Plan Review Details - Permit 20050837
Plan Review Stops For Permit 20050837
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status N Date 2020-06-14 Cont ID  
Sent By jwitmer Date 2020-06-14 Time 07:45 Rev Time 0.00
Received By jwitmer Date 2020-08-02 Time 07:46 Sent To  
Notes
2020-06-14 07:45:44NEW BUILDING IN 2018 LEFT AS SHEEL BUILDING. JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2020-08-13 Cont ID  
Sent By jwitmer Date 2020-08-13 Time 14:58 Rev Time 0.00
Received By jwitmer Date 2020-08-13 Time 13:30 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2020-08-13 Time   Rev Time 0.00
Received By jwitmer Date 2020-08-13 Time 13:44 Sent To  
Notes
2020-08-12 12:52:31COLE IN STOP IN BUILDING REVIEW WAS A MISTAKE. BUILDING
 REVIEWER TO PROVIDE NEW IN STOP.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-08-02 Cont ID  
Sent By jwitmer Date 2020-08-02 Time 09:27 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2020-08-02 09:34:542017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20050837
 ADD: 2600 S. DIXIE HWY. / SUITE: D
 CONT: SEACOAST CONSTRUCTION
 TEL: 786-433-8740
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: SUN. AUGUST 02ND/ 2020
 ACTION: DENIED
  
 *****************4X FEE / NOTICE!!!!! FLORIDA STATUTE
 553.80(2)(B)*******************
 ARCHITECT JACK W. HUGENTUGLER R. A. 10097
 TEL: 954-564-3044
  
  
 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.
  
 NO RESPONSE LETTER FROM ARCHITECT.
  
 1) THE COVERSHEET:
  
 1A) COMPLIED.
  
 1B) COMPLIED.
  
 2) THE LIFE SAFETY PLAN.
 2A-B) COMPLIED.
  
 2C) 3RD REQUEST. THE COVERSHEET DOES AND HAS SHOWN A
 SMALL SITE PLAN WHERE THE PROPERTY LINE IS SHOWN AT THE
 FRONT CORNER OF THE BUILDING. THE PLANS SHOW A OUTSWING
 DOOR. 2017 FBC-B 3202.2 DOORS AND WINDOWS SHALL NOT
 OPEN OR PROJECT INTO THE PUBLIC RIGHT OF WAY.
  
 2D) 3RD REQUEST. SEMI- COMPLIED. THE SHEET A3.0 DETAIL
 8 SHOWS AN ELEVATION VIEW WITH THE TOP OF THE COUNTER
 AT 42 INCHES. THE KNEE WALL/ END COUNTER IS SHOWN AT
 2FEET 10 INCHES. THE RECEPTIONIST DESK TOP IS SHOWN ON
 THE LEFT SIDE OF THE DETAIL REVISION, # 2 AS 2FEET 6
 INCHES BUT THERE IS ALSO SHOWN THE 4 INCH TOE KICK
 MAKING THE RECEPTIONIST DESK TOP 2 FEET 6 INCHES HIGH
 JUST AS HIGH AS THE KNEE WALL COUNTER TOP. DISCREPANCY
 IN PLANS.
  
 SEMI- COMPLIED CLEAR FLOOR SPACE IS NOW SHOWN ON THE
 LIFE SAFETY PLAN. SHEET ID 2.0 DETAIL 2 DOES SHOW A
 DROPPED SERVICE COUNTER AT A HEIGHT OF 2 FEET 10
 INCHES, 34 INCHES, AND THE RECEPTION DESK TOP AT A
 HEIGHT OF 2 FEET 6 INCHES OR 30 INCHES. A DISCREPANCY
 WITH SHEET A3.0 DETAIL 8.
 .
 2E) COMPLIED. THE NEW RTU UNIT TO BE PLACED IN THE
 EXISTING ROOF TOP CURB.
  
 2E)(1) COMPLIED.
  
 2E)(2) 2ND REQUEST. SEMI-COMPLIED. THE 47 PAGE TRANE
 REPORT BY DOUGLAS RUGGIANO PE IS NOT SIGNED WITH A
 DIGITAL SIGNATURE. 61G15-23.005 PROCEDURES FOR SIGNING
 AND SEALING ELECTRONICALLY TRANSMITTED PLANS (DIGITAL
 SIGNATURES), SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 DIGITALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 REPORTS. 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER
 SHEET WITH LISTED PAGES OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET.
  
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2E)(3) NO RESPONSE FROM ARCHITECT 3RD REVIEW.2017 FBC-B
 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND
 THEIR CONNECTIONS SHALL BE DETERMINED BY METHODS OF
 STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM,
 GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH
 SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY
 STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING
 EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS
 CHAPTER. SEE SECTION 1609 FOR WIND LOADS.
  
 2E)(4) NO RESPONSE FROM THE ARCHITECT 3RD REVIEW. 2017
 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES.
 WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE
 LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A
 BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER
 THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH
 EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS
 OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS HAVING A
 SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL NOT
 REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS
 INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL
 BE MEASURED TO THE TOP OF THE PARAPET WALL.
  
 2E)(5) SEMI- COMPLIED ONCE THE WIND REPORT CAN BE
 ACCEPTED.
  
 2E)(6) NOT APPLICABLE. NO NEW ROOF OPENINGS, USE
 EXISTING CURB.
  
 3) 2ND REQUEST. SHEET A3.0 ADA REQUIREMENTS:
  
 3A) SEMI COMPLIED. 3RD REQUEST. THE DESIGNER OF RECORD
 CAN-NOT QUOTE THE CODE SECTION FOR COMPLIANCE. 2017
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 107.2.1.
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN
 THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE
 SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". 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.
  
 2ND REQUEST. DETAIL # 3 MAKES REFERENCE TO THE FLORIDA
 BUILDING CODE CHAPTER 11. PLEASE REFER TO THE 2017
 FBC-B CHAPTER 11 1102-1111 ARE RESERVED. UNDER THE 2017
 FBC-ACCESSIBILITY CODE IT IS A SEPARATE CODE BOOK JUST
 LIKE THE ENERGY CODE, AND EXISTING BUILDING CODE PLEASE
 UPDATE PLANS TO THE CURRENT 2017 CYCLE. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) 3RD REQUEST. DETAIL # 4 NOTES THAT THE TOILET ROOM
 WATER CLOSET SHALL COMPLY WITH FBC SECTIONS 11-4.16.1
 THRU.6 . AGAIN PLEASE UPDATE YOUR CODE SECTIONS TO THE
 2017 FBC-ACCESSIBILITY CODE.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.
 W.P.B. ADMINISTRATIVE CODE/2017 DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
 THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
 IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC INFORMATION". 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.
  
