Plan Review Details - Permit 17051057
Plan Review Stops For Permit 17051057
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-10-20 Cont ID  
Sent By jwitmer Date 2017-10-20 Time 07:45 Rev Time 0.00
Received By jwitmer Date 2017-10-20 Time 07:01 Sent To  
Notes
2017-10-20 07:47:45BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17051057
 ADD: 4300 MILLER AVE.
 CONT: CANO INC.
 TEL:561-543-1290
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. OCT. 20/ 2017
 ACTION: DENIED
  
 BUILDING # 3/ OFFICE.
  
 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) 2ND REQUEST. RESPONSE ACKNOWLEDGED WILL BE SIGNED BY
 OWNER. PLEASE NOTE THE OWNER OF 4300 MILLER AVE. WILL
 NEED TO SIGN THE PERMIT APPLICATION. THE PALM BEACH
 COUNTY PROPERTY APPRAISERS OFFICE LIST TC & MARILYN
 DALESSANDRO AS THE OWNERS. 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION
 105.1 PERMIT REQUIRED.
  
 2) 2ND REQUEST. RESPONSE ACKNOWLEDGED SURVEY WILL BE
 SUBMITTED BY OWNER. PLEASE PROVIDE A SURVEY FOR THIS
 LOT IT APPEARS THE BUILDING IS CLOSER THAN 3 FEET TO
 THE PROPERTY LINE. IT APPEARS THE BUILDING MAYBE ON THE
 PROPERTY LINE SEE PALM BEACH COUNTY PROPERTY APPRAISERS
 OFFICE MAP. THE EXTERIOR WALL ADJACENT TO THE PROPERTY
 LINE WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B TABLE
 602, 1 HOUR FIRE RATING.
  
 3) COMPLIED. SHEET A-103 SHOWS WASHER AND DRYERS.
  
 4) COMPLIED. SHEET A403 DETAIL # 6 IS FOR THE
 ACCESSIBLE RESTROOM .
  
 5) 2ND REQUEST OWNER TO PROVIDE SITE PLAN. SHEET A103
 THE FLOOR PLAN DOES NOT INDICATE IF THE 2 ENTRIES INTO
 THE BUILDING ARE LEVEL WITH THE EXTERIOR OF THE
 BUILDING AND COMPLYING WITH 2014 FBC-ACCESS. CODE 402.2
 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR
 MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH
 A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS,
 CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND
 PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE
 SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF
 CHAPTER 4 AND 208.3.1.
  
 6) 2ND REQUEST. OWNER TO PROVIDE SITE PLAN. PLEASE
 SUBMIT A SITE PLAN AND SHOW COMPLIANCE WITH AN
 ACCESSIBLE PARKING SPACE AND ACCESS AISLE WHERE THE
 OCCUPANT WILL BE ABLE TO TRAVEL FROM THE VEHICLE TO THE
 FRONT ENTRY. ACCESS. CODE 502.2 VEHICLE SPACES. EACH
 PARKING SPACE MUST BE AT LEAST 12 FEET (3658 MM) WIDE,
 SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN
 ADJACENT ACCESS AISLE COMPLYING WITH 502.3.
  
 7) 2ND REQUEST. RESPONSE INDICATES DISCUSSION WITH
 STRUCTURAL ENGINEER, WE WILL NEED A SIGNED AND SEALED
 LETTER FOR THE STRUCTURAL ANALYSIS FOR THE OPENING OF
 THE ROOF DECK, AND IF REINFORCEMENT IS NECESSARY, HOW
 THE ROOF TOP CURB WILL BE ATTACHED TO THE ROOF DECK AND
 THE ROOF TOP UNIT TO THE CURB.
 COMPUTER CALCULATIONS FOR WIND DESIGN, MWFRS AND
 COMPONENTS AND CLADDING WERE SUBMITTED BY LARRY VAN
 DYK, WHO IS THIS THE CALCULATIONS ARE NOT SIGNED NOR
 SEALED.
 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER SHEET WITH
 LISTED PAGES OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET.
  
