Plan Review Details - Permit 20060908
Plan Review Stops For Permit 20060908
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2020-07-13 Cont ID  
Sent By rmcphers Date 2020-07-13 Time 09:17 Rev Time 0.00
Received By rmcphers Date 2020-07-13 Time 09:17 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-07-05 Cont ID  
Sent By jwitmer Date 2020-07-05 Time 16:32 Rev Time 0.00
Received By jwitmer Date 2020-07-05 Time 15:03 Sent To  
Notes
2020-07-05 16:32:05ASBESTOS 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
 19120504
 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 2020-08-19 Cont ID  
Sent By jwitmer Date 2020-08-19 Time 10:26 Rev Time 0.00
Received By jwitmer Date 2020-08-19 Time 10:16 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-08-04 Cont ID  
Sent By jwitmer Date 2020-08-04 Time 08:14 Rev Time 0.00
Received By jwitmer Date 2020-08-04 Time 07:16 Sent To  
Notes
2020-08-04 08:10:44WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20060908
 ADD: 5520 GEORGIA AVE.
 CONT: BADER?S GROUP LLC
 TEL: 561-336-3891
 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: TUES. AUGUST 04TH/ 2020
 ACTION: DENIED
 ***NO RESPONSE LETTER. A TRANSMITTAL LETTER FROM THE
 DESIGN PROFESSIONAL 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.
  
 1) ON THE BUILDING PERMIT THE VALUE OF WORK STATED FOR
 THE WORK TO BE ACCOMPLISHED UNDER THIS PERMIT IS
 $10.000.00 DOLLARS OF VALUE. THE TOTAL VALUE OF THE
 PROJECT IS $17,500.00 DOLLARS OF VALUE. THE VALUE OF
 THIS PROJECT SEEMS LOW.
 109.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 2) NO RESPONSE LETTER OR DESIGNATED ON PLANS. PHONE
 CALLS CAN?T BE SUBSTANTIATED. DOES THE TENANT SPACE
 HAVE A MEZZANINE OVER THE OFFICE SPACE, IF SO IT IS NOT
 DECLARED IN THE SQUARE FOOTAGE OF THE TENANT SPACE?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 3-5) COMPLIED.
  
 6) 2ND REQUEST. SUBMIT A COPY OF THE PRODUCT APPROVAL.
 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)(A) EXTERIOR DOORS,
  
 7) 2ND REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING 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) 2ND REQUEST. THE RESTROOM ACCESSIBLE DETAIL IS FOUND
 ON P-1 PLEASE NOTE THAT THE PLUMBING CONTRACTOR DOES
 NOT INSTALL THE ACCESSIBLE GRAB BARS, PAPER HOLDERS,
 AND MIRRORS IN THE RESTROOMS. THESE DETAILS SHOULD
 ALWAYS BE ON THE ARCHITECTURAL SHEETS. 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.
  
 8A) 2ND REQUEST. MISSING DETAIL FOR THE TOILET PAPER
 DISPENSER LOCATION FOR SIDE WALL LOCATION. TOILET PAPER
 DISPENSERS. 2017 ACCESSIBILITY CODE SECTION 604.7.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7-9 INCHES MAXIMUM IN FRONT OF THE WATER
 CLOSET MEASURED TO THE CENTER LINE 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 THE GRAB BARS.
  
 8B) 2ND REQUEST. MIRROR LOCATION IS MEASURED AS SUCH:
 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. MIRRORS NOT LOCATED ABOVE LAVATORIES OR
 COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF
 THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
  
 8C) COMPLIED, REMOVED FROM PROJECT, BREAK ROOM SINK.
  