 3C-D) COMPLIED.
  
 3E) 3RD REQUEST. THE PLANS DO NOT SHOW THE ELEVATION OF
 THE HIGH/ LOW DRINKING FOUNTAIN NOR COMPLIANCE WITH THE
 ACCESSIBILITY CODE 307.2 PROTRUSION LIMITS. OBJECTS
 WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE
 THAN 80 INCHES ABOVE THE FINISH FLOOR SHALL PROTRUDE 4
 INCHES OR LESS MAXIMUM HORIZONTALLY INTO THE
 CIRCULATION PATH. SKIRTS MAYBE REQUIRED TO BE APPLIED
 TO THE BOTTOM OF THE DRINKING FOUNTAIN.
  
 3F) COMPLIED. 2ND REQUEST. THE LIFE SAFETY PLAN NEEDS
 TO 606.2 CLEAR FLOOR SPACE FOR THE BREAK ROOM SINK.
  
 4) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-07-19 Cont ID  
Sent By jwitmer Date 2020-07-19 Time 14:14 Rev Time 0.00
Received By jwitmer Date 2020-07-19 Time 13:14 Sent To  
Notes
2020-07-19 14:05:012017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20050837
 ADD: 2600 S. DIXIE HWY. / SUITE: D
 CONT: SEACOAST CONSTRUCTION
 TEL: 786-433-8740
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: SUN. JULY 19TH/ 2020
 ACTION: DENIED
  
 *****************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.
  
 NO RESPONSE LETTER FROM ARCHITECT, NO CHANGES IN THE
 PLANS.
  
 1) THE COVERSHEET:
  
 1A) 2ND REQUEST. THE PROJECT INFORMATION LIST THE
 PRIMARY OCCUPANCY AS BUSINESS WHEREAS UNDER THE HEADING
 OCCUPANT INFORMATION THE OCCUPANCY TYPE IS LISTED AS
 RESIDENCE.
 THERE IS A DISCREPANCY IN THE OCCUPANCY TYPE IN THE
 PLANS PLEASE CORRECT. 107.2.1.2. ADDITIONAL INFORMATION
 IS REQUIRED. FOR THIS REVIEW PURPOSES THE PLAN WILL BE
 VIEWED AS A BUSINESS OCCUPANCY IN ACCORDANCE WITH THE
 2017 FBC-B SECTION 304.1.
  
 1B) 2ND REQUEST.UNDER BOTH HEADINGS TENANT INFORMATION
 AND OCCUPANT INFORMATION BOTH LIST 2,335 SQ. FT./ 23
 OCCUPANTS. PLEASE NOTE THAT YOU ALWAYS ROUND UP TO THE
 NEXT FULL OCCUPANTS, THERE ARE PARTS OF OCCUPANTS. SEE
 THE 2017 FBC-B TABLE 1004.1.2, THE 2015 IBC COMMENTARY
 AND FLORIDA BUILDINGS CODE OFFICIAL WEBSITE FOR
 INTERPRETATIONS.
  
 2) THE LIFE SAFETY PLAN.
 2A) 2ND REQUEST. AN OVERALL DIMENSION IS NOT GIVEN FOR
 THE INTERIOR TENANT SPACE FOR WIDTH NOR THE LENGTH OF
 THE TENANT OFFICE SPACE. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2B) 2ND REQUEST. UNDER TENANT INFORMATION THE PLANS
 STATE ONLY ONE EXIT IS REQUIRED BECAUSE OF THE LOW
 OCCUPANT LOAD BUT THE PLANS FAIL TO EXAMINE THE PLAN
 FOR COMMON PATH OF TRAVEL WITH A SPACE WITH ONE EXIT
 DOORWAY. PLEASE REVIEW 1006.2.1 THE OVERALL LENGTH OF
 THE BUILDING IS NOT GIVEN NOR THE DISTANCE FROM THE
 REMOTE POINT FURTHEST AWAY FROM THE EXIT SEE LIFE
 SAFETY PLAN. THE WAY THE LIFE SAFETY PLAN SHOWS COMMON
 PATH OF TRAVEL TO 2 EXITS THEN TWO EXITS ARE REQUIRED.
 THE LIFE SAFETY PLAN ALSO SHOWS 2 EXIT SIGNS ONE AT
 EACH EXIT.
  
 2C) 2ND REQUEST. PLEASE PROVIDE A SITE PLAN FOR THIS
 TENANT SPACE INCLUDING WHERE THE PROPERTY LINE IS
 LOCATED IN REGARDS TO THE OUTSWING DOORS. 2017 FBC-B
 3202.2 DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT INTO
 THE PUBLIC RIGHT?OF?WAY.
  
 2D) 2ND REQUEST. THE NOTE A STATES THE RECEPTION DESK
 IS TO BE SELECTED BY THE OWNER, SEE ELEVATIONS. THE
 SHEET A3.0 DETAIL 8 SHOWS AN ELEVATION VIEW WITH THE
 TOP OF THE COUNTER AT 42 INCHES, SHEET ID 2.0 DETAIL 2
 DOES SHOW A DROPPED SERVICE COUTER AT A HEIGHT OF 2
 FEET 10 INCHES, 34 INCHES, WHAT NONE OF THE PLANS SHOW
 IS A CLEAR FLOOR SPACE.
 SHOW COMPLIANCE WITH THE ACCESS. CODE 305.5 POSITION.
 UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE
 SHALL BE POSITIONED FOR EITHER A FORWARD OR PARALLEL
 APPROACH TO AN ELEMENT.
 2E) 2ND REQUEST. TREATMENT ROOM # 3 NOTE M INDICATES A
 NEW ROOF TOP UNIT (RTU), THE MECHANICAL SHEET IS SILENT
 TO IF THERE IS AN EXISTING HOLE THROUGH THE ROOF SYSTEM
 WITH CURB? NO DETAILS A TO HOW TO ANCHOR THE CURB TO
 THE EXISTING BAR JOIST, INFILL STEEL ANGLES FOR THE NEW
 WHOLE, IF ADDITIONAL BRACING OF THE BAR JOIST IS
 REQUIRED FOR POINT LOADING, NOR THE ANCHORING OF THE
 RTU TO THE CURB?
  
