Plan Review Details - Permit 18010531
Plan Review Stops For Permit 18010531
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2019-02-01 Cont ID  
Sent By dbattles Date 2019-02-01 Time 10:32 Rev Time 0.00
Received By dbattles Date 2019-02-01 Time 10:32 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-11-30 Cont ID  
Sent By dbattles Date 2018-11-30 Time 11:01 Rev Time 0.00
Received By dbattles Date 2018-11-29 Time 14:25 Sent To  
Notes
2018-11-30 11:02:37****CORRECTIONS****
 W.P.B. PERMIT: 18010531
 REVIEW #3: NOVEMBER 30, 2018
  
 NO RESPONSE SHEET WAS PROVIDED AND I CAN?T SEE THAT
 COMMENTS HAVE BEEN ADDRESSED.
 THE BASIC INFORMATION NEEDS TO BE ESTABLISHED SO THAT
 COMMENTS CAN BE LOOKED AT WITH DESIGN CRITERIA IN MIND.
 THERE ARE TWO OCCUPANCY GROUPS HERE (BUSINESS AND
 STORAGE). THE AMOUNT OF AREA OF EACH NEEDS TO BE SHOWN
 SO THE AMOUNT OF OCCUPANTS CAN BE DETERMINED.
 THE WORK AFFECTS EGREES AND THE LIFE SAFTEY PLAN NOW
 SHOWS NOTHING ABOUT DISTANCE, OCCUPANT LOAD OR COMMON
 PATH OF TRAVEL.
  
 I SUGGEST THAT AN E-MAIL IS SENT TO ME TO REQUEST A
 MEETING WITH BUILDING REVIEW SO THAT DIRECTION IS
 PROVIDED ON WHAT TO SHOW ON PLANS. IF A MEETING IS NOT
 FEASABLE PLEASE CALL ME TO DISCUSS THE COMMENTS VIA
 PHONE AND E-MAIL.
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC ENERGY = FBC ENERGY CONSERVATION
  
 SECOND BUILDING REVIEW CHECKLIST.
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1) SHEET A1.03 IS LISTED AS THE LIFE SAFETY PLAN.
  
 ORIGINAL COMMENT:
 1A) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED.
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
  
 RESPONSE:
 REPEAT COMMENT. NOT ADDRESSED. NEED TO SPECIFY TYPE OF
 CONSTRUCTION. SEE SEC. 602 FBC.
  
 ORIGINAL COMMENT:
 1B) THIS IS A CHANGE OF OCCUPANCY FROM A STORAGE
 WAREHOUSE OCCUPANCY TO A BUSINESS OCCUPANCY. THE PLANS
 WILL NEED TO STATE THIS IS A CHANGE OF OCCUPANCY AND
 DESIGNED TO THE REQUIREMENTS OF THE:
 2017 EXISTING BUILDING CODE SECTION 1001.2.2 CHANGE OF
 OCCUPANCY CLASSIFICATION OR GROUP. WHERE THE OCCUPANCY
 CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF
 SECTIONS 1002 THROUGH 1012 SHALL APPLY. THIS INCLUDES A
 CHANGE OF OCCUPANCY CLASSIFICATION AND A CHANGE TO
 ANOTHER GROUP WITHIN AN OCCUPANCY CLASSIFICATION.
  
 RESPONSE:
 (1)SCOPE OF WORK IS NOT CLEAR. PLANS WERE REVISED
 EXCEPT FOR ELECTRICAL PLAN THAT SHOWS OPEN OFFICE AREA,
 LIBRARY, RECEPTION, CONFERENCE ROOM AND PARKING AREA.
 SEC. 107.2.1 CITY AMENDMENTS. REVISE AS REQUIRED TO
 MATCH.
  
 (2) USE GROUP IN GENERAL NOTES SPECIFY BUSINESS GROUP
 AND STORAGE GROUP S-1. CLEARLY IDENTIFY PROPOSED
 STORAGE MATERIAL. NUMBER OF EXITS WILL BE DETERMINED
 DEPENDING ON TYPE OF STORAGE. AT THIS POINT THE REAR
 DOOR IS NOT AN EXIT. COORDINATE WITH FIRE COMMENTS.
 SEC. 302.1 FBC.
  
