Plan Review Details - Permit 19120592
Plan Review Stops For Permit 19120592
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2020-03-12 Cont ID  
Sent By jwitmer Date 2020-03-12 Time 07:54 Rev Time 0.00
Received By jwitmer Date 2020-03-12 Time 07:54 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2020-02-19 Cont ID  
Sent By jwitmer Date 2020-02-19 Time 14:08 Rev Time 0.00
Received By jwitmer Date 2020-02-19 Time 14:08 Sent To  
Notes
2020-02-19 14:08:49REVIEW ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-01-14 Cont ID  
Sent By jwitmer Date 2020-01-14 Time 06:52 Rev Time 0.00
Received By jwitmer Date 2020-01-13 Time 14:57 Sent To  
Notes
2020-01-13 15:17:08ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-03-12 Cont ID  
Sent By jwitmer Date 2020-03-12 Time 07:53 Rev Time 0.00
Received By jwitmer Date 2020-03-12 Time 07:32 Sent To  
Notes
2020-03-12 07:53:452017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19120592
 ADD: 505 S. FLAGLER DR. / 2ND FLOOR & BRIDGE
 CONT: ANDERSON-MOORE CONSTRUCTION CORP.
 TEL: 561-348-4805
 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: THURS. MARCH 12TH/ 2020
 ACTION: BUILDING PROVISO
  
 DEFERRED SUBMITTALS W. P. B. ADMINISTRATIVE CODE
 107.3.4.2.
 2017 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)(B) WINDOWS & MULLIONS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 DEFERRED SUBMITTALS W. P. B. ADMINISTRATIVE CODE
 107.3.4.2.
 ROOFING: 1609.6.4.4.1 COMPONENTS & CLADDING. FOR ALL
 ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1.
 REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF ENHANCED
 FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE
 SHEET AS CALCULATED IN COMPLIANCE WITH ROOFING
 APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA
 REGISTERED PROFESSIONAL
 ENGINEER OR REGISTERED ARCHITECT.
  
 JAMES A. WITMER BN, PX, 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 P Date 2020-02-19 Cont ID  
Sent By jwitmer Date 2020-02-19 Time 14:08 Rev Time 0.00
Received By jwitmer Date 2020-02-19 Time 13:12 Sent To  
Notes
2020-02-19 14:07:492017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19120592
 ADD: 505 S. FLAGLER DR. / 2ND FLOOR & BRIDGE
 CONT: ANDERSON-MOORE CONSTRUCTION CORP.
 TEL: 561-348-4805
 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: WED. FEB. 19TH/ 2020
 ACTION: BUILDING PROVISO
  
 DEFERRED SUBMITTALS W. P. B. ADMINISTRATIVE CODE
 107.3.4.2.
 2017 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)(B) WINDOWS & MULLIONS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 DEFERRED SUBMITTALS W. P. B. ADMINISTRATIVE CODE
 107.3.4.2.
 ROOFING: 1609.6.4.4.1 COMPONENTS & CLADDING. FOR ALL
 ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1.
 REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF ENHANCED
 FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE
 SHEET AS CALCULATED IN COMPLIANCE WITH ROOFING
 APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA
 REGISTERED PROFESSIONAL
 ENGINEER OR REGISTERED ARCHITECT.
  
 JAMES A. WITMER BN, PX, 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 2020-01-14 Cont ID  
Sent By jwitmer Date 2020-01-14 Time 12:28 Rev Time 0.00
Received By jwitmer Date 2020-01-13 Time 14:57 Sent To  
Notes
2020-01-14 12:28:552017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19120592
 ADD: 505 S. FLAGLER DR. / 2ND FLOOR & BRIDGE
 CONT: ANDERSON-MOORE CONSTRUCTION CORP.
 TEL: 561-348-4805
 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: TUES. JAN. 14TH/ 2020
 ACTION: DENIED
  
 1) THE LIFE SAFETY SHEET, ALS1.1:
  
 1A) UNDER THE HEADING CODE ANALYSIS IS MISSING THE
 TOTAL OCCUPANT LOAD FOR THIS FLOOR (1ST FLOOR). 2017
 FBC-B TABLE 1004.1.2. PLEASE UPDATE THE LIFE SAFETY
 SHEET.
  