 2E)(1) 2ND REQUEST. 2017 FBC-M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
  
 2E)(2) 2ND REQUEST. SEMI-COMPLIED. THE 47 PAGE TRANE
 REPORT BY DOUGLAS RUGGIANO PE IS NOT SIGNED WITH A
 DIGITAL SIGNATURE. 61G15-23.005 PROCEDURES FOR SIGNING
 AND SEALING ELECTRONICALLY TRANSMITTED PLANS (DIGITAL
 SIGNATURES), SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 DIGITALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2E)(3)2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON
 STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE
 DETERMINED BY METHODS OF STRUCTURAL ANALYSIS THAT TAKE
 INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC
 COMPATIBILITY AND BOTH SHORT- AND LONG-TERM MATERIAL
 PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST
 THE OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 2E)(4) 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON
 ROOFS OR ELEVATED STRUCTURES.
 WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE
 LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A
 BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER
 THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH
 EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS
 OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS HAVING A
 SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL NOT
 REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS
 INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL
 BE MEASURED TO THE TOP OF THE PARAPET WALL.
  
 2E)(5) 2ND REQUEST. WELDED OR BOLTED CONNECTIONS.
 BRACING REQUIRED FOR NEW ROOF TOP HOLE IN THE B-DECK
 AND RE-ENFORCING OF BAR JOIST.
 WELDED OR BOLTED 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. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 2E)(6) 2ND REQUET. 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(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS
  
 2F) WITH THE ADDITION OF NEW RTU ON THE ROOF TOP IN
 THIS REVIEW THERE WAS NO WIND DESIGN NOR PRESSURES
 PROVIDED. 2017 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 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.
  
 2. RISK CATEGORY.
  
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 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.
  
 6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) 2ND REQUEST. SHEET A3.0 ADA REQUIREMENTS:
 3A) 2ND REQUEST. DETAIL # 3 MAKES REFERENCE TO THE
 FLORIDA BUILDING CODE CHAPTER 11. PLEASE REFER TO THE
 2017 FBC-B CHAPTER 11 1102-1111 ARE RESERVED. UNDER THE
 2017 FBC-ACCESSIBILITY CODE IT IS A SEPARATE CODE BOOK
 JUST LIKE THE ENERGY CODE, AND EXISTING BUILDING CODE
 PLEASE UPDATE PLANS TO THE CURRENT 2017 CYCLE.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) 2ND REQUEST. DETAIL # 4 NOTES THAT THE TOILET ROOM
 WATER CLOSET SHALL COMPLY WITH FBC SECTIONS 11-4.16.1
 THRU.6 . AGAIN PLEASE UPDATE YOUR CODE SECTIONS TO THE
 2017 FBC-ACCESSIBILITY CODE.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.
 W.P.B. ADMINISTRATIVE CODE/2017 DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
 THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
 IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC INFORMATION". 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.
  
 3C) DETAIL # 6 THE GRAB BARS ARE MEASURED WRONG. 2017
 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE, NOT CENTERLINE.
  
 3D) 2ND REQUEST. DETAIL # 6 MIRROR IS MEASURED AS
 STATED FROM THE BOTTOM OF THE MIRROR. NO REFLECTIVE
 SURFACE. 603.3 MIRRORS. 2017 FBC-ACCESSIBILITY CODE.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 3E) 2ND REQUEST. THE PLANS DO NOT SHOW THE ELEVATION OF
 THE HIGH/ LOW DRINKING FOUNTAIN NOR COMPLIANCE WITH THE
 ACCESSIBILITY CODE 307.2 PROTRUSION LIMITS. OBJECTS
 WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE
 THAN 80 INCHES ABOVE THE FINISH FLOOR SHALL PROTRUDE 4
 INCHES OR LESS MAXIMUM HORIZONTALLY INTO THE
 CIRCULATION PATH. SKIRTS MAYBE REQUIRED TO BE APPLIED
 TO THE BOTTOM OF THE DRINKING FOUNTAIN.
  
 3F) 2ND REQUEST. THE LIFE SAFETY PLAN NEEDS TO 606.2
 CLEAR FLOOR SPACE FOR THE BREAK ROOM SINK.. A CLEAR
 FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR A
 FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING
 WITH 306 SHALL BE PROVIDED, SEE EXCEPTIONS ALSO, BUT
 SHOW THE REQUIRED CLEAR FLOOR SPACE ON THE FLOOR PLAN.
  
 4) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-06-14 Cont ID  
Sent By jwitmer Date 2020-06-14 Time 10:29 Rev Time 0.00
Received By jwitmer Date 2020-06-14 Time 07:44 Sent To  
Notes
2020-06-14 10:29:162017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20050837
 ADD: 2600 S. DIXIE HWY. / SUITE: D
 CONT: SEACOAST CONSTRUCTION
 TEL: 786-433-8740
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: SUN. JUNE 14TH/ 2020
 ACTION: DENIED
  
 1) THE COVERSHEET:
  
 1A) THE PROJECT INFORMATION LIST THE PRIMARY OCCUPANCY
 AS BUSINESS WHEREAS UNDER THE HEADING OCCUPANT
 INFORMATION THE OCCUPANCY TYPE IS LISTED AS RESIDENCE.
 THERE IS A DISCREPANCY IN THE OCCUPANCY TYPE IN THE
 PLANS PLEASE CORRECT. 107.2.1.2. ADDITIONAL INFORMATION
 IS REQUIRED. FOR THIS REVIEW PURPOSES THE PLAN WILL BE
 VIEWED AS A BUSINESS OCCUPANCY IN ACCORDANCE WITH THE
 2017 FBC-B SECTION 304.1.
  
 1B) UNDER BOTH HEADINGS TENANT INFORMATION AND OCCUPANT
 INFORMATION BOTH LIST 2,335 SQ. FT./ 23 OCCUPANTS.
 PLEASE NOTE THAT YOU ALWAYS ROUND UP TO THE NEXT FULL
 OCCUPANTS, THERE ARE PARTS OF OCCUPANTS. SEE THE 2017
 FBC-B TABLE 1004.1.2, THE 2015 IBC COMMENTARY AND
 FLORIDA BUILDINGS CODE OFFICIAL WEBSITE FOR
 INTERPRETATIONS.
  