 1ST ROUND OF COMMENTS. SHEET A-501 DETAIL # 9 NEW CURB
 AT EXISTING ROOF. THIS APPEARS TO BE A NEW ROOF TOP
 OPENING THAT WILL BE CUT INTO THE CONCRETE ROOF DECK.
 THERE IS NO DETAILS AS TO REQUIRED REINFORCEMENT NOR
 LOCATION IN REGARDS TO THE CONCRETE JOIST. THE DETAIL
 WILL ALSO NEED TO PROVIDE A WIND ANALYSIS FOR THE
 ANCHORING OF THE CURB TO THE ROOF DECK AS WELL AS THE
 RTU TO THE CURB. 2014 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.
  
 7A) NEW COMMENT. SUBMITTED MIAMI-DADE NOA 12-0327.02
 EXPIRED 06/28/2017 SUBMIT SUPERSEDED NOA.
  
 7B) NEW COMMENT. THE ROOF TOP A/C STAND PRODUCT
 APPROVAL A MIAMI-DADE NOA # 12-0327.02 WAS SUBMITTED,
 PROVIDE SUPERSEDED NOA, THIS ONE IS EXPIRED, NEEDS TO
 BE REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY
 THE FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE
 VIEW) OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON
 STAND, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES, ANCHORS AND UPLIFT VERSES MOMENT FOR THE
 UNIT TO THE STAND AND THE STAND TO THE ROOF. THE
 PRODUCT APPROVAL IS TO BE REVIEWED BY THE DESIGNER OF
 RECORD, APPROVED BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT.
  
 7C) NEW COMMENT. ATTACHED WITH THE NEW PRODUCT APPROVAL
 FOR THE ROOF TOP A/C STAND IS A CARRIER ATTACHMENT
 DETAIL BY ROBERT SAMARA P.E. PLEASE NOTE THIS SIGNED
 AND SEALED DOCUMENT IS DATED 11/11/15. THIS SEEMS TO BE
 A GENERIC DETAIL. THE SEAL IS MINIATURIZED AND A COPY
 OF SIGNATURE.
 61G15-23.001 ENGINEERS SEALS ACCEPTABLE TO THE BOARD.
 SAID SEAL SHALL BE A MINIMUM OF 1 7/8 INCHES IN
 DIAMETER, TO SAY LICENSE NOT CERTIFICATE. ALL ENGINEERS
 MUST BE UTILIZING SAID SEAL NO LATER THAN JANUARY 1,
 2006.
 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED
 BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE:
 NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR,
 THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE
 NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER
 OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER
 IS PRACTICING (471.025 F.S. AND 471.023 F.S.).
  
 7D) NEW COMMENT. MIAMI-DADE NOA 15-0923.04 RUSKIN
 ALUMINUM LOVER HAS NOT BEEN REVIEWED BY THE DESIGNER OF
 RECORD. W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 195
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-05-31 Cont ID  
Sent By jwitmer Date 2017-05-31 Time 15:06 Rev Time  
Received By jwitmer Date 2017-05-31 Time 11:55 Sent To  
Notes
2017-05-31 15:06:08BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17051057
 ADD: 4300 MILLER AVE.
 CONT: CANO INC.
 TEL:561-543-1290
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. MAY 31/ 2017
 ACTION: DENIED
  
 BUILDING # 3/ OFFICE.
  
 1) PLEASE NOTE THE OWNER OF 4300 MILLER AVE. WILL NEED
 TO SIGN THE PERMIT APPLICATION. THE PALM BEACH COUNTY
 PROPERTY APPRAISERS OFFICE LIST TC & MARILYN
 DALESSANDRO AS THE OWNERS. 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION
 105.1 PERMIT REQUIRED.
  
 2)PLEASE PROVIDE A SURVEY FOR THIS LOT IT APPEARS THE
 BUILDING IS CLOSER THAN 3 FEET TO THE PROPERTY LINE. IT
 APPEARS THE BUILDING MAYBE ON THE PROPERTY LINE SEE
 PALM BEACH COUNTY PROPERTY APPRAISERS OFFICE MAP. THE
 EXTERIOR WALL ADJACENT TO THE PROPERTY LINE WILL NEED
 TO SHOW COMPLIANCE WITH 2014 FBC-B TABLE 602, 1 HOUR
 FIRE RATING.
  
 3) SHEET A-103 SHOWS (3) STACKED WASHER AND DRYERS.
 PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE:
 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE
 OR MORE OF THE REACH RANGES SPECIFIED IN 308.
  
 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH
 ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,
 PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED
 TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.
  
