Plan Review Details - Permit 20090192
Plan Review Stops For Permit 20090192
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2020-10-29 Cont ID  
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Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2020-10-14 Cont ID  
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Notes
2020-10-14 10:24:07COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 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 2020-09-14 Cont ID  
Sent By jwitmer Date 2020-09-14 Time 13:38 Rev Time 0.00
Received By jwitmer Date 2020-09-14 Time 10:47 Sent To  
Notes
2020-09-14 13:37:54COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 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:44
  
 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 2 Status P Date 2020-10-14 Cont ID  
Sent By jwitmer Date 2020-10-14 Time 10:27 Rev Time 0.00
Received By jwitmer Date 2020-10-14 Time 09:11 Sent To  
Notes
2020-10-14 10:22:39WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20090192
 ADD: 470 COLUMBIA DR. # B
 CONT: PARAMOUNT CONSTRUCTION SPECIALIST, INC.
 TEL: 561-719-7113
 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. OCT. 14TH/ 2020
 ACTION: BUILDING PROVISO:
  
 10/14/2020. I SPOKE WITH THE DESIGNER OF RECORD ABOUT
 FRONT APPROACH VERSES SIDE APPROACH FOR THE BREAK ROOM
 SINK. THE PLANS WERE SUPPOSED TO BE DRAWN WITH SIDE
 APPROACH SINCE THERE IS SHELVING IN THE BOTTOM CABINET.
 AFTER ISSUANCE A REVISION IS REQUIRED FOR A SIDE
 APPROACH COMPLYING WITH THE 2017 FBC-ACCESS. CODE 606.2
 EXCEPTION 1 ALLOWING FOR A SIDE APPROACH.
 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 2020-09-14 Cont ID  
Sent By jwitmer Date 2020-09-14 Time 15:36 Rev Time 0.00
Received By jwitmer Date 2020-09-14 Time 10:47 Sent To  
Notes
2020-09-14 15:36:11WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20090192
 ADD: 470 COLUMBIA DR. # B
 CONT: PARAMOUNT CONSTRUCTION SPECIALIST, INC.
 TEL: 561-719-7113
 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: MON. SEPT. 14TH/ 2020
 ACTION: DENIED
  
 NOTE FOR THIS REVIEW THE WORK AREA METHOD OF THE
 EXISTING BUILDING CODE WILL BE USED, LEVEL II
 ALTERATION.
  
 1) CS1 THE COVER SHEET:
 1A) 2017 EXISTING BUILDING CODE METHOD OF PLAN
 DEVELOPMENT. 2017 EXISTING BUILD. CODE SECTION 301.1.
 THE REPAIRS, ALTERATIONS, CHANGE OF OCCUPANCY,
 ADDITIONS OR RELOCATION OF ALL EXISTING BUILDINGS SHALL
 COMPLY WITH ONE OF THE METHODS LISTED IN SECTIONS
 301.1.1 THROUGH 301.1.3 AS SELECTED BY THE DESIGNER OF
 RECORD.
  
  
 1B) PROJECT DATA LIST 2512/100= 25 OCCUPANTS. 2512/100=
 25.12 OCCUPANTS. YOU ALWAYS ROUND UP TO THE NEXT FULL
 OCCUPANT THERE ARE NEVER PARTS OF OCCUPANTS. FBC-B
 TABLE 1004.1.2, BUILDING OFFICIALS INFORMAL
 INTERPRETATION. THE NEW OCCUPANT LOAD IS 50.
  
 1C) THE PROJECT DATA NOR THE LIFE SAFETY SHEET INDICATE
 HOW MANY EXITS ARE REQUIRED EXITS. PLEASE REVIEW TABLE
 10060201 THE OCCUPANT LOAD GREATER THAN 49 REQUIRES 2
 EXITS AND REVIEW TRAVEL DISTANCE (COMMON PATH OF
 TRAVEL) FOR AN OCCUPANT LOAD OF OVER 30 OCCUPANTS,
 NON-SPRINKLERED BUILDING IS 75 FEET. IN BOTH CASES 2
 EXITS ARE REQUIRED.
  