 2) THE LIFE SAFETY PLAN.
 2A) AN OVERALL DIMENSION IS NOT GIVEN FOR THE INTERIOR
 TENANT SPACE FOR WIDTH NOR THE LENGTH OF THE TENANT
 OFFICE SPACE. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2B) UNDER TENANT INFORMATION THE PLANS STATE ONLY ONE
 EXIT IS REQUIRED BECAUSE OF THE LOW OCCUPANT LOAD BUT
 THE PLANS FAIL TO EXAMINE THE PLAN FOR COMMON PATH OF
 TRAVEL WITH A SPACE WITH ONE EXIT DOORWAY. PLEASE
 REVIEW 1006.2.1 THE OVERALL LENGTH OF THE BUILDING IS
 NOT GIVEN NOR THE DISTANCE FROM THE REMOTE POINT
 FURTHEST AWAY FROM THE EXIT SEE LIFE SAFETY PLAN. THE
 WAY THE LIFE SAFETY PLAN SHOWS COMMON PATH OF TRAVEL TO
 2 EXITS THEN TWO EXITS ARE REQUIRED. THE LIFE SAFETY
 PLAN ALSO SHOWS 2 EXIT SIGNS ONE AT EACH EXIT.
  
 2C) PLEASE PROVIDE A SITE PLAN FOR THIS TENANT SPACE
 INCLUDING WHERE THE PROPERTY LINE IS LOCATED IN REGARDS
 TO THE OUTSWING DOORS. 2017 FBC-B 3202.2 DOORS AND
 WINDOWS SHALL NOT OPEN OR PROJECT INTO THE PUBLIC
 RIGHT?OF?WAY.
  
 2D) THE NOTE A STATES THE RECEPTION DESK IS TO BE
 SELECTED BY THE OWNER, SEE ELEVATIONS. THE SHEET A3.0
 DETAIL 8 SHOWS AN ELEVATION VIEW WITH THE TOP OF THE
 COUNTER AT 42 INCHES, SHEET ID 2.0 DETAIL 2 DOES SHOW A
 DROPPED SERVICE COUTER AT A HEIGHT OF 2 FEET 10 INCHES,
 34 INCHES, WHAT NONE OF THE PLANS SHOW IS A CLEAR FLOOR
 SPACE.
 SHOW COMPLIANCE WITH THE ACCESS. CODE 305.5 POSITION.
 UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE
 SHALL BE POSITIONED FOR EITHER A FORWARD OR PARALLEL
 APPROACH TO AN ELEMENT.
  
 2E) TREATMENT ROOM # 3 NOTE M INDICATES A NEW ROOF TOP
 UNIT (RTU), THE MECHANICAL SHEET IS SILENT TO IF THERE
 IS AN EXISTING HOLE THROUGH THE ROOF SYSTEM WITH CURB?
 NO DETAILS A TO HOW TO ANCHOR THE CURB TO THE EXISTING
 BAR JOIST, INFILL STEEL ANGLES FOR THE NEW WHOLE, IF
 ADDITIONAL BRACING OF THE BAR JOIST IS REQUIRED FOR
 POINT LOADING, NOR THE ANCHORING OF THE RTU TO THE
 CURB?
  
 2E)(1) 2017 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
  
 2E)(2) LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2E)(3)2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON
 STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE
 DETERMINED BY METHODS OF STRUCTURAL ANALYSIS THAT TAKE
 INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC
 COMPATIBILITY AND BOTH SHORT- AND LONG-TERM MATERIAL
 PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST
 THE OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 2E)(4) 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON
 ROOFS OR ELEVATED STRUCTURES.
 WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE
 LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A
 BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER
 THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH
 EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS
 OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS HAVING A
 SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL NOT
 REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS
 INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL
 BE MEASURED TO THE TOP OF THE PARAPET WALL.
  
 2E)(5) WELDED OR BOLTED CONNECTIONS. BRACING REQUIRED
 FOR NEW ROOF TOP HOLE IN THE B-DECK AND RE-ENFORCING OF
 BAR JOIST.
 WELDED OR BOLTED 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. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 2E)(6) 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(D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS
  
 2F) WITH THE ADDITION OF NEW RTU ON THE ROOF TOP IN
 THIS REVIEW THERE WAS NO WIND DESIGN NOR PRESSURES
 PROVIDED. 2017 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 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.
  
 2. RISK CATEGORY.
  
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 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.
  
 6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) SHEET A3.0 ADA REQUIREMENTS:
 3A) DETAIL # 3 MAKES REFERENCE TO THE FLORIDA BUILDING
 CODE CHAPTER 11. PLEASE REFER TO THE 2017 FBC-B CHAPTER
 11 1102-1111 ARE RESERVED. UNDER THE 2017
 FBC-ACCESSIBILITY CODE IT IS A SEPARATE CODE BOOK JUST
 LIKE THE ENERGY CODE, AND EXISTING BUILDING CODE PLEASE
 UPDATE PLANS TO THE CURRENT 2017 CYCLE. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) DETAIL # 4 NOTES THAT THE TOILET ROOM WATER CLOSET
 SHALL COMPLY WITH FBC SECTIONS 11-4.16.1 THRU.6 . AGAIN
 PLEASE UPDATE YOUR CODE SECTIONS TO THE 2017
 FBC-ACCESSIBILITY CODE.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.
 W.P.B. ADMINISTRATIVE CODE/2017 DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
 THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
 IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC INFORMATION". 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.
  
 3C) DETAIL # 6 THE GRAB BARS ARE MEASURED WRONG. 2017
 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE, NOT CENTERLINE.
  
 3D) DETAIL # 6 MIRROR IS MEASURED AS STATED FROM THE
 BOTTOM OF THE MIRROR. NO REFLECTIVE SURFACE. 603.3
 MIRRORS. 2017 FBC-ACCESSIBILITY CODE. MIRRORS LOCATED
 ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH
 THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 3E) THE PLANS DO NOT SHOW THE ELEVATION OF THE HIGH/
 LOW DRINKING FOUNTAIN NOR COMPLIANCE WITH THE
 ACCESSIBILITY CODE 307.2 PROTRUSION LIMITS. OBJECTS
 WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE
 THAN 80 INCHES ABOVE THE FINISH FLOOR SHALL PROTRUDE 4
 INCHES OR LESS MAXIMUM HORIZONTALLY INTO THE
 CIRCULATION PATH. SKIRTS MAYBE REQUIRED TO BE APPLIED
 TO THE BOTTOM OF THE DRINKING FOUNTAIN.
  