 4) SHEET A403 DETAIL # 6 IS FOR THE ACCESSIBLE RESTROOM
 PLEASE SHOW COMPLIANCE WITH;
 4A) DETAIL # 6 DOES NOT SHOW THE GRAB BARS AT THE WATER
 CLOSET.
 REAR WALL 604.5.2. ACCESS. CODE.
 SIDE WALL 604.5.1. SIDE WALL.
  
 4B) DETAIL # 6 NOTE R10 INDICATES THE INSTALLATION OF A
 18X36 INCH MIRROR/ S/S FRAME, THE BOTTOM OF THE FRAME
 40 INCHES AFF MAXIMUM. 2014 FBC-ACCESS. CODE 603.3
 MIRRORS REQUIRES THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR.
  
 5) SHEET A103 THE FLOOR PLAN DOES NOT INDICATE IF THE 2
 ENTRIES INTO THE BUILDING ARE LEVEL WITH THE EXTERIOR
 OF THE BUILDING AND COMPLYING WITH 2014 FBC-ACCESS.
 CODE 402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST
 OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING
 SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20,
 DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES,
 ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN
 ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE
 REQUIREMENTS OF CHAPTER 4 AND 208.3.1.
  
 6) PLEASE SUBMIT A SITE PLAN AND SHOW COMPLIANCE WITH
 AN ACCESSIBLE PARKING SPACE AND ACCESS AISLE WHERE THE
 OCCUPANT WILL BE ABLE TO TRAVEL FROM THE VEHICLE TO THE
 FRONT ENTRY. ACCESS. CODE 502.2 VEHICLE SPACES. EACH
 PARKING SPACE MUST BE AT LEAST 12 FEET (3658 MM) WIDE,
 SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN
 ADJACENT ACCESS AISLE COMPLYING WITH 502.3.
  
 7) SHEET A-501 DETAIL # 9 NEW CURB AT EXISTING ROOF.
 THIS APPEARS TO BE A NEW ROOF TOP OPENING THAT WILL BE
 CUT INTO THE CONCRETE ROOF DECK. THERE IS NO DETAILS AS
 TO REQUIRED REINFORCEMENT NOR LOCATION IN REGARDS TO
 THE CONCRETE JOIST. THE DETAIL WILL ALSO NEED TO
 PROVIDE A WIND ANALYSIS FOR THE ANCHORING OF THE CURB
 TO THE ROOF DECK AS WELL AS THE RTU TO THE CURB. 2014
 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.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-10-24 Cont ID  
Sent By jpearson Date 2017-10-24 Time 10:45 Rev Time 0.00
Received By jpearson Date 2017-10-24 Time 10:45 Sent To Z
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-06-05 Cont ID  
Sent By jpearson Date 2017-06-05 Time 08:03 Rev Time 0.00
Received By jpearson Date 2017-06-05 Time 08:03 Sent To  
Notes
2017-06-05 08:05:42CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW COMMENTS:
  
 1. ADDRESS FOR PROJECT IS NOT LISTED ON THE ELECTRICAL
 PLANS. PLEASE LIST ADDRESS ON PLANS AND RESUBMIT. FBC
 107.2.1
  
 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.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-10-13 Cont ID  
Sent By pleduc Date 2017-10-13 Time   Rev Time 0.00
Received By pleduc Date 2017-10-13 Time 09:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-06-01 Cont ID  
Sent By pleduc Date 2017-06-01 Time   Rev Time 0.00
Received By pleduc Date 2017-05-31 Time 16:17 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2017-06-08 Cont ID  
Sent By gjohnson Date 2017-06-08 Time 13:57 Rev Time 0.00
Received By gjohnson Date 2017-06-08 Time 13:57 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-10-27 Cont ID  
Sent By cpuell Date 2017-10-27 Time 10:44 Rev Time 0.00
Received By cpuell Date 2017-10-10 Time 15:57 Sent To  
Notes
2017-10-11 15:57:52C07
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-06-08 Cont ID  
Sent By gjohnson Date 2017-06-08 Time 14:14 Rev Time 0.00
Received By gjohnson Date 2017-05-23 Time 15:30 Sent To  
Notes
2017-05-24 15:30:18C21
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-05-31 Cont ID  
Sent By jwitmer Date 2017-05-31 Time 14:50 Rev Time  
Received By jwitmer Date 2017-05-31 Time 11:55 Sent To  
Notes
2017-05-31 14:50:29IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-10-20 Cont ID  
Sent By ccole Date 2017-10-20 Time 14:19 Rev Time 0.00
Received By ccole Date 2017-10-20 Time 14:19 Sent To  
Notes
2017-10-20 14:26:551ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17051057
 10/20/2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE SUBMITTED S-1 ENGINEERING SHEET FOR THE CARRIER
 CHASISS APPEARS TO BE PART OF A MIAMI-DADE NOA. PLEASE
 SUBMIT THE ENTIRE NOA INCLUDING THE COVER SHEET. IF
 THIS IS NOT PART OF AN NOA THEN AN ORIGINAL SIGNATURE
 AND SEAL BY THE ENGINEER IS REQUIRED- SECTION
 61G15-23.002 FAC.
  