 9) A TRANSMITTAL LETTER FROM THE DESIGN PROFESSIONAL
 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 1 Status F Date 2020-07-05 Cont ID  
Sent By jwitmer Date 2020-07-05 Time 16:30 Rev Time 0.00
Received By jwitmer Date 2020-07-05 Time 15:03 Sent To  
Notes
2020-07-05 16:29:48WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20060908
 ADD: 5520 GEORGIA AVE.
 CONT: BADER?S GROUP LLC
 TEL: 561-336-3891
 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. JULY 05TH/ 2020
 ACTION: DENIED
  
 1) ON THE BUILDING PERMIT THE VALUE OF WORK STATED FOR
 THE WORK TO BE ACCOMPLISHED UNDER THIS PERMIT IS
 $10.000.00 DOLLARS OF VALUE. THE TOTAL VALUE OF THE
 PROJECT IS $17,500.00 DOLLARS OF VALUE. THE VALUE OF
 THIS PROJECT SEEMS LOW.
 109.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 2) DOES THE TENANT SPACE HAVE A MEZZANINE OVER THE
 OFFICE SPACE, IF SO IT IS NOT DECLARED IN THE SQUARE
 FOOTAGE OF THE TENANT SPACE? 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 3) SHEET A-1 SHOWS A NEW SECTION OF 1 HOUR RATED WALL
 AND DOOR # 5 IS NOT SHOWN IN THE DOOR SCHEDULE AS
 HAVING A FIRE RATING IN COMPLIANCE WITH THE 2017 FBC-B
 TABLE 716.5.
  
 4) SHEET A-1 SHOWS A NEW SECTION OF A 1 HOUR RATED WALL
 AND A DOOR IDENTIFIED AS DOOR # 5. THE DOOR SCHEDULE
 INDICATES DOOR # 5 TO BE 2 FEET 8 INCHES WIDE. PLEASE
 REFER THE 2017 FBC-B SECTION 1010.1.1 SIZE OF DOORS.
 2017 ACCESS. CODE 404.2.3. CLEAR WIDTH & SIZE OF DOORS,
 2017 FBC-B 1010.1.1. WHERE THIS SECTION REQUIRES A
 MINIMUM CLEAR WIDTH OF 32 INCHES. THE MINIMUM SIZE OF A
 SWING DOORS IS MEASURED CLEAR OPENING OF THE DOORWAY
 WITH THE SWINGING DOORS SHALL BE MEASURED BETWEEN THE
 FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90
 DEGREES.
  
 5) THE SHEET A-1 INDICATES A NEW EXTERIOR REPLACEMENT
 DOOR, THE DOOR SCHEDULE PROVIDES A FLORIDA APPROVAL
 NUMBER BUT NO REPORT WAS SUBMITTED. THERE IS ALSO
 POSITIVE AND NEGATIVE PRESSURES FOR THIS DOOR BUT THERE
 WAS NO WIND DESIGN CRITERIA GIVEN TO BCK UP THE
 PRESSURES. THE PRESSURES DO NOT STATE IF THEY ARE VULT
 OR VASD?
 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:
  
 5.1. 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.
  
 5.. RISK CATEGORY.
  
 5.3. 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.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. 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.
  
 5.6. 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.
  
 6) 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)(A) EXTERIOR DOORS,
  
 7) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING 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) THE RESTROOM ACCESSIBLE DETAIL IS FOUND ON P-1
 PLEASE NOTE THAT THE PLUMBING CONTRACTOR DOES NOT
 INSTALL THE ACCESSIBLE GRAB BARS, PAPER HOLDERS, AND
 MIRRORS IN THE RESTROOMS.
 8A) MISSING DETAIL FOR THE TOILET PAPER DISPENSER
 LOCATION FOR SIDE WALL LOCATION. TOILET PAPER
 DISPENSERS. 2017 ACCESSIBILITY CODE SECTION 604.7.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7-9 INCHES MAXIMUM IN FRONT OF THE WATER
 CLOSET MEASURED TO THE CENTER LINE 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 THE GRAB BARS.
  