 3F) THE LIFE SAFETY PLAN NEEDS TO 606.2 CLEAR FLOOR
 SPACE FOR THE BREAK ROOM SINK.. A CLEAR FLOOR SPACE
 COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH,
 AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE
 PROVIDED, SEE EXCEPTIONS ALSO, BUT SHOW THE REQUIRED
 CLEAR FLOOR SPACE ON THE FLOOR PLAN.
  
 4) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2020-09-14 Cont ID  
Sent By jleahy Date 2020-09-14 Time 15:35 Rev Time 0.00
Received By jleahy Date 2020-09-14 Time 15:28 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2020-09-02 Cont ID  
Sent By jleahy Date 2020-09-02 Time 13:16 Rev Time 0.00
Received By jleahy Date 2020-09-02 Time 13:06 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-08-18 Cont ID  
Sent By fgiaquin Date 2020-08-18 Time 21:13 Rev Time 0.00
Received By fgiaquin Date 2020-08-18 Time 21:11 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2020-08-01 Cont ID  
Sent By fgiaquin Date 2020-08-01 Time 18:39 Rev Time 0.00
Received By fgiaquin Date 2020-08-01 Time 18:01 Sent To  
Notes
2020-08-01 18:39:13ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE CORRECTIONS FOR PLAN REVIEW COMMENTS IN
 REGARDS TO "PATENT CARE AREAS".
  
 ALL OTHER COMMENTS HAVE BEEN SATISFIED.
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 CODES IN EFFECT:
  
 IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN
 PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE
 11X17 OR SMALLER, YOU MAY RESUBMIT, ALONG WITH A
 COMPLETED RESUBMITTAL FORM, VIA EMAIL TO
 [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT
 NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE
 RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE:
  
 HTTP://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/B
 UILDING-PERMIT-FORMS
  
  
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2017 6TH ED.
 FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 V/R,
  
 FRANK GIAQUINTO III
 ELECTRICAL INSPECTOR
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 [email protected]
 CELL: 561-657-1653
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-06-24 Cont ID  
Sent By jleahy Date 2020-06-24 Time 16:12 Rev Time 0.00
Received By jleahy Date 2020-06-24 Time 12:39 Sent To  
Notes
2020-06-24 16:11:56CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 THIS IS A PATIENT CARE AREA AND SHALL BE WIRED AS SUCH.
 "PATIENT CARE SPACE". SPACE WITHIN A HEALTH CARE
 FACILITY WHEREIN PATIENTS ARE INT NDED TO BE EXAMINED
 OR TREATED.
  
 INFORMATIONAL NOTE NO. 3: GENERAL CARE SPACE INCLUDES
 AREAS SUCH AS PATIENT BEDROOMS, EXAMINING ROOMS,
 TREATMENT ROOMS, CLINICS, AND SIMILAR AREAS WHERE THE
 PATIENT MAY COME INTO CONTACT WITH ELECTROMEDICAL
 DEVICES OR ORDINARY APPLIANCES SUCH AS A NURSE CALL
 SYSTEM, ELECTRIC BEDS, EXAMINING LAMPS, TELEPHONES, AND
 ENTERTAINMENT DEVICES.
  
 NEED A RISER DIAGRAM 215.5
  
 LOAD CALCULATION FOR ALL LOADS IN THE PANEL.
  
 CONDUIT IN GROUND NEED TO BE METAL IF IN THE PATIENT
 CARE AREA PVC IS NOT ALLOWED. 517.13.(A AND B).
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2020-08-12 Cont ID  
Sent By pleduc Date 2020-08-12 Time   Rev Time 0.00
Received By pleduc Date 2020-08-12 Time 12:50 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-07-29 Cont ID  
Sent By pleduc Date 2020-07-29 Time   Rev Time 0.00
Received By pleduc Date 2020-07-29 Time 14:47 Sent To  
Notes
***NONE***
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Rev No 1 Status P Date 2020-06-09 Cont ID  
Sent By pleduc Date 2020-06-09 Time   Rev Time 0.00
Received By pleduc Date 2020-06-09 Time 09:15 Sent To  
Notes
***NONE***
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Rev No 6 Status N Date 2020-09-14 Cont ID  
Sent By jleahy Date 2020-09-14 Time 15:35 Rev Time 0.00
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Notes
***NONE***
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Rev No 5 Status N Date 2020-09-02 Cont ID  
Sent By jleahy Date 2020-09-02 Time 13:17 Rev Time 0.00
Received By jleahy Date 2020-08-20 Time 10:33 Sent To  
Notes
***NONE***
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Rev No 4 Status N Date 2020-08-18 Cont ID  
Sent By fgiaquin Date 2020-08-18 Time 21:13 Rev Time 0.00
Received By fgiaquin Date 2020-08-11 Time 16:35 Sent To  
Notes
***NONE***
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Rev No 3 Status N Date   Cont ID  
Sent By   Date 2020-08-02 Time 09:30 Rev Time 0.00
Received By lmarchan Date 2020-07-15 Time 16:09 Sent To  
Notes
***NONE***
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Rev No 2 Status N Date 2020-07-28 Cont ID  
Sent By lmarchan Date 2020-07-28 Time 14:22 Rev Time 0.00
Received By lmarchan Date 2020-07-15 Time 16:02 Sent To  
Notes
***NONE***
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Rev No 1 Status N Date   Cont ID  
Sent By   Date 2020-06-30 Time   Rev Time 0.00
Received By lmarchan Date 2020-06-08 Time 15:22 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2020-09-10 Cont ID  
Sent By medwards Date 2020-09-10 Time 08:00 Rev Time 0.00
Received By medwards Date 2020-09-10 Time 07:59 Sent To  
Notes
***NONE***
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Rev No 4 Status P Date 2020-08-27 Cont ID  
Sent By medwards Date 2020-08-27 Time 07:14 Rev Time 0.00
Received By medwards Date 2020-08-27 Time 07:11 Sent To  
Notes
***NONE***
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Rev No 3 Status P Date 2020-07-29 Cont ID  
Sent By medwards Date 2020-07-29 Time 07:15 Rev Time 0.00
Received By medwards Date 2020-07-29 Time 07:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-07-27 Cont ID  
Sent By medwards Date 2020-07-27 Time 10:31 Rev Time 0.00
Received By medwards Date 2020-07-27 Time 10:18 Sent To  
Notes
2020-07-27 10:33:24COMMENTS FROM DESIGNER REFERENCE A REVISED M-1 SHEET. I
 DO NOT SEE A REVISED M-1 SHEET IN THIS PACKAGE. PLEASE
 RESUBMIT FOR A 3RD CYCLE REVIEW, PLEASE INCLUDE THE
 ORIGINAL DRAWING AND THE NEW REVISED DRAWING WITH
 CLOUDS INDICATING THE NEW REVISIONS.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-06-23 Cont ID  
Sent By medwards Date 2020-06-23 Time 12:05 Rev Time 0.00
Received By medwards Date 2020-06-23 Time 10:33 Sent To  
Notes
2020-06-23 12:05:571ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20050837
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE TYPE OF BUSINESS THAT IS TO BE
 LEASING THIS TENANT SPACE. THE LIFE SAFETY PLANS
 INDICATE TREATMENT ROOMS. WHAT IS THE INTENDED USE OF
 THESE ROOMS? ARE THERE HAZARDOUS MATERIALS BEING STORED
 IN THIS TENANT SPACE? IF SO, PLEASE PROVIDE INFORMATION
 ON EACH INCLUDING QUANTITIES. FBC FS 107.2.1
  