 1B) THE DEMOLITION SHEET SHOWS IN THE RESTROOM ONE
 PLUMBING FIXTURE (WATER CLOSET/ URINAL) IS BEING
 ELIMINATED. THIS REVIEW THERE IS NO OCCUPANT LOAD
 PROVIDED FOR THE 1ST FLOOR. ONCE THE OCCUPANT LOAD IS
 KNOWN PLEASE REVIEW IN THE 2017 FBC-B TABLE 2902.1 THE
 REQUIRED MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
 AND THEN PLEASE PROVIDE THE FIXTURE CALCULATION
 REQUIRED SEE SECTION 2902.1.1 OF THE 2017 FBC-B. TO
 DETERMINE THE OCCUPANT LOAD OF EACH SEX, THE TOTAL
 OCCUPANT LOAD SHALL BE DIVIDED IN HALF. TO DETERMINE
 THE REQUIRED NUMBER OF FIXTURES, THE FIXTURE RATIO OR
 RATIOS FOR EACH FIXTURE TYPE SHALL BE APPLIED TO THE
 OCCUPANT LOAD OF EACH SEX IN ACCORDANCE WITH TABLE
 2902.1.
  
 1C) BOTH SHEETS ALS1.1 & A.1.1.1 BOTH SHOW A NEW
 DRINKING FOUNTAIN NOTE # 9 ON SHEET A.1.1.1. THERE IS
 NO DETAIL OR SECTION SHOWING ELEVATIONS FOR THE
 DRINKING FOUNTAINS. IT CANNOT BE DETERMINED IF CODE
 COMPLIANCE WITH SECTION 211.2 OF THE 2017 ACCESSIBILITY
 CODE HAS BEEN MET.
  
 1D) SHEETS ALS1.1 & A.1.1.1 DOES NOT SHOW ELEVATIONS OF
 THE NEW DRINKING FOUNTAINS. THE 2ND CONCERN WITH THE
 DRINKING FOUNTAINS IS WITH THE HIGHER DRINKING FOUNTAIN
 COMPLYING WITH THE ACCESSIBILITY CODE SECTION 602.7.
 WITHOUT SEEING THE ELEVATION AND CONFIGURATION OF THE
 DRINKING FOUNTAIN, THE BOTTOM OF THE DRINKING FOUNTAIN
 CABINET IN RELATION TO FINISH FLOOR, PLEASE SHOW
 COMPLIANCE WITH LIMITATIONS OF PROTRUDING OBJECTS, SEE
 307.2 AND FIGURE 307.2 OF THE 2017 FBC-ACCESSIBILITY
 CODE.
  
 2) SHEET A1.1.4 AND S-1.0 BOTH SHOW THE USE OF ? INCH
 PLYWOOD STRUCTURAL 1, EXPOSURE 1, PLYWOOD SHEATHING ON
 THE BOTTOM SIDE OF THE SKY-BRIDGE, PAPER BACKED METAL
 LATH AND STUCCO. IN REVIEWING THE ALLOWABLE COMBUSTIBLE
 MATERIALS IN TYPE I AND TYPE II BUILDINGS 603.1 DOES
 NOT INDICATE THE USE OF SUCH MATERIALS IN A HORIZONTAL
 INSTALLATION ON THE EXTERIOR OF TYPE I CONSTRUCTION SEE
 603.1 OF THE FBC-B 2017.
 NEITHER DOES SECTION 718.5 COMBUSTIBLE MATERIALS IN
 CONCEALED SPACES IN TYPE I OR II CONSTRUCTION. ALSO
 REVIEW IN THE 2017 FBC-B PEDESTRIAN WALKWAYS. 3104.3
 CONSTRUCTION. THE PEDESTRIAN WALKWAY SHALL BE OF
 NONCOMBUSTIBLE CONSTRUCTION.
 EXCEPTIONS:
 1.COMBUSTIBLE CONSTRUCTION SHALL BE PERMITTED WHERE
 CONNECTED BUILDINGS ARE OF COMBUSTIBLE
 CONSTRUCTION.
 2.FIRE-RETARDANT-TREATED WOOD, IN ACCORDANCE WITH
 SECTION 603.1, ITEM 1.3, SHALL BE PERMITTED FOR
 THE ROOF CONSTRUCTION OF THE PEDESTRIAN WALKWAY WHERE
 CONNECTED BUILDINGS ARE A MINIMUM OF TYPE
 I OR II CONSTRUCTION.
  
