 Cont ID  
Sent By jleahy Date 2023-07-21 Time 15:27 Rev Time 0.00
Received By jleahy Date 2023-07-21 Time 15:27 Sent To  
Notes
2023-07-21 15:28:45SEE COMMENTS FROM 6/6/23 REVIEW JLEAHY

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2023-06-06 Cont ID  
Sent By jwitmer Date 2023-06-06 Time 16:21 Rev Time 0.00
Received By jwitmer Date 2023-06-06 Time 16:21 Sent To  
Notes
2023-06-06 16:20:57FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) PLANS
 IN THE FILE FOLDER, SCANNED, FACSIMILE, DIGITALLY
 CREATED OR COPIED IMAGE OF THE LICENSEE???S SIGNATURE
 SHALL NOT BE USED ON ELECTRONIC/DIGITALLY SIGNED AND
 SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS.
  
  
  
 FL. ADMINISTRATIVE CODE 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.
 (2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL
 SIGNATURE TO ELECTRONICALLY SIGN AND SEAL ENGINEERING
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS SHALL
 HAVE THEIR IDENTITY AUTHENTICATED BY A CERTIFICATION
 AUTHORITY AND SHALL ASSURE THAT THE DIGITAL SIGNATURE
 IS:
 (A) UNIQUE TO THE PERSON USING IT;
 (B) CAPABLE OF VERIFICATION;
 (C) UNDER THE SOLE CONTROL OF THE PERSON USING IT; AND,
 (D) LINKED TO A DOCUMENT IN SUCH A MANNER THAT THE
 DIGITAL SIGNATURE AND CORRESPONDINGLY THE DOCUMENT IS
 INVALIDATED IF ANY DATA IN THE DOCUMENT IS CHANGED.
  
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2023-03-20 Cont ID  
Sent By jwitmer Date 2023-03-20 Time 07:35 Rev Time 0.00
Received By jwitmer Date 2023-03-20 Time   Sent To  
Notes
2023-03-20 07:35:26FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) PLANS
 IN THE FILE FOLDER, SCANNED, FACSIMILE, DIGITALLY
 CREATED OR COPIED IMAGE OF THE LICENSEE???S SIGNATURE
 SHALL NOT BE USED ON ELECTRONIC/DIGITALLY SIGNED AND
 SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS.
  
  
  
 FL. ADMINISTRATIVE CODE 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.
 (2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL
 SIGNATURE TO ELECTRONICALLY SIGN AND SEAL ENGINEERING
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS SHALL
 HAVE THEIR IDENTITY AUTHENTICATED BY A CERTIFICATION
 AUTHORITY AND SHALL ASSURE THAT THE DIGITAL SIGNATURE
 IS:
 (A) UNIQUE TO THE PERSON USING IT;
 (B) CAPABLE OF VERIFICATION;
 (C) UNDER THE SOLE CONTROL OF THE PERSON USING IT; AND,
 (D) LINKED TO A DOCUMENT IN SUCH A MANNER THAT THE
 DIGITAL SIGNATURE AND CORRESPONDINGLY THE DOCUMENT IS
 INVALIDATED IF ANY DATA IN THE DOCUMENT IS CHANGED.
  
  
2023-03-02 11:46:51MECHANICAL DRAWING REQUIRES A DIGITAL SIGNATURE FROM
 THE DESIGNER.ME

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2023-01-26 Cont ID  
Sent By jleahy Date 2023-01-26 Time 09:38 Rev Time 0.00
Received By jleahy Date 2023-01-26 Time 09:38 Sent To  
Notes
2023-01-26 09:40:04SEE REVIEW FROM 11/8/22
2023-01-17 08:13:16MECHANICAL DOCUMENTS WILL REQUIRE THE ENGINEERS DIGITAL
 SIGNATURE. FS 471/481.ME
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-11-08 Cont ID  
Sent By rwbrown Date 2022-11-08 Time 11:03 Rev Time 0.00
Received By rwbrown Date 2022-11-08 Time 11:03 Sent To  
Notes
2022-11-08 11:04:25SIGNATURE REVIEW FAILED - FILES NOT ELECTRONICALLY
 SEALED
  
 * PROFESSIONAL ENGINEERS- ALL ELECTRONIC SUBMISSIONS
 PREPARED BY AN ENGINEER MUST COMPLY WITH 61G15-23.001
 AND BE EITHER DIGITALLY SIGNED AND SEALED -OR-
 ELECTRONICALLY SIGNED AND SEALED, IN ACCORDANCE WITH
 61G15-23.004 AND 61G15-23.005 F.A.C. RESPECTIVELY.
 * ARCHITECTS- ALL ELECTRONIC SUBMISSIONS PREPARED BY AN
 ARCHITECT MUST COMPLY WITH 61G1-16.004 F.A.C. AND BE
 DIGITALLY SIGNED AND SEALED IN ACCORDANCE WITH
 61G1-16.005 F.A.C.
  