 8B) MIRROR LOCATION IS MEASURED AS SUCH: 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. MIRRORS NOT LOCATED
 ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH
 THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 8C) THERE IS NO DETAIL ON EITHER THE ARCHITECTURAL NOR
 PLUMBING SHEETS FOR A ACCESSIBLE BREAK ROOM SINK. SHOW
 COMPLIANCE WITH THE 2017 ACCESS. CODE SECTIONS:
 2017 FBC-ACCESSIBILITY CODE SECTION 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.
  
 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,
 SEE EXCEPTIONS ALSO, BUT SHOW THE REQUIRED CLEAR FLOOR
 SPACE ON THE FLOOR PLAN.
  
 9) 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 3 Status P Date 2020-08-20 Cont ID  
Sent By jleahy Date 2020-08-20 Time 17:43 Rev Time 0.00
Received By jleahy Date 2020-08-20 Time 17:43 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-08-05 Cont ID  
Sent By jleahy Date 2020-08-05 Time 16:33 Rev Time 0.00
Received By jleahy Date 2020-08-05 Time 16:29 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2020-07-11 Cont ID  
Sent By jleahy Date 2020-07-11 Time 10:20 Rev Time 0.00
Received By jleahy Date 2020-07-11 Time 10:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2020-08-14 Cont ID  
Sent By pleduc Date 2020-08-14 Time   Rev Time 0.00
Received By pleduc Date 2020-08-14 Time 11:19 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F 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 10:11 Sent To  
Notes
2020-07-29 10:16:54THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 THE PREVIOUS COMMENT BELOW WAS NOT ADDRESSED AND
 REMAINS:
  
  
 1) SHEET A 1 - THE KEY NOTES OF THE NEW FLOOR PLAN
 INDICATES A # 2 AT THE NEW WALL AREA AS GYPSUM WLL WITH
 1/2" DRYWALL; HOWEVER, NOTE # 5 FOR THE EXISTING WALL
 INDICATES 1 HOUR RATED.
  
 THE NEW WALL IS REQUIRED TO BE 1 HOUR FIRE RATED, THE
 SAME AS EXISTING.
  
 PLEASE REVIEW AND CORRECT.
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-06-25 Cont ID  
Sent By pleduc Date 2020-06-25 Time   Rev Time 0.00
Received By pleduc Date 2020-06-25 Time 14:20 Sent To  
Notes
2020-06-25 14:41:59THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET A 1 - THE KEY NOTES OF THE NEW FLOOR PLAN
 INDICATES A # 2 AT THE NEW WALL AREA AS GYPSUM WLL WITH
 1/2" DRYWALL; HOWEVER, NOTE # 5 FOR THE EXISTING WALL
 INDICATES 1 HOUR RATED.
  
 THE NEW WALL IS REQUIRED TO BE 1 HOUR FIRE RATED, THE
 SAME AS EXISTING.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 2) SHEET A 1 - NEW DOORS # 5 & 6 ARE REQUIRED TO BE
 FIRE RATED AS THEY AS WITHIN A REQUIRED FIRE RATED
 WALL. THE DOOR SCHEDULE DOES NOT INDICATE ANY FIRE
 RATING FOR THESE DOORS.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 3) SHEET A 1 - THERE IS AN INDICATION OF A NEW STORAGE
 ROOM WITH A NEW SEPARATION WALL.
  
 THE SEPARATION WALL IS REQUIRED TO BE RATED BE THE
 HAZARD CLASSICATION OF THE TYPE OF STORAGE. MOST
 STORAGE AREAS ARE CLASSIFIED AS ORDINARY HAZARD AND A 2
 HOUR SEPARATION IS REQUIRED; 1 HOUR IF THE BUILDING IS
 SPRINKLERED.
  