 2) LS1 THE LIFE SAFETY SHEET:
 2A) THE LIFE SAFETY SHEET ALSO NEEDS TO BE UPDATED TO A
 OVERALL OCCUPANT LOAD OF 50 OCCUPANTS. . YOU ALWAYS
 ROUND UP TO THE NEXT FULL OCCUPANT THERE ARE NEVER
 PARTS OF OCCUPANTS. FBC-B TABLE 1004.1.2, BUILDING
 OFFICIALS INFORMAL INTERPRETATION.
  
 2B) THE LIFE SAFETY PLAN STATES EXIT SEPARATION 1/3RD
 OF THE DIAGONAL DISTANCE SEE PLAN. ON THE LIFE SAFETY
 PLAN THERE IS NO OVERALL DIAGONAL DISTANCE SHOWN NOR IS
 THERE A 1/3RD THE DISTANCE SHOWN ON THE PLANS. PLEASE
 NOTE THE LIFE SAFETY PLAN STATES THE BUILDING IS
 NON-SPRINKLERED. THE 1/3RD THE OVERALL DISTANCE BETWEEN
 REQUIRED EXITS IS FOR FIRE SPRINKLERED BUILDINGS. THE
 DISTANCE REQUIRED BETWEEN THE 2 REQUIRED EXITS WOULD BE
 ? OF THE OVERALL DIAGONAL DISTANCE, SECTION 1007.1.1 OF
 THE 2017 FBC-B.
  
 2C) PLEASE NOTE THE COMMENTS FROM THE FIRE MARSHALLS
 OFFICE REGARDING THE 2 EXISTING RESTROOM DOORS. UNDER
 THE 2017 EXISTING BUILDING CODE 805.2 EXCEPTION 1.
 WHERE THE WORK AREA AND MEANS OF EGRESS SERVING IT
 COMPLIES WITH NFPA 101. MUST SHOW COMPLIANCE WITH NFPA
 101.
  
 3) SHEET A-1:
 3A) ADA TOILET ROOM 102 SHOWS AN ACCESSIBLE RESTROOM
 AND TRIES TO MAKE CODE COMPLIANCE WITH DOOR SWING IN
 THE 2017 FBC-ACCESSIBILITY CODE SECTION 603.2.3
 EXCEPTION2 BUT THE 30X48 WHEELCHAIR IS SHOWN TO
 ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE FOR THE
 DOOR.
  
 3B) PLEASE NOTE AS NOTED THE WATER CLOSET GRAB BARS
 DEPICTED 2 FEET 10 INCHES CENTER LINE FROM THE FLOOR IS
 CODE COMPLIANT BUT THEY GRAB BARS SHOULD BE MEASURED
 FROM THE TOP OF THE GRASPING SURFACE. THIS IS SOMETHING
 THAT ALWAYS COMES UP AT TIME OF C. O. AND IS AN ISSUE.
 GRAB BARS/ RESTROOMS> 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.
  
 3C) ROOM FINISH SCHEDULE RESTROOM WALL FINISHES. 2017
 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS COMMENT IS A
 RESULT OF THE BUILDING OFFICIAL INTERPRETATION. IN
 RESTROOMS EPOXY PAINT IS NO LONGER CONSIDERED A SMOOTH
 HARD, NON-ABSORBENT SURFACE.
 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,
 URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
 NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4
 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS,
 THE MATERIAL USED IN SUCH WALLS SHALL BE OF A TYPE THAT
 IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 3D) 2017 FBC-B 2509.2 BASE FOR TILE. MATERIALS USED AS
 A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALLS
 AND CEILING PANELS IN SHOWER AREAS SHALL BE OF
 MATERIALS LISTED IN TABLE 2509.2 AND INSTALLED IN
 ACCORDANCE WITH MANUFACTURER?S RECOMMENDATIONS. WATER
 RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE
 FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN
 INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840 AND
 THE MANUFACTURE?S RECOMMENDATIONS.
  
 4) THE BREAK ROOM CABINETRY HAS A NOTE A. EXISTING
 CABINETRY/ SINK TO REMAIN MAY NOT BE ACCESSIBLE.
 CONTRACT PRICE $120,300.00 DOLLARS X 0.20 = $24,060.00
 UP TO IN DISPROPORTIONATE COST.
 DISPROPORTIONATE COST 202.4.1. PLEASE REVIEW HOW YOU
 ARE TO MEET DISPROPORTIONATE COST. EITHER THE
 CONTRACTOR OR THE DESIGNER OF RECORD ON THEIR
 LETTERHEAD NEED TO SHOW HOW THEY ARE GOING TO SPEND UP
 TO THE 20% DISPROPORTIONATE FUNDS LISTED FOR EACH
 ELEMENT WHERE THE FUNDS ARE BEING SPENT AND IN THE
 ORDER LISTED IN SECTION 202.4.1 DISPROPORTIONATE COST
 OF THE 2017 ACCESSIBILITY CODE.
  