2022-09-02 06:21:08DESIGNER WILL NEED TO DIGITALLY SIGN THE MECHANICAL
 DOCUMENTS. ME

Review Stop Z ZONING
Rev No 5 Status F Date 2023-07-07 Cont ID  
Sent By asangele Date 2023-07-07 Time 11:10 Rev Time 0.00
Received By asangele Date 2023-07-07 Time 11:10 Sent To  
Notes
2023-07-07 11:14:06FAILED
 7/7/2023
 REPEAT COMMENT
  
 PROPERTY IS ONLY IS ONLY ABLE TO HAVE ONE DWELLING UNIT
 AND CANNOT HAVE ANY ADDITIONAL UNITS BECAUSE IT IS ONLY
 0.0930 ACRES IN SIZE.
  
 ARTICLE VII. SECTION 94-231
 MAXIMUM DENSITY AND FAR: 32 DU/ACRE AND 1.5 FAR
  
 THERE SHOULD ONLY BE ONE STOVE/ 220V OUTET ON THE PLANS
  
 SINCE YOU ARE CLOSING OFF THE CARPORT SHOW ON PLANS YOU
 WILL MEET THE PARKING REQUIREMENT USING ON STREET
 PARKING.
  
 ARTICLE VII. SECTION 94-231
  
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]

Review Stop Z ZONING
Rev No 4 Status F Date   Cont ID  
Sent By   Date 2023-05-24 Time   Rev Time 0.00
Received By   Date 2023-05-24 Time   Sent To  
Notes
2023-05-24 16:21:36FAILED
 5/24/2023
  
  
 REPEAT COMMENT
  
 PROPERTY IS ONLY IS ONLY ABLE TO HAVE ONE DWELLING UNIT
 AND CANNOT HAVE ANY ADDITIONAL UNITS BECAUSE IT IS ONLY
 0.0930 ACRES IN SIZE.
  
 ARTICLE VII. SECTION 94-231
 MAXIMUM DENSITY AND FAR: 32 DU/ACRE AND 1.5 FAR
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]

Review Stop Z ZONING
Rev No 3 Status F Date 2023-03-06 Cont ID  
Sent By asangele Date 2023-03-06 Time 14:50 Rev Time 0.00
Received By asangele Date 2023-03-06 Time 14:50 Sent To  
Notes
2023-03-06 14:51:22FAILED
 MARCH 6,2023
 REPEAT COMMENT
  
 PROPERTY IS ONLY IS ONLY ABLE TO HAVE ONE DWELLING UNIT
 AND CANNOT HAVE ANY ADDITIONAL UNITS BECAUSE IT IS ONLY
 0.0930 ACRES IN SIZE.
  
 ARTICLE VII. SECTION 94-231
 MAXIMUM DENSITY AND FAR: 32 DU/ACRE AND 1.5 FAR
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]

Review Stop Z ZONING
Rev No 2 Status F Date 2023-01-23 Cont ID  
Sent By asangele Date 2023-01-23 Time 12:01 Rev Time 0.00
Received By asangele Date 2023-01-23 Time 12:01 Sent To  
Notes
2023-01-23 12:02:06FAILED
 1/23/2023
 REPEAT COMMENT
  
 PROPERTY IS ONLY IS ONLY ABLE TO HAVE ONE DWELLING UNIT
 AND CANNOT HAVEANY ADDITIONAL UNITS BECAUSE IT IS ONLY
 0.0930 ACRES IN SIZE.
  
 ARTICLE VII. SECTION 94-231
 MAXIMUM DENSITY AND FAR: 32 DU/ACRE AND 1.5 FAR
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]

Review Stop Z ZONING
Rev No 1 Status F Date 2022-08-30 Cont ID  
Sent By asangele Date 2022-08-30 Time 12:02 Rev Time 0.00
Received By asangele Date 2022-08-30 Time 12:02 Sent To  
Notes
2022-08-30 12:07:32FAILED
 8/30/2020
  
 PROPERTY IS ONLY IS ONLY ABLE TO HAVE ONE DWELLING UNIT
 AND CANNOT HAVE THREE UNITS BECAUSE IT IS ONLY 0.0930
 ACRES IN SIZE.
  
 ARTICLE VII. SECTION 94-231
 MAXIMUM DENSITY AND FAR: 32 DU/ACRE AND 1.5 FAR
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]


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