 PER NFPA 101 CH 6
  
 6.2 HAZARD OF CONTENTS.
 6.2.1 GENERAL.
 6.2.1.1 FOR THE PURPOSE OF THIS CODE, THE HAZARD OF
 CONTENTS SHALL
 BE THE RELATIVE DANGER OF THE START AND SPREAD OF FIRE,
 THE DANGER OF
 SMOKE OR GASES GENERATED, AND THE DANGER OF EXPLOSION
 OR OTHER
 OCCURRENCE POTENTIALLY ENDANGERING THE LIVES AND SAFETY
 OF THE
 OCCUPANTS OF THE BUILDING OR STRUCTURE.
 6.2.1.2 HAZARD OF CONTENTS SHALL BE CLASSIFIED BY THE
 REGISTERED
 DESIGN PROFESSIONAL (RDP) OR OWNER AND SUBMITTED TO THE
 AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL
 ON THE BASIS
 OF THE CHARACTER OF THE CONTENTS AND THE PROCESSES OR
 OPERATIONS
 CONDUCTED IN THE BUILDING OR STRUCTURE.
 6.2.1.3* FOR THE PURPOSE OF THIS CODE, WHERE DIFFERENT
 DEGREES OF
 HAZARD OF CONTENTS EXIST IN DIFFERENT PARTS OF A
 BUILDING OR STRUCTURE,
 THE MOST HAZARDOUS SHALL GOVERN THE CLASSIFICATION,
 UNLESS
 HAZARDOUS AREAS ARE SEPARATED OR PROTECTED AS SPECIFIED
 IN SECTION
 8.7 AND THE APPLICABLE SECTIONS OF CHAPTERS 11 THROUGH
 43.
 6.2.2 CLASSIFICATION OF HAZARD OF CONTENTS.
 6.2.2.1* GENERAL. THE HAZARD OF CONTENTS OF ANY
 BUILDING OR
 STRUCTURE SHALL BE CLASSIFIED AS LOW, ORDINARY, OR HIGH
 IN
 ACCORDANCE WITH 6.2.2.2, 6.2.2.3, AND 6.2.2.4.
 6.2.2.2* LOW HAZARD CONTENTS. LOW HAZARD CONTENTS SHALL
 BE
 CLASSIFIED AS THOSE OF SUCH LOW COMBUSTIBILITY THAT NO
 SELFPROPAGATING
 FIRE THEREIN CAN OCCUR.
 6.2.2.3* ORDINARY HAZARD CONTENTS. ORDINARY HAZARD
 CONTENTS SHALL
 BE CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH
 MODERATE RAPIDITY OR
 TO GIVE OFF A CONSIDERABLE VOLUME OF SMOKE.
 6.2.2.4* HIGH HAZARD CONTENTS. HIGH HAZARD CONTENTS
 SHALL BE
 CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH
 EXTREME RAPIDITY OR FROM
 WHICH EXPLOSIONS ARE LIKELY. (FOR MEANS OF EGRESS
 REQUIREMENTS, SEE
 SECTION 7. 11.)
  
 PLEASE REVIEW AND CORRECT
  
  
  
 4) SHEET A 1 - THERE ARE NO INDICATION OF ANY EXISTING
 LIFE SAFETY SYSTEMS.
  
 PLEASE PROVIDE A NOTE INDICATING IF THERE IS A FIRE
 SRINKLER OR FIRE ALARM SYSTEM.
  
 ANY WORK ON THESE SYSTEMS SHALL BE DONE UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-08-20 Cont ID  
Sent By jleahy Date 2020-08-20 Time 17:43 Rev Time 0.00
Received By jleahy Date 2020-08-13 Time 08:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-10 Cont ID  
Sent By cpuell Date 2020-08-10 Time 15:57 Rev Time 0.00
Received By cpuell Date 2020-07-28 Time 08:07 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-13 Cont ID  
Sent By hmoser Date 2020-07-13 Time 10:15 Rev Time 0.00
Received By hmoser Date 2020-06-24 Time 13:17 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-08-14 Cont ID  
Sent By hmoser Date 2020-08-14 Time 08:13 Rev Time 0.00
Received By hmoser Date 2020-08-14 Time 07:46 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-08-06 Cont ID  
Sent By medwards Date 2020-08-06 Time 08:35 Rev Time 0.00
Received By medwards Date 2020-08-06 Time 08:35 Sent To  
Notes
2020-08-06 08:36:122ND REVIEW FBC-2017 MECHANICAL
 PERMIT-20060908
  
 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 ANSWER ORIGINAL REVIEWERS COMMENT, WHAT IS
 BEING STORED IN THE (2) STORAGE AREAS IN THE OFFICE
 AREA AND WHAT IS TO BE STORED IN THE WAREHOUSE?
  