 3) INSTEAD OF CONSIDERING THE RECONSTRUCTION OF THE
 SKY-BRIDGE AS PART OF A THRESHOLD BUILDING, WE ARE
 LOOKING THAT THE SKY-BRIDGE AS A SEPARATE BUILDING AS
 SECTION 3104.2 ALLOWS. THE SKY-BRIDGE ALSO IS LOCATED
 BENEATH THE 4TH FLOOR AND 50 FEET IN HEIGHT
 PREREQUISITES TO BE CONSIDERED FOR THRESHOLD BUILDINGS.
 THE CITY WOULD REQUIRE THE CONTRACTOR TO USE A 3RD
 PARTY ENGINEER FOR ALL BOLTED AND OR JOB-SITE WELDING.
  
 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. IN ACCORDANCE WITH THE
 AMERICAN WELDING SOCIETY.
 2017 FBC-B 2204.1 WELDING
 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
 PLEASE NOTE THIS REQUIREMENT MAYBE SUBJECT TO CHANGE.
 TODAY THERE IS NO B. O. OR ASSISTANT B.O. IN THE OFFICE
 TO PROVIDE GUIDANCE AND APPROVAL ON THIS MATTER.
  
 4) THE LIFE SAFETY SHEET LIST THE ALTERATION AS A LEVEL
 II, THIS IS TRUE FOR THE INTERIOR ALTERATION. WHEN
 VIEWING THE SKY-BRIDGE AS A SEPARATE BUILDING UNDER
 SECTION 3104.2 OF THE 2017 FBC-B THE ALTERATION TO THE
 SKY-BRIDGE WOULD BE CONSIDERED A LEVEL III. SEE THE
 2017 FBC-EXISTING BUILDING 907.4.2 SUBSTANTIAL
 STRUCTURAL ALTERATION.
  
 4A) 2017 FBC- EXISTING BUILDING CODE 907.4.1. WILL
 REQUIRE AN EVALUATION AND ANALYSIS OF THE SKY-BRIDGE
 FROM THE TIME THE SKY-BRIDGE WAS BUILT AND THE
 ADDITIONAL LOADING OF THE STRUCTURAL STEEL FRAME WORK
 WALLS/ ROOF FRAMING, GLAZING SYSTEM AND NEW ROOF
 SYSTEM.
 EXISTING BUILDING CODE 2017. 907.4.1 EVALUATION AND
 ANALYSIS. AN ENGINEERING EVALUATION AND ANALYSIS THAT
 ESTABLISHES THE STRUCTURAL ADEQUACY OF THE ALTERED
 STRUCTURE SHALL BE PREPARED BY A REGISTERED DESIGN
 PROFESSIONAL AND SUBMITTED TO THE CODE OFFICIAL.
  
 4B) THESE SAME REQUIREMENTS ARE FOUND UNDER LEVEL II
 ALTERATIONS AS WELL. EXISTING BUILDING CODE, BS] 907.2
 NEW STRUCTURAL ELEMENTS. NEW STRUCTURAL ELEMENTS SHALL
 COMPLY WITH SECTION 807.2.
  
 4C) THESE SAME REQUIREMENTS ARE FOUND UNDER LEVEL II
 ALTERATIONS AS WELL. [BS] 907.3 EXISTING STRUCTURAL
 ELEMENTS CARRYING GRAVITY LOADS. EXISTING STRUCTURAL
 ELEMENTS CARRYING GRAVITY LOADS SHALL COMPLY WITH
 SECTION 807.4.
  
 4D) THESE SAME REQUIREMENTS ARE FOUND UNDER LEVEL II
 ALTERATIONS AS WELL. [BS] 907.4 EXISTING STRUCTURAL
 ELEMENTS RESISTING LATERAL LOADS. ALL EXISTING ELEMENTS
 OF THE LATERAL FORCE-RESISTING SYSTEM SHALL COMPLY WITH
 THIS SECTION.
  