 4A) 2 MEANS OF EGRESS (EXITING) ARE REQUIRED PLEASE
 SHOW WHICH EXITS ARE ACCESSIBLE EXITS.
 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
  
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
  
 4B) RECEPTION DESK LOW WALL (L) IS TO FINISH AT 36
 INCHES FROM FINISH FLOOR.
 4B)(1) CHECK WRITING SURFACES. 2017 ACCESS. CODE
 904.3.3 CHECK WRITING SURFACES. WHERE PROVIDED, CHECK
 WRITING SURFACES SHALL COMPLY WITH 902.3. 902.3HEIGHT.
 THE TOPS OF WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 4B)(2) 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.
  
 4B)(3) 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS
 AND SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR
 904.4.2. THE ACCESSIBLE PORTION OF THE COUNTERTOP SHALL
 EXTEND THE SAME DEPTH AS THE SALES OR SERVICE
 COUNTERTOP.
  
 4C) PLEASE PROVIDE THE MEASUREMENT FOR THE HALLWAY 105.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 4D) HALLWAY 105 HAS DOORWAYS ON BOTH SIDES, PLEASE
 REVIEW THE 2017 FBC-ACCESSIBILITY CODE DEPENDING ON
 WHICH SIDE OF THE SWING DOOR APPROACH THE HALLWAY WIDTH
 COULD REQUIRE A 5-FOOT-WIDE CORRIDOR SEE ACC. CODE
 FIGURE 404..2.4.1(D), AND (I). OFFICE 107 IS ALSO A
 CONCERN IN MAKING THE TURN INTO HALLWAY 105.
  
 5) 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]
  
2020-09-14 10:50:39IN REVIEW. 9/14/ J. W.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-10-27 Cont ID  
Sent By jleahy Date 2020-10-27 Time 16:37 Rev Time 0.00
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Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2020-09-21 Cont ID  
Sent By jleahy Date 2020-09-21 Time 14:08 Rev Time 0.00
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Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-10-14 Cont ID  
Sent By pleduc Date 2020-10-14 Time   Rev Time 0.00
Received By pleduc Date 2020-10-14 Time 15:37 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-09-10 Cont ID  
Sent By pleduc Date 2020-09-10 Time   Rev Time 0.00
Received By pleduc Date 2020-09-10 Time 10:26 Sent To  
Notes
2020-09-10 10:42:45THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 1 & E 2 - THERE ARE INDICATIONS OF THE THE
 TWO EXISTING BATHROOM DOORS THAT OPEN OUT INTO THE EXIT
 EGRESS CORRIDOR.
  
 THERE IS ALSO AN EXIT SIIGN DIRECTING THE EXIT PATH
 DOWN THAT CORRIDOR.
  
 THOSE DOORS, THOUGH EXISTING, RESTRICT THE REQUIRED
 EGRESS WIDTH.
  
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.2.1.4.3 DOOR LEAF ENCROACHMENT
 7.2.1.4.3.1 DURING ITS SWING, ANY DOOR LEAF IN A MEANS
 OF EGRESS SHALL LEAVE NOT LESS THAN ONE-HALF OF THE
 REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY,
 OR A LANDING UNOBSTRUCTED AND SHALL NOT PROJECT NOT
 MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A
 CORRIDOR, A PASSAGE WAY, OR A LANDING, WHEN FULLY OPEN,
 UNLESS BOTH OF THE FOLLOWING CONDITIONS ARE MET:
 (1) THE DOOR OPENING PROVIDES ACCESS TO A STAIR IN AN
 EXISTING BUILDING.
 (2) THE DOOR OPENING MEETS THE REQUIREMENTS THAT LIMITS
 PROJECTION TO NOT MORE THAN 7 IN. INTO THE REQUIRED
 WIDTH OF THE STAIR LANDING WHEN THE DOOR
 LEAF IS FULLY OPEN
  
 PLEASE REVIEW AND CORRECT THE DOOR SWING OR REVIEW THIS
 EXIT SIGN AND PATH AS IT MAY NOT BE REQUIRED. THERE IS
 A POTENTIAL FOR ONE EXIT FROM THE OPEN AREA THROUGH THE
 BREAKROOM.
  