 2) SHEET E-1( REFLECTIVE CEILING PLAN) SHOWS AN EXHAUST
 FAN IN THE ?STORAGE 2 ROOM? IN OFFICE AREA, THIS IS NOT
 ON SHEET AC-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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-07-13 Cont ID  
Sent By hmoser Date 2020-07-13 Time 10:14 Rev Time 0.00
Received By hmoser Date 2020-07-13 Time 08:48 Sent To  
Notes
2020-07-13 10:14:09PLAN DENIED
 1) THERE IS NO AIR CONDITIONING CONTRACTOR SIGNED ON
 THE APPLICATION.
 CONTRACTOR DBA NAME IS BADER'S GROUP LLC.
 2) PLEASE PROVIDE THE TYPE OF MATERIALS YOU ARE STORING
 IN THE STORAGE ROOM
 VENTILATION MAY BE REQUIRED. SECTION 107 FBC 2017
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 3 Status P Date 2020-08-17 Cont ID  
Sent By ccole Date 2020-08-17 Time 10:44 Rev Time 0.00
Received By ccole Date 2020-08-14 Time 11:43 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-07-29 Cont ID  
Sent By ccole Date 2020-07-29 Time 09:38 Rev Time 0.00
Received By ccole Date 2020-07-29 Time 07:34 Sent To  
Notes
2020-07-29 09:39:012ND REVIEW FBC-2017 PLUMBING
 PERMIT- 20060908
 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
 2017
 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 REVIEW 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.
  
 4) SHEET P1: PROVIDE ENLARGED, DIMENSIONED TOILET ROOM
 DRAWINGS INDICATING:
 A) CLEAR FLOOR SPACE DIMENSIONS FOR THE WATER CLOSETS-
 SECTION 604.3 FBC ACC.
 B) CLEAR FLOOR SPACE DIMENSIONS FOR THE LAVATORIES-
 SECTION 606.2
 C) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE WALLS
 OR PARTITIONS- SECTION 604.2.
 D) DIAMETERS OF THE TURNING CIRCLES- SECTION 304.3.
 (THE TOILET 2 PLAN ON SHEET A1 SHOWS THE LAVATORY
 CENTERED AT 2'0 OFF THE SIDE WALL. THE ELEVATION DETAIL
 ON P1 SHOWS IT CENTERED AT 15". THE LOCATIONS OF THE
 FIXTURES BETWEEN THE TWO DRAWINGS DO NOT MATCH AND THE
 30X48" DIMENSIONS FOR THE LAVATORY CLEAR FLOOR SPACE IS
 NOT SHOWN.)
  
 5) P1: MODIFY THE ACCESSIBLE ELEVATION DETAIL IN
 ACCORDANCE WITH FIGURES 604.5.1 AND 604.5.2 FBC ACC. A)
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM,
 LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL AND
 EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL. B) 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. (THE REAR GRAB IS NOT CENTERED PROPERLY
 OVER THE WATER CLOSET AS SHOWN IN FIGURE 604.5.2.)
  