 2) PLEASE PROVIDE SPECS FOR THE NEW RTU. FBC FS 107.2.1
  
 3) PLEASE PROVIDE CALCULATIONS FOR THE HEATING AND
 COOLING LOADS THAT NOTE 6 IS REFERENCING. FBC EC C403.2
  
 4) AT ANY TIME IS THE CUSTOMER INCAPACITATED DURING
 THEIR VISIT TO THIS TENANT? FBC FS 107.2.1
  
 5) PLEASE SEE BUILDING REVIEWERS? COMMENTS ON THE NEW
 RTU FOR WIND DESIGN AND ROOF ATTACHMENT. FBC FS 107.2.1
  
  
 6) PLEASE IDENTIFY ON THE M SHEET THE LOCATION OF EF-1.
 FBC FS 107.2.1
  
 7) PLEASE EXPLAIN THE EXHAUST SYSTEM IN THE TREATMENT
 ROOMS AND JANITOR?S CLOSET. FBC FS 107.2.1
  
 8) PLEASE LABEL THE SIZE OF THE MAIN EXHAUST DUCT LINE.
 FBC FS 107.2.1
  
 9) PLEASE PROVIDE A SCHEDULE IDENTIFYING WHAT THE
 LETTERS ON THE DRAWING REPRESENT (FOR EXAMPLE LETTERS N
 AND J). FBC FS 107.2.1
  
 10) PLEASE PROVIDE CFM?S AT EACH SUPPLY AND RETURN
 REGISTER. FBC FS 107.2.1
  
 11) PLEASE SHOW HOW THE AIR WILL BE RETURNED TO THE RTU
 FROM THE RECEPTION AREA. FBC FS 107.2.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 6 Status P Date 2020-09-04 Cont ID  
Sent By lcrespo Date 2020-09-04 Time 13:49 Rev Time 0.00
Received By lcrespo Date 2020-09-04 Time 13:56 Sent To  
Notes
2020-09-04 13:58:0209/04/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 5 Status P Date 2020-08-21 Cont ID  
Sent By ccole Date 2020-08-21 Time 10:47 Rev Time 0.00
Received By ccole Date 2020-08-21 Time 07:06 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2020-08-13 Cont ID  
Sent By ccole Date 2020-08-12 Time 14:41 Rev Time 0.00
Received By ccole Date 2020-08-12 Time 12:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-07-29 Cont ID  
Sent By ccole Date 2020-07-29 Time 11:28 Rev Time 0.00
Received By ccole Date 2020-07-29 Time 07:35 Sent To  
Notes
2020-07-29 11:28:473RD REVIEW FBC-2017 PLUMBING
 PERMIT- 20050837
 7/29/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017C
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
 COMMENTS LISTED BELOW FROM THE 1ST AND 2ND REVIEWS HAVE
 NOT BEEN COMPLETELY ADDRESSED. ADDITIONAL NOTES IN
 CAPITAL LETTERS HAVE BEEN PLACED AT THE END OF EACH
 COMMENT FOR FURTHER EXPLANATION OF THE PLAN
 DEFICENCIES.
  
 2) SHEET A3.0: PROVIDE ENLARGED DIMENSIONED TOILET ROOM
 FLOOR PLANS AND DETAILS SHOWING COMPLIANCE WITH THE
 FBC-17 ACCESSIBILITY. (THE ENLARGED DRAWING SHOWS AN
 INCORRECT 48"X66" CLEAR FLOOR SPACE FOR THE WATER
 CLOSET- CLEARANCE AROUND A WATER CLOSET SHALL BE 60
 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM
 THE REAR WALL- 60"X56".)
  
 3B) A3.0: TOE CLEARANCES FOR THE LAVATORY NOT SHOWN -
 SECTION 306. (NOT PROVIDED)
  
 4) A1.0 & A3.0: REFER TO SECTION 211.1.2 FBC ACC, AND
 TABLE 404.3 FBC P. NO FEWER THAN TWO DRINKING FOUNTAINS
 SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH SECTIONS 602.1- 602.6, AND ONE SHALL COMPLY WITH
 602.7. SECTION 602.7 REQUIRES THAT SPOUT OUTLETS FOR
 STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43
 INCHES MAXIMUM FROM THE FINISHED FLOOR. PLEASE PROVIDE:
 A) THE CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR
 FORWARD WHEELCHAIR APPROACH- SECTION 602.2. FBC ACC.
 (CLEAR FLOOR SPACE DIAGRAM ON A1 DOES NOT SHOW
 DIMENSIONS)
 B) KNEE AND TOE CLEARANCES- SECTION 306. (NOT PROVIDED)
  