 PER NFPA 101, CH 39EXISTING BUSINESS AND CH 7, MEANS OF
 EGRESS.
  
 39.2.4 NUMBER OF MEANS OF EGRESS.
 39.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE
 FOLLOWING,
 EXCEPT AS OTHERWISE PERMITTED BY 39.2.4.2 THROUGH
 39.2.4.6:
 (1) THE NUMBER OF MEANS OF EGRESS SHALL BE IN
 ACCORDANCE WITH
 7.4.1.1 AND 7.4.1.3 THROUGH 7.4.1.6.
 (2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED
 ON EVERY
 STORY.
 (3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE
 ACCESSIBLE FROM
 EVERY PART OF EVERY STORY.
 39.2.4.2 EXIT ACCESS, AS REQUIRED BY 39.2.4.1(3), SHALL
 BE PERMITTED
 TO INCLUDE A SINGLE EXIT ACCESS PATH FOR THE DISTANCES
 PERMITTED AS
 COMMON PATHS OF TRAVEL BY 39.2.5.3.
 39.2.4.3 A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR
 AREA WITH A
 TOTAL OCCUPANT LOAD OF LESS THAN 100 PERSONS, PROVIDED
 THAT ALL OF
 THE FOLLOWING CRITERIA ARE MET:
 (1) THE EXIT SHALL DISCHARGE DIRECTLY TO THE OUTSIDE AT
 THE LEVEL OF
 EXIT DISCHARGE FOR THE BUILDING.
 (2) THE TOTAL DISTANCE OF TRAVEL FROM ANY POINT,
 INCLUDING TRAVEL
 WITHIN THE EXIT, SHALL NOT EXCEED 100 FT (30 M).
 (3) THE TOTAL DISTANCE OF TRAVEL SPECIFIED IN
 39.2.4.3(2) SHALL BE
 ON THE SAME STORY, OR, IF TRAVERSING OF STAIRS IS
 NECESSARY, SUCH
 STAIRS SHALL NOT EXCEED 15 FT (4570 MM) IN HEIGHT, AND
 BOTH OF
 THE FOLLOWING ALSO SHALL APPLY:
 (A) INTERIOR STAIRS SHALL BE PROVIDED WITH COMPLETE
 ENCLOSURES TO SEPARATE THEM FROM ANY OTHER PART OF THE
 BUILDING, WITH NO DOOR OPENINGS THEREIN.
 (B) A SINGLE OUTSIDE STAIR IN ACCORDANCE WITH 7.2.2
 SHALL BE
 PERMITTED TO SERVE ALL STORIES PERMITTED WITHIN THE 15
 FT
 (4570 MM) VERTICAL TRAVEL LIMITATION.
  
 PLEASE REVIEW AND PROVIDE A LIFE SAFETY PLAN SHOWING
 TRAVEL DISTANCES THAT WOULD ME THE SINGLEE XIT
 REQUIREMENTS AND REMOVE THE EXIT SIGN AT THE CORRIDOR.
  
  
  
 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 I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-10-27 Cont ID  
Sent By jleahy Date 2020-10-27 Time 16:37 Rev Time 0.00
Received By jleahy Date 2020-10-09 Time 15:07 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-09-21 Cont ID  
Sent By jleahy Date 2020-09-21 Time 14:09 Rev Time 0.00
Received By jleahy Date 2020-09-08 Time 15:30 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2020-09-17 Cont ID  
Sent By medwards Date 2020-09-17 Time 07:33 Rev Time 0.00
Received By medwards Date 2020-09-17 Time 06:44 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-10-19 Cont ID  
Sent By lcrespo Date 2020-10-19 Time 16:01 Rev Time 0.00
Received By lcrespo Date 2020-10-19 Time 16:00 Sent To  
Notes
2020-10-19 16:02:0110/19/20 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 1 Status F Date 2020-09-14 Cont ID  
Sent By lcrespo Date 2020-09-14 Time 15:33 Rev Time 0.00
Received By lcrespo Date 2020-09-14 Time 13:03 Sent To  
Notes
2020-09-14 15:35:2009/14/20 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. A SUB PLUMBING PERMIT IS REQUIRED BY A LICENSED
 CONTRACTOR FOR THE SCOPE OF WORK PER THE WPB AMENDMENTS
 TO THE FBC SEC. 105.1.
  