 2) THE WIND LOAD CALCULATIONS BY LARRY VAN DYK REQUIRE
 AN ENGINEER'S SEAL AND SIGNATURE PER SECTION 1609
 FBC-14 BUILDING AND FLORIDA STATUTE 471.
  
 3) PLEASE SHOW THE LOCATION OF THE AC STAND AND WHICH
 AC CONDENSER IS BEING MOUNTED TO IT.
  
 4) THE RETURN TRANSFER DUCT FROM THE LAUNDRY ROOM TO
 THE CORRIDOR IS PROHIBITED PER SECTION 601.2- CORRIDORS
 CANNOT BE USED TO RETURN AIR
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-05-30 Cont ID  
Sent By ccole Date 2017-05-30 Time 17:04 Rev Time 0.00
Received By ccole Date 2017-05-30 Time 16:49 Sent To  
Notes
2017-05-30 17:19:331ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17051057
 5/30/17
  
 RESULTS: DENIED.
  
 1) THE SUBMITTED ENERGYGAUGE SUMMIT@FLA/COM-2010, FORM
 506-2010 IS OUTDATED. PLEASE SUBMIT TWO COPIES OF THE
 FLA/COM-2015 VERSION WITH THE CERTIFICATIONS AND
 MANDATORY REQUIREMENTS CHECKLISTS COMPLETED.
  
 2) A DUCT SMOKE DETECTOR IS REQUIRED IN THE RETURN AIR
 SYSTEM OF RTU-1, UNLESS MANUFACTURER'S DATA INDICATES
 THAT THE SYSTEM CANNOT PRODUCE OVER 2000 CFMS OF SUPPLY
 AIR.
  
 3) PROVIDE COMPLETE ENGINEERING AND THE WIND DESIGN
 CRITERIA FOR INSTALLATION OF THE RTU. PLEASE INCLUDE
 ANCHORING DETAILS FOR ATTACHING THE CURB TO THE ROOF
 STRUCTURE AND THE RTU TO THE CURB.
  
 4) SUBMIT THE NOA FOR THE LOUVERS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-10-17 Cont ID  
Sent By gjohnson Date 2017-10-17 Time 18:19 Rev Time 0.00
Received By gjohnson Date 2017-10-17 Time 18:19 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-06-08 Cont ID  
Sent By gjohnson Date 2017-06-08 Time 13:59 Rev Time 0.00
Received By gjohnson Date 2017-06-06 Time 16:24 Sent To  
Notes
2017-06-08 14:14:061ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. A WATER FOUNTAIN AND SERVICE SINK ARE REQUIRED FOR
 THIS CHANGE OF OCCUPANCY. PER FBC PL TABLE 403.1
  
 2. PLEASE SHOW COMPLIANCE BATHROOMS AND CONFERENCE ROOM
 SINK WITH THE FOLLOWING PER FBC ACC
 A) 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES (890 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
 B) 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
 C) 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
 D) 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE,
 E) 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48
 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND
 SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL
 NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES
 NOT ALLOW CONTINUOUS PAPER FLOW.
 F) 604.4 SEATS.
 THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.
 G) 606.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 H) 604.8.1.1 SIZE.
 WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES
 (1525 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE
 SIDE WALL, AND 56 INCHES (1420 MM) DEEP MINIMUM FOR
 WALL HUNG WATER CLOSETS AND 59 INCHES (1500 MM) DEEP
 MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED
 PERPENDICULAR TO THE REAR WALL. WHEELCHAIR ACCESSIBLE
 COMPARTMENTS FOR CHILDREN?S USE SHALL BE 60 INCHES
 (1525 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE
 SIDE WALL, AND 59 INCHES (1500 MM) DEEP MINIMUM FOR
 WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED
 PERPENDICULAR TO THE REAR WALL.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2017-10-27 Cont ID  
Sent By llouie Date 2017-10-27 Time   Rev Time 0.00
Received By llouie Date 2017-10-26 Time 14:43 Sent To I
Notes
2017-10-27 09:27:05** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) NEED UPDATED SURVEY OF THE PROPERTY. [6/2/17 REPEAT
 COMMENT]
  