 6) P1: MODIFY THE ACCESSIBLE ELEVATION DETAIL TO SHOW:
 A) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SECTION
 306. (THE 29" MINIMUM KNEE CLEARANCE AND MINIMUM 12?
 CLEARANCE SHOWN ARE NOT IN COMPLIANCE. PLEASE REFER TO
 FIGURES 306.2 AND 306.3 FOR REQUIRED CLEARANCES. PLEASE
 USE THOSE FIGURES AS THE MODEL FOR YOUR LAVATORY
 ELEVATION DETAIL.)
 B) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS-
 SECTION 604.6.
 C) LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS FOR
 PAPER DISPENSERS- SECTION 604.7. (THE TOILET PAPER
 DISPENSER SHALL INSTALLED 7" MINIMUM AND 9" MAXIMUM
 MEASURED FROM THE FRONT OF THE WATER CLOSET TO THE
 CENTERLINE OF THE DISPENSER.)
 D) HEIGHTS OF THE MIRROR FROM THE FINISHED FLOOR TO THE
 BOTTOM OF THE REFLECTIVE SURFACES- SECTION 603.3. (THE
 HEIGHT OF THE MIRROR IS SHOWN TO THE FRAME AND NOT THE
 REFLECTIVE SURFACE AS REQUIRED BY SECTION 603.3.)
  
 8) P1: HOT WATER SHALL BE PROVIDED TO THE SERVICE SINK-
 SECTION 607.1 FBC P. PLEASE NOTE THAT AN EQUIPMENT
 SCHEDULE WILL BE REQUIRED FOR WATER HEATER
 INSTALLATIONS. THE SCHEDULE SHALL INDICATE MAKE AND
 MODEL, ELECTRICAL DATA, AND EFFICIENCY RATING. A
 SEPARATE DETAIL WILL BE REQUIRED TO SHOW THE PLUMBING
 PIPING CONNECTIONS, ETC.- SECTION C404.2 FBC EC AND
 SECTION 107.2.1 WPB. (THE WATER HEATER DETAIL SHOWS A
 THERMAL EXPANISON PRESSURE REDUCING VALVE ON THE HOT
 WATER LINE. A THERMAL EXPANSION TANK AND A PRESSURE
 REDUCING VALVE ARE TWO SEPARATE DEVICES AND EACH SHALL
 BE LOCATED ON THE COLD WATER LINE.
 PRESSURE REDUCING VALVES SHALL BE LOCATED ON THE WATER
 SERVICE LINE UPSTREAM OF THE MAIN SHUT OFF VALVE.
 THERMAL EXPANSIO DEVICES SHALL BE INSTALLED ON THE COLD
 WATER SUPPLY PIPE AT A POINT THAT IS DOWNSTREAM OF ALL
 CHECK VALVES, PRESSURE REDUCING VALVES AND BACKFLOW
 PREVENTERS- SEE SECTIONS 604.8 AND 607.3 FBC P.)
 PLEASE NOTE THE STIEBEL ELTRON 6 GALLON WATER HEATER TO
 BE INSTALLED ATHE MOP SINK IS A POINT OF USE WATER
 HEATER AND WILL NOT ADEQUATELY SUPPLY THE LAVATORY SINK
 WHICH ALSO REQUIRES TEMPERED WATER AS NOTED IN COMMENT
 #9 BELOW.
  
 9) P1: TEMPERED WATER WILL BE PROVIDED TO THE LAVATORY-
 SECTION 416.5 FBC P. PLEASE NOTE THAT TEMPERED WATER
 SHALL BE SUPPLIED THROUGH A WATER TEMPERATURE LIMITING
 DEVICE THAT CONFORMS TO ASSE 1070 AND SHALL LIMIT THE
 TEMPERED WATER TO A MAXIMUM OF 110 DEGREES F. (THE
 REQUIRED TEMPERATURE LIMITING DEVICE WAS NOT PROVIDED.)
  
 11) P1: THE PLAN SHOWS A REFRIGERATOR WHICH TYPICALLY
 HAS AN ICE MAKER. PLEASE SHOW THE LINE CONNECTION IN
 THE WATER ISOMETRIC AND INDICATE A WATER HAMMER AND
 BACKFLOW PREVENTER WILL BE INSTALLED PER SECTIONS 604.9
 AND 608.3 FBC P. (COMMENT NOT ADDRESSED. IF NO ICE
 MAKER IS TO BE INSTALLED PLEASE NOTE IT ON THE PLANS.)
  