 5) A1.0 & A3.0: THE NEW BREAKROOM SINK SHALL BE
 INSTALLED IN COMPLIANCE WITH SECTION 606 FBC ACC.
 PROVIDE DRAWINGS AND DETAILS. (CLEAR FLOOR SPACE
 PARALLEL APPROACH DIAGRAM ON A1 DOES NOT SHOW
 DIMENSIONS. A SIDE VIEW ELEVATION DETAIL OF THE
 BREAKROOM SINK SHOWING THE DEPTH OF THE COUNTER IS
 REQUIRED FOR REACH RANGE TO FAUCET COMPLIANCE- SECTIONS
 308 & 309 FBC ACC.)
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. (RESPONSE LETTER NOT PROVIDED.)
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-07-24 Cont ID  
Sent By ccole Date 2020-07-24 Time 08:16 Rev Time 0.00
Received By ccole Date 2020-07-23 Time 16:54 Sent To  
Notes
2020-07-24 08:16:522ND REVIEW FBC-2017 PLUMBING
 PERMIT- 20050837
 7/24/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017C
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
 BASED ON THE COMMENT RESPONSE NARRATIVE FROM BACH
 ENGINEERS IT APPEARS THAT SOME OF THE CORRECTED PLANS
 WERE NOT UPLOADED FOR REVIEW. COMMENTS LISTED BELOW
 FROM THE 1ST REVIEW STILL EXIST. ADDITIONAL NOTES IN
 CAPITOL LETTERS HAVE BEEN ADDED.
  
 1) PROVIDE PLUMBING FIXTURE CALCULATIONS IN ACCORDANCE
 WITH TABLE 403.3 FBC P. PROVIDE A SCHEDULE OR TABLE ON
 THE PLAN THAT INDICATES THE REQUIRED AND PROVIDED
 PLUMBING FIXTURES. (CALCULATIONS AND FIXTURE SCHEDULE
 NOT PROVIDED.)
  
 2) SHEET A3.0: PROVIDE ENLARGED DIMENSIONED TOILET ROOM
 FLOOR PLANS AND DETAILS SHOWING COMPLIANCE WITH THE
 FBC-17 ACCESSIBILITY. (THE ENLARGED DRAWING SHOWS AN
 INCORRECT CLEAR FLOOR SPACE FOR THE WATER CLOSET, CLEAR
 FLOOR SPACE DIMESNIONS AT LAV NOT SHOWN, TURNING CIRCLE
 DIAMETER NOT SHOWN).
  
 A) CLEAR FLOOR SPACE DIMENSIONS FOR THE WATER CLOSETS-
 SECTION 604.3. (INCORRECT)
  
 B) CLEAR FLOOR SPACE DIMENSIONS FOR THE LAVATORIES-
 SECTION 606.2. (NOT PROVIDED)
  
 C) TURNING SPACE DIAMETERS- SECTION 304.3. (NOT
 PROVIDED)
  
 3) A3.0- PROVIDE THESE CORRECTIONS:
 A) THE HEIGHT OF THE WATER CLOSET SEAT SHALL BE 17-19"
 MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE
 SEAT- SECTION 604.4 FBC ACC. THE DRAWING SHOWS THE
 DIMENSION AT THE BOTTOM OF THE SEAT. (INCORRECT-
 DRAWING SHOWS THE DIMENSION TO THE RIM OF THE WATER
 CLOSET NOT THE SEAT.)
  
 B) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORIES-
 SECTION 306. (NOT PROVIDED)
  
 D) THE HEIGHT OF THE GRAB BARS SHALL BE 33" MINIMUM TO
 36" MAXIMUM ABOVE THE FINISHED FLOOR- SECTION 604.5 FBC
 ACC. THE DRAWING SHOWS THE DIMENSIONS AT THE CENTER OF
 THE BAR. (DIMENSIONS ARE SHOWN TO THE CENTERLINES OF
 THE BARS AND NOT TO THE TOPS OF THE GRIPPING SURFACES
 AS REQUIRED BY SECTION 609.4 FBC ACC.)
  
 4) A1.0 & A3.0: REFER TO SECTION 211.1.2 FBC ACC, AND
 TABLE 404.3 FBC P. NO FEWER THAN TWO DRINKING FOUNTAINS
 SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH SECTIONS 602.1- 602.6, AND ONE SHALL COMPLY WITH
 602.7. SECTION 602.7 REQUIRES THAT SPOUT OUTLETS FOR
 STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43
 INCHES MAXIMUM FROM THE FINISHED FLOOR. PLEASE PROVIDE:
 (NOT PROVIDED)
 A) THE CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR
 FORWARD WHEELCHAIR APPROACH- SECTION 602.2. FBC ACC.
 B) KNEE AND TOE CLEARANCES- SECTION 306.
 C) SPOUT HEIGHT AND SPOUT LOCATION- SECTION 602.4 AND
 602.5.
 D) MANEUVERING CLEARANCES AT THE DOORWAYS BY THE
 DRINKING FOUNTAINS- FIGURE 404.2.4.1.
 E) COMPLIANCE WITH PROTRUDING OBJECTS- SECTION 307.2
  
 5) A1.0 & A3.0: THE NEW BREAKROOM SINK SHALL BE
 INSTALLED IN COMPLIANCE WITH SECTION 606 FBC ACC.
 PROVIDE DRAWINGS AND DETAILS. (NOT PROVIDED)
  
 6) P1.0: TEMPERED WATER IS REQUIRED AT THE LAVATORIES-
 SECTION 416.5 FBC P. PLEASE INDICATE HOW THIS
 REQUIREMENT WILL BE MET. PLEASE NOTE THAT TEMPERATURE
 LIMITING DEVICES SHALL CONFORM TO ASSE 1070- SECTION
 607.1.2 FBC P. (NOT PROVIDED)
  
 7) SHEET P1.0: PROVIDE A PLUMBING FIXTURE AND DEVICE
 SCHEDULE- SECTION 107.2.1 WPB. (NOT PROVIDED)
  
 8) P1.0: PROVIDE AN EQUIPMENT SCHEDULE FOR THE WATER
 HEATER INDICATING MAKE AND MODEL, ELECTRICAL DATA, GPM
 FLOW RATE ETC., AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS- SECTION 502.1 FBC P. (NOT PROVIDED)
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-06-30 Cont ID  
Sent By ccole Date 2020-06-30 Time 14:41 Rev Time 0.00
Received By ccole Date 2020-06-26 Time 08:31 Sent To  
Notes
2020-06-30 14:43:021ST REVIEW FBC-2017 PLUMBING
 PERMIT- 20050837
 6/30/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE PLUMBING FIXTURE CALCULATIONS IN ACCORDANCE
 WITH TABLE 403.3 FBC P. PROVIDE A SCHEDULE OR TABLE ON
 THE PLAN THAT INDICATES THE REQUIRED AND PROVIDED
 PLUMBING FIXTURES.
  