 5) THE DESIGN LOADS FOR THE ROOF SUPERIMPOSED DEAD
 LOADS LOOKS LIGHT FOR 2.2 CEILING AND ROOFING. AT THIS
 TIME THE ADDITIONAL LOADING CAN?T BE GIVEN. THE
 DESIGNER OF RECORD HAS NOT GIVEN ENOUGH INFORMATION FOR
 THE STEEL. THE SIZE OF THE TUBE STEEL IS GIVEN BUT NOT
 THE THICKNESS OF THE STEEL TUBES. 6X4X 0.025 INCH TUBE
 WEIGHTS 15.620 LBS. / LINEAR FT. WHEREAS THE 6X8X 0.025
 INCH TUBE WEIGHTS 22.420 LBS. / LINEAR FT. THE NEW
 LOADS TO BE SUPERIMPOSED ONTO THE SKY-BRIDGE WILL NEED
 TO BE ANALYZED TO SEE IF THE EXISTING STRUCTURE CAN
 HANDLE THE ADDITIONAL LOADS.
  
 6) SHEET S.2.0 WIND LOADS, IT APPEARS THERE TO BE A
 TYPO, THE VASD IS GIVEN AT 170 VULT AND THE VASD WIND
 SPEED TO BE 142 MPH. SHOULD BE 132MPH, VASD? 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) NOTICE ONLY/ NO ACTION NEEDS TO BE TAKEN. WIND
 PRESSURES GIVEN LOOK GOOD IF THE PRESSURES ARE TAKEN AT
 THE HEIGHT OF THE SKY-BRIDGE (SEPARATE BUILDING) AND
 NOT THE 15 STORY HIGHRISE.
  
 8) THIS REVIEW NO PRODUCT APPROVALS WERE SUBMITTED.
 PLEASE EITHER SUBMIT PRODUCT APPROVALS OR DECLARE IF
 THE DESIGNER OF RECORD WOULD PREFER TO HAVE THE PRODUCT
 APPROVALS BE DEFERRED SUBMITTALS.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 9) 2017 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)(B) WINDOWS & MULLIONS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 9A) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT
 APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED.
 PLEASE IDENTIFY ON 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. 2017 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.
  
 9B) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 10) 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.
  
 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.
  
  
 JAMES A. WITMER BN, PX, 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 1 Status P Date 2020-01-02 Cont ID  
Sent By jpearson Date 2020-01-02 Time 09:31 Rev Time 0.00
Received By jpearson Date 2020-01-02 Time 09:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-02-14 Cont ID  
Sent By pleduc Date 2020-02-14 Time   Rev Time 0.00
Received By pleduc Date 2020-02-14 Time 15:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2019-12-18 Cont ID  
Sent By pleduc Date 2019-12-18 Time   Rev Time 0.00
Received By pleduc Date 2019-12-18 Time 10:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-03-23 Cont ID  
Sent By shill Date 2020-03-23 Time 09:18 Rev Time 0.00
Received By shill Date 2020-03-04 Time 10:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-02-27 Cont ID  
Sent By shill Date 2020-02-27 Time 06:49 Rev Time 0.00
Received By shill Date 2020-02-13 Time 11:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-01-14 Cont ID  
Sent By lmarchan Date 2020-01-14 Time 14:00 Rev Time 0.00
Received By lmarchan Date 2019-12-16 Time 10:47 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2020-01-14 Cont ID  
Sent By jwitmer Date 2020-01-14 Time 06:52 Rev Time 0.00
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Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2020-01-02 Cont ID  
Sent By ccole Date 2020-01-02 Time 15:03 Rev Time 0.00
Received By ccole Date 2020-01-02 Time 15:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2020-03-23 Cont ID  
Sent By shill Date 2020-03-23 Time 09:03 Rev Time 0.00
Received By shill Date 2020-03-21 Time 13:44 Sent To  
Notes
2020-03-21 13:44:18PASSED BY JAMES BAKER, PE
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-02-27 Cont ID  
Sent By shill Date 2020-02-27 Time 06:49 Rev Time 0.00
Received By shill Date 2020-02-21 Time 09:38 Sent To  
Notes
2020-02-27 06:49:54PLUMBING 2ND REVIEW**DENIED**COMMENTS FROM 1ST REVIEW
 NOT ADDRESS:
 1) PROVIDE THE CLEAR FLOOR SPACE OF THE DRINKING
 FOUNTAINS. FBC-ACC 602.2
 2) PROVIDE CHANGE THE PICTURE DETAIL OF THE TOILET
 COMPARTMENT TOILET SHOWING THE HANDLE ON THE OPEN SIDE
 OF THE TOILET. FBC-ACC 604.6
 3) THE REAR GRAB BAR DETAIL ON SHT. A2.1.1 DETAIL #1
 AND 2 SHOW 12? FROM THE SIDE WALL. THIS SHOULD BE 12?
 FROM THE CENTERLINE OF THE TOILET AND @ 5? IF YOUR
 TOILET IS 17? FROM THE SIDE WALL. SEE FBC-ACC 604.5.2
 4) ON SHT. A2.1.1 DRINKING FOUNTAIN DETAIL #6 SHT.
 A2.1.1 PLEASE ADD NOTE OR SHOW THE MEASUREMENT IS TO
 THE SPOUT. FBC-ACC 602.4
 5) PROVIDE GRAB BAR HEIGHT DETAIL SHOWING MEASUREMENT
 IS TO THE TOP OF GRIPPING SURFACE. FBC-ACC 609.4
 6) PROVIDE MIRROR MOUNTING DETAIL SHOWING MAX 40? TO
 THE REFLECTIVE SURFACE OF THE MIRROR AND ALSO 1 OF THE
 MIRROR IN THE COMMON GROUP MUST COMPLY. FBC-ACC 603.3,
 213.3.4
 7) PROVIDE CLEAR FLOOR SPACE FOR AT LEAST 1 OF THE
 COMMON AREA BATHROOM SINKS. FBC-ACC 213.3.4
  