 2. ON SHEET A-1 PLEASE SHOW THE HEIGHT FOR ALL
 PARTITIONS IN BETWEEN THE URINAL, LAV, AND TOILET PER
 THE 2017 FBC SEC. P 405.3.5.
  
 3. ON SHEET P-2 UNDER PLUMBING FIXTURE OF THE NOTE FOR
 LAV AND SINK WHERE TEMPERED WATER REQUIRED IS FOR LAVS
 WITH IS WATER THAT SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3 PER THE 2017 FBC
 SEC. 416.5 TEMPERED WATER FOR PUBLIC HAND-WASHING
 FACILITIES.
  
 4. ON SHEET P-2 MINIMUM URINAL SUPPLY SHALL BE 3/4?
 PLEASE SHOW ON PLUMBING FIXTURE SCHEDULE AND CHANGE
 ISOMETRIC WATER LINE AS WELL PER THE WPB AMENDMENTS TO
 THE FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS.
  
 5. ON SHEET CS-1 IT SHOWS THE HEATER, MOP SINK, AND
 DRINKING FOUNTAIN IN A DIFFERENT LOCATION PLEASE SHOW
 AS IN ALL OTHER SHEETS PER THE WPB AMENDMENTS TO THE
 FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 6. PLEASE SHOW DETAIL FOR THE DRINKING FOUNTAIN PER THE
 WPB AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 7. PLEASE SHOW DETAIL FOR THE HOT WATER HEATER AND
 WHERE IT WILL THE PAN WILL DRAIN TO PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 8. THE SERVICE SINK (MOP SINK) SURROUNDING THE WALL
 SHALL BE IN ACCORDANCE WITH A NON-ABSORBENT SURFACE IN
 ACCORDANCE WITH THE 2017 FBC BUILDING SEC. 1210.2.2.
 PLEASE MAKE A NOTE ON THIS SHEET.
  
 9. SUBMIT A SLAB REPAIR DETAIL, SHOW THE WIDTH OF THE
 REPAIR, THE MINIMUM THICKNESS OF THE CONCRETE TO BE
 REPLACED, AND THE PSI OF THE CONCRETE. SHOW THE SIZE
 AND LENGTH OF THE DOWELS, THE MINIMUM EMBEDMENT DEPTH
 INTO THE EXISTING SLAB, AND THE SPACING OF THE DOWELS
 IN THE CENTER. THE REPAIR SHALL ALSO INCLUDE TERMITE
 TREATMENT OF THE SOIL AND THE REQUIRED VAPOR BARRIER
 OVER THE SOIL. A COPY OF THE TERMITE CERTIFICATE SHALL
 BE ONSITE FOR A FINAL INSPECTION.
  
 10. PLEASE SPECIFY THE TYPE AND SIZE OF INSULATION FOR
 HEAT CIRCULATION PER THE 2017 FBC CE SEC. 404.4.
  
 11. THE REFRIGERATOR MAY BE EQUIPPED WITH AN ICEMAKER
 IF SO IT SHALL BE EQUIPPED WITH AN IN-LINE VACUUM
 BREAKER THAT COMPLIES WITH ASSE 1024 PER THE 2017 FBC
 SEC. 608.13.10.
  
 12. THE KITCHEN COUNTERTOP IS EXISTING, PLEASE SHOW
 CLEAR FLOOR SPACE 30? X 48 AND THE 34? HEIGHT FROM THE
 FINISHED FLOOR PER THE 2017 FBC ACC SEC. 606.3.
  
 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.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-10-21 Cont ID  
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Received By equinone Date 2020-10-21 Time 12:10 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-09-21 Cont ID  
Sent By jleahy Date 2020-09-21 Time 14:08 Rev Time 0.00
Received By jleahy Date 2020-09-21 Time 14:08 Sent To  
Notes
***NONE***


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