 12) THE $10,000 PROJECT VALUE APPEARS TO BE LOW FOR THE
 SCOPE OF WORK SHOWN ON THE PLANS. PLEASE PROVIDE A COPY
 OF A SIGNED CONTRACT AND/OR ESTIMATES, INVOICES ETC. TO
 VERIFY THE TOTAL VALUE OF THE PROJECT. PLEASE NOTE THAT
 VALUE IS BASED ON LABOR, MATERIALS, EQUIPMENT,
 APPLIANCES, FIXTURES, SITE WORK, DESIGN FEES, AND
 OVERHEAD AND PROFIT- SECTION 109.3 WPB. (COMMENT NOT
 ADDRESSED)
  
 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 1 Status F Date 2020-07-08 Cont ID  
Sent By ccole Date 2020-07-08 Time 09:56 Rev Time 0.00
Received By ccole Date 2020-07-08 Time 07:24 Sent To  
Notes
2020-07-08 09:56:461ST REVIEW FBC-2017 PLUMBING
 PERMIT- 20060908
 7/8/2020
  
 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) SHEET A-1: THE PLANS APPEAR TO SHOW TWO SEPARATE
 OCCUPANCIES BEING CREATED- REVISE THE SCOPE OF WORK
 NOTES TO CLARIFY- SECTION 107.2.1 WPB.
  
 2) A-1: THE RESTROOM CALCULATIONS ARE NOT IN COMPLIANCE
 WITH SECTION 403.1.1 AND TABLE 403.3 FBC P. BECAUSE
 THERE ARE TWO SEPARATE OCCUPANCIES, CALCULATIONS ARE
 REQUIRED FOR EACH. THE FIXTURES SHALL BE PROVIDED FOR
 BOTH THE PUBLIC AND EMPLOYEE USE- SECTION 403.3.
 PROVIDE ON THE PLAN A TABLE INDICATING THE REQUIRED AND
 PROVIDED FIXTURES FOR THE STORAGE-1/BUSINESS OCCUPANCY,
 AND THE SEPARATED STORAGE-1 OCCUPANCY. BASED ON THE
 OCCUPANT LOADS INDICATED, AND ON SECTION 403.2
 (SEPARATE FACILITIES) IT APPEARS THE STOR-1/BUS
 OCCUPANCIES REQUIRES DRINKING FOUNTAINS; AND THE SECOND
 STOR-1 OCCUPANCY REQUIRES DRINKING FOUNTAINS AND A
 SERVICE SINK IN ORDER TO MEET COMPLIANCE.
  
 3) CONCERNING THE MISSING DRINKING FOUNTAINS, REFER TO
 SECTION 211.1.2 FBC ACC: 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. REVISE
 THE PLANS TO SHOW COMPLIANCE AND PROVIDE THESE DETAILS:
 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.
  
 4) SHEET P1: PROVIDE ENLARGED, DIMENSIONED TOILET ROOM
 DRAWINGS INDICATING:
 A) CLEAR FLOOR SPACE DIMENSIONS FOR THE WATER CLOSETS-
 SECTION 604.3 FBC ACC.
 B) CLEAR FLOOR SPACE DIMENSIONS FOR THE LAVATORIES-
 SECTION 606.2
 C) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE WALLS
 OR PARTITIONS- SECTION 604.2.
 D) DIAMETERS OF THE TURNING CIRCLES- SECTION 304.3.
  
 5) P1: MODIFY THE ACCESSIBLE ELEVATION DETAIL IN
 ACCORDANCE WITH FIGURES 604.5.1 AND 604.5.2 FBC ACC. A)
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM,
 LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL AND
 EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL. B) 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.
  