 TIM HUNT
 PLUMBING PLAN REVIEW
 CITY OF WEST PALM BEACH (CGA SOLUTIONS)
 561-248-2703
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-01-07 Cont ID  
Sent By jesmith Date 2020-01-07 Time 15:04 Rev Time 0.00
Received By jesmith Date 2020-01-07 Time 15:02 Sent To  
Notes
2020-01-07 15:02:27CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 NFPA 99 = HEALTH CARE FACILITIES CODE
 NFPA 99B = STANDARD FOR HYPERBARIC FACILITIES
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
 1. PROVIDE CLEAR FLOOR SPACE FOR DRINKING FOUNTAIN
 COMPLYING WITH FBC ACC 305.3
 2. PER WPB FBC 107.2.1, PROVIDE SANITARY RISER DIAGRAM
 FOR DRINKING FOUNTAIN. ARCHITECT TO PROVIDE FRAMING
 AGAINST THE CONCRETE CHASE WALL TO ACCOMMODATE PIPING
 AND FIXTURE SUPPORT.
 3. PROVIDE DETAIL (ISOMETRIC WILL SUFFICE) OF NEW
 LAVATORIES CONNECTING FORMER URINAL/WATER CLOSET
 WASTE/VENT PIPING. IF WATER CLOSET IS WALL HUNG,
 PROVIDE DIRECTION FOR EFFECTIVELY CAPPING THE SANITARY
 FITTING
 4. PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 3 AND 6 PROVIDE DETAILS INDICATING THE
 FOLLOWING:
 A. WATER CLOSETS
 *THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC
 ACC 604.2
 *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 PER FBC ACC 604.3.1
 *THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 *THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM
 AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12
 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE
 OTHER SIDE PER FBC ACC 604.5.2*?FLUSH CONTROLS SHALL BE
 HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH
 CONTROLS SHALL COMPLY WITH 309. FLUSH CONTROLS SHALL BE
 LOCATED ON THE OPEN SIDE OF THE WATER CLOSET PER FBC
 ACC 604.6
 *TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 B. DRINKING FOUNTAINS
 *SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND PER FBC ACC 602.4.
 *THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM
 FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM
 FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS PER
 FBC ACC 602.5.
 C. 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.
  
  
  
 END OF COMMENTS.
 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.ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19120592 505 S FLAGLER FL 2
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-03-21 Cont ID  
Sent By shill Date 2020-03-21 Time 12:05 Rev Time 0.00
Received By shill Date 2020-03-21 Time 12:04 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-02-26 Cont ID  
Sent By medwards Date 2020-02-26 Time 16:12 Rev Time 0.00
Received By medwards Date   Time   Sent To  
Notes
2020-02-26 16:13:422ND CYCLE SIGNATURES APPROVED.
 NEXT CYCLE DIGITAL SIGNATURE MUST BE REVIEWED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-01-21 Cont ID  
Sent By shill Date 2020-01-14 Time   Rev Time 0.00
Received By shill Date 2020-01-21 Time 09:01 Sent To  
Notes
2020-01-02 08:35:46ELECTRICAL SHEETS OK.


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