 2) SHEET A3.0: PROVIDE ENLARGED DIMENSIONED TOILET ROOM
 FLOOR PLANS AND DETAILS SHOWING COMPLIANCE WITH THE
 FBC-17 ACCESSIBILITY.
 A) CLEAR FLOOR SPACE DIMENSIONS FOR THE WATER CLOSETS-
 SECTION 604.3.
 B) CLEAR FLOOR SPACE DIMENSIONS FOR THE LAVATORIES-
 SECTION 606.2.
 C) TURNING SPACE DIAMETERS- SECTION 304.3.
 D) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE WALLS
 OR PARTITIONS- SECTION 604.2.
  
 3) A3.0- PROVIDE THESE CORRECTIONS:
 A) THE HEIGHT OF THE WATER CLOSET SEAT SHALL BE 17-19"
 MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE
 SEAT- SECTION 604.4 FBC ACC. THE DRAWING SHOWS THE
 DIMENSION AT THE BOTTOM OF THE SEAT.
 B) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORIES-
 SECTION 306.
 D) THE HEIGHT OF THE GRAB BARS SHALL BE 33? MINIMUM TO
 36? MAXIMUM ABOVE THE FINISHED FLOOR- SECTION 604.5 FBC
 ACC. THE DRAWING SHOWS THE DIMENSIONS AT THE CENTER OF
 THE BAR.
  
 4) A1.0 & A3.0: REFER TO SECTION 211.1.2 FBC ACC, AND
 TABLE 404.3 FBC P. NO FEWER THAN TWO DRINKING FOUNTAINS
 SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH SECTIONS 602.1- 602.6, AND ONE SHALL COMPLY WITH
 602.7. SECTION 602.7 REQUIRES THAT SPOUT OUTLETS FOR
 STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43
 INCHES MAXIMUM FROM THE FINISHED FLOOR. PLEASE PROVIDE:
 A) THE CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR
 FORWARD WHEELCHAIR APPROACH- SECTION 602.2. FBC ACC.
 B) KNEE AND TOE CLEARANCES- SECTION 306.
 C) SPOUT HEIGHT AND SPOUT LOCATION- SECTION 602.4 AND
 602.5.
 D) MANEUVERING CLEARANCES AT THE DOORWAYS BY THE
 DRINKING FOUNTAINS- FIGURE 404.2.4.1.
 E) COMPLIANCE WITH PROTRUDING OBJECTS- SECTION 307.2
  
 5) A1.0 & A3.0: THE NEW BREAKROOM SINK SHALL BE
 INSTALLED IN COMPLIANCE WITH SECTION 606 FBC ACC.
 PROVIDE DRAWINGS AND DETAILS.
  
 6) P1.0: TEMPERED WATER IS REQUIRED AT THE LAVATORIES-
 SECTION 416.5 FBC P. PLEASE INDICATE HOW THIS
 REQUIREMENT WILL BE MET. PLEASE NOTE THAT TEMPERATURE
 LIMITING DEVICES SHALL CONFORM TO ASSE 1070- SECTION
 607.1.2 FBC P.
  
 7) SHEET P1.0: PROVIDE A PLUMBING FIXTURE AND DEVICE
 SCHEDULE- SECTION 107.2.1 WPB.
  
 8) P1.0: PROVIDE AN EQUIPMENT SCHEDULE FOR THE WATER
 HEATER INDICATING MAKE AND MODEL, ELECTRICAL DATA, GPM
 FLOW RATE ETC., AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS- SECTION 502.1 FBC P.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2020-09-10 Cont ID  
Sent By medwards Date 2020-09-10 Time 07:59 Rev Time 0.00
Received By medwards Date 2020-09-10 Time 07:59 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2020-08-26 Cont ID  
Sent By medwards Date 2020-08-26 Time 07:30 Rev Time 0.00
Received By medwards Date 2020-08-26 Time 07:27 Sent To  
Notes
2020-08-26 07:30:22SHEETS M-1, E-1, P-1: THE ENGINEER CANNOT SELF VERIFY.
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 IS REQUIRED TO BE SIGNED AND SEALED BY THE PERSON
 RESPONSIBLE FOR THE DESIGN. A DIGITAL PLAN REQUIRES A
 DIGITAL SIGNATURE WITH THE PROPER THIRD PARTY
 VERIFICATION. PROVIDE CORRECTION. ALTERNATIVELY, A
 SIGNED/SEALED PAPER SET MAY BE SUPPLIED TO THE BUILDING
 DEPARTMENT WHEN ALL TRADES ARE APPROVED. WPB FBC 107.1;
 FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2020-08-13 Cont ID  
Sent By jwitmer Date 2020-08-13 Time 15:12 Rev Time 0.00
Received By jwitmer Date 2020-08-13 Time 15:01 Sent To  
Notes
2020-08-13 15:11:26SHEETS NOT DIGITALLY SIGNED AND SEALED, M1.0, E-1.0,
 P-1.0 ID1.0 & ID2.0.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 DIGITALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-07-29 Cont ID  
Sent By medwards Date 2020-07-29 Time 07:23 Rev Time 0.00
Received By medwards Date 2020-07-29 Time 07:15 Sent To  
Notes
2020-07-29 07:25:27PLEASE SEE 1ST CYCLE SIGNATURE REVIEW COMMENTS. THE E
 SHEET, P SHEET AND ID SHEETS NEED TO BE DIGITALLY
 SIGNED AND SEALED BY THE RESPONSIBLE DESIGNER.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-06-23 Cont ID  
Sent By medwards Date 2020-06-23 Time 12:08 Rev Time 0.00
Received By medwards Date 2020-06-23 Time 12:06 Sent To  
Notes
2020-06-23 12:11:45PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 IS REQUIRED TO BE SIGNED AND SEALED BY THE PERSON
 RESPONSIBLE FOR THE DESIGN. A DIGITAL PLAN REQUIRES A
 DIGITAL SIGNATURE WITH THE PROPER THIRD PARTY
 VERIFICATION. PROVIDE CORRECTION. ALTERNATIVELY, A
 SIGNED/SEALED PAPER SET MAY BE SUPPLIED TO THE BUILDING
 DEPARTMENT WHEN ALL TRADES ARE APPROVED. WPB FBC 107.1;
 FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  


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