 6) P1: MODIFY THE ACCESSIBLE ELEVATION DETAIL TO SHOW:
 A) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SECTION
 306.
 B) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS-
 SECTION 604.6.
 C) LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS FOR
 PAPER DISPENSERS- SECTION 604.7
 D) HEIGHTS OF THE MIRROR FROM THE FINISHED FLOOR TO THE
 BOTTOM OF THE REFLECTIVE SURFACES- SECTION 603.3.
  
 7) P1: THE LOUNGE SINK SHALL BE ACCESSIBLE- SECTION
 606.1 FBC ACC. PROVIDE DETAILS INCLUDING:
 A) CLEAR FLOOR DIAGRAM AND DIMENSIONS FOR FORWARD OR
 SIDE APPROACH- SECTION 305.
 B) KNEE AND TOE CLEARANCES- SECTION 306.
 C) HEIGHT OF THE SINK RIM OR COUNTER SURFACE- SECTION
 606.3.
  
 8) P1: HOT WATER SHALL BE PROVIDED TO THE SERVICE SINK-
 SECTION 607.1 FBC P. PLEASE NOTE THAT AN EQUIPMENT
 SCHEDULE WILL BE REQUIRED FOR WATER HEATER
 INSTALLATIONS. THE SCHEDULE SHALL INDICATE MAKE AND
 MODEL, ELECTRICAL DATA, AND EFFICIENCY RATING. A
 SEPARATE DETAIL WILL BE REQUIRED TO SHOW THE PLUMBING
 PIPING CONNECTIONS, ETC.- SECTION C404.2 FBC EC AND
 SECTION 107.2.1 WPB.
  
 9) P1: TEMPERED WATER WILL BE PROVIDED TO THE LAVATORY-
 SECTION 416.5 FBC P. PLEASE NOTE THAT TEMPERED WATER
 SHALL BE SUPPLIED THROUGH A WATER TEMPERATURE LIMITING
 DEVICE THAT CONFORMS TO ASSE 1070 AND SHALL LIMIT THE
 TEMPERED WATER TO A MAXIMUM OF 110 DEGREES F.
  
 10) P1: PROVIDE PLUMBING FIXTURE AND DEVICE SCHEDULES-
 SECTION 107.2.1 WPB.
  
 11) P1: THE PLAN SHOWS A REFRIGERATOR WHICH TYPICALLY
 HAS AN ICE MAKER. PLEASE SHOW THE LINE CONNECTION IN
 THE WATER ISOMETRIC AND INDICATE A WATER HAMMER AND
 BACKFLOW PREVENTER WILL BE INSTALLED PER SECTIONS 604.9
 AND 608.3 FBC P.
  
 12) THE $10,000 PROJECT VALUE APPEARS TO BE LOW FOR THE
 SCOPE OF WORK SHOWN ON THE PLANS. PLEASE PROVIDE A COPY
 OF A SIGNED CONTRACT AND/OR ESTIMATES, INVOICES ETC. TO
 VERIFY THE TOTAL VALUE OF THE PROJECT. PLEASE NOTE THAT
 VALUE IS BASED ON LABOR, MATERIALS, EQUIPMENT,
 APPLIANCES, FIXTURES, SITE WORK, DESIGN FEES, AND
 OVERHEAD AND PROFIT- SECTION 109.3 WPB.
  
 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 3 Status P Date 2020-08-19 Cont ID  
Sent By jwitmer Date 2020-08-19 Time 10:26 Rev Time 0.00
Received By jwitmer Date 2020-08-19 Time 10:23 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-08-06 Cont ID  
Sent By medwards Date 2020-08-06 Time 08:38 Rev Time 0.00
Received By medwards Date 2020-08-06 Time 08:38 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-07-13 Cont ID  
Sent By hmoser Date 2020-07-13 Time 10:19 Rev Time 0.00
Received By hmoser Date 2020-07-13 Time 10:19 Sent To  
Notes
***NONE***


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