 2.) MORE INFORMATION IS NEEDED ON THE CHANGE OF USE
 (I.E. WHAT IS THE EXISTING USE ON THE PROPERTY AND WHAT
 IS THE USE BEING CONVERTED TO?). PLEASE ADDRESS.
 [DOCUMENTS PROVIDED IN THE RESUBMITTAL PACKET INDICATE
 THAT THE PROPOSED BUILDING USE IS AN EXPANSION OF THE
 DETOX FACILITY THAT WAS APPROVED BY ZBA FINAL ORDER
 3338. AN EXPANSION TO THE USE IS NOT ALLOWED UNLESS
 APPROVED BY A CLASS B SPECIAL USE PERMIT.] [6/2/17
 REPEAT COMMENT]
  
 3.) A SITE PLAN SHOWING MEANS OF VEHICULAR/PEDESTRIAN
 ACCESS TO AND FROM THE SITE, LOCATION AND SCREENING OF
 ALL GARBAGE RECEPTACLES, THE LAYOUT AND LOCATION OF ALL
 OFF-STREET PARKING, LOADING AND OTHER VEHICULAR USE
 AREAS, INCLUDING WHERE APPLICABLE, THE DISTANCE FROM
 THE PRINCIPAL USES, ETC. IS REQUIRED WITH THIS
 SUBMITTAL FOR THE CHANGE OF USE. [6/2/17 REPEAT
 COMMENT]
  
 4.) THE SITE PLAN, ARCHITECTURE PLANS, ETC. SHOULD ONLY
 SHOW THE SUBJECT PROPERTY AND NOT INCLUDE ANY OTHER
 BUILDINGS ON ANOTHER PROPERTY. [6/2/17 REPEAT COMMENT]
  
 NOTES:
  
 * ZONE: GC
  
 * CHANGE OF USE FROM WAREHOUSE (PAPA) TO OFFICE USE.
  
 *EXISTING WAREHOUSE BUILDING B. 1970S. (PAPA)
  
 * REVISION MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2017-06-02 Cont ID  
Sent By llouie Date 2017-06-02 Time   Rev Time  
Received By llouie Date 2017-06-02 Time   Sent To  
Notes
2017-06-02 11:35:56** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) NEED UPDATED SURVEY OF THE PROPERTY.
  
 2.) MORE INFORMATION IS NEEDED ON THE CHANGE OF USE
 (I.E. WHAT IS THE EXISTING USE ON THE PROPERTY AND WHAT
 IS THE USE BEING CONVERTED TO?). PLEASE ADDRESS.
  
 3.) A SITE PLAN SHOWING MEANS OF VEHICULAR/PEDESTRIAN
 ACCESS TO AND FROM THE SITE, LOCATION AND SCREENING OF
 ALL GARBAGE RECEPTACLES, THE LAYOUT AND LOCATION OF ALL
 OFF-STREET PARKING, LOADING AND OTHER VEHICULAR USE
 AREAS, INCLUDING WHERE APPLICABLE, THE DISTANCE FROM
 THE PRINCIPAL USES, ETC. IS REQUIRED WITH THIS
 SUBMITTAL FOR THE CHANGE OF USE.
  
 4.) THE SITE PLAN, ARCHITECTURE PLANS, ETC. SHOULD ONLY
 SHOW THE SUBJECT PROPERTY AND NOT INCLUDE ANY OTHER
 BUILDINGS ON ANOTHER PROPERTY.
  
 NOTES:
  
 * ZONE: GC
  
 * CHANGE OF USE FROM WAREHOUSE (PAPA) TO OFFICE USE.
  
 *EXISTING WAREHOUSE BUILDING B. 1970S. (PAPA)
  
 * REVISION MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  


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