 (3) OCCUPANT LOAD IN GENERAL NOTES IS ONLY ACCOUNTING
 FOR THE STORAGE AREA. PROVIDE OCCUPANT LOAD FOR THE
 OFFICE SPACES ALSO. TABLE 1004.1.2 FBC.
  
 ORIGINAL COMMENT:
 1G) THE LIFE SAFETY PLAN SHOWS A NEW RESTROOM AND A
 EXISTING BATHROOM WITH A SHOWER, BUT THE SHOWER IS NOT
 ACCESSIBLE. 2017 FBC-ACCESSIBILITY CODE. 213.2 TOILET
 ROOMS AND BATHING ROOMS. WHERE TOILET ROOMS ARE
 PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 603. WHERE
 BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL
 COMPLY WITH 603.
  
 RESPONSE:
 PLANS SHOW ONLY ONE RESTROOM COMPLYING WITH SEC. 603
 FBC ACCESSIBILITY. BOTH RESTROOMS NEED TO COMPLY AS
 REQUIRED BY SEC. 213.2 FBC ACCESSIBILITY.
  
 ORIGINAL COMMENT:
 1I) WITH 2 MEANS OF EGRESS REQUIRED ALSO REVIEW THE
 REQUIREMENT FOR 2 ACCESSIBLE MEANS OF EGRESS, SEE 2017
 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION TO
 ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT LEAST
 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH
 404. 2 X 0.60= 1.2 OR 2 ACCESSIBLE MEANS OF EGRESS.
 PLEASE NOTE THE BACK EXIT IS NOT ACCESSIBLE, AND LEAD
 TO THE PUBLIC WAY.
  
 RESPONSE:
 THIS ITEM WILL BE REVIEWED ONCE STORAGE CLASSIFICATION
 AND FIRE COMMENTS ARE ADDRESSED, INCLUDING REQUIRED
 NUMBER OF EXITS. SEE FIRE COMMENTS.
  
 ORIGINAL COMMENT:
 1J) THE LIFE SAFETY PLAN SHOWS 2 PARKING SPACES WITHIN
 THE PARKING GARAGE BUT DOES NOT SHOW A COVERED
 ACCESSIBLE PARKING SPACE NOR ACCESS AISLE , PLEASE ALSO
 NOTE THERE IS A 7 INCH DIFFERENCE IN HEIGHT FROM THE
 GARAGE FLOOR TO THE OPEN OFFICE AREA, NOT AN ACCESSIBLE
 ROUTE. PLEASE SHOW HOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE SECTION 103 EQUIVALENT FACILITATION
 WILL BE MET?
  
 RESPONSE:
 PLANS ARE NOT CLEAR REGARDING THE 7 INCH DIFFERENCE IN
 HEIGHT FROM THE GARAGE FLOOR SHOWN ON PREVIOUS PLANS.
 PROVIDE COMPLETE DETAIL/SPECIFICATIONS SHOWING HOW
 DEALING WITH THE 7 INCH DROP. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 ORIGINAL COMMENT:
 NOTE: THE ORIGINAL COMMENTS BELOW WERE FOR THE PROPOSED
 NEW STAIRS. REVISED PLANS SHOW EXISTING STAIRS. THESE
 STAIRS DON'T HAVE HANDRAILS AND ACCORDING TO PICTURES
 IN WEBSITE SHOWING THE WORK BEING PERFORMED IN THIS
 BUILDING THE STAIRS DON'T SEEM TO BE SAFE. PLEASE
 ADDRESS HOW PROVIDING SAFE STAIRS (MAY USE COMMENTS
 BELOW FOR REFERENCE) SEC. 101.3 FBC-EXISTING BUILDING.
 BUILDING INSPECTOR SITE VISIT MAY BE REQUIRED.
  
 3) SHEET A3.01 SHOWS STAIRS ON THE WEST SIDE OF THE
 BUILDING.
  
 3A) THE STAIR TOP LANDING SHOWS THE GUARDRAIL AT A
 HEIGHT OF 42 INCHES BUT THEN THE GUARD IS REDUCED IN
 HEIGHT TO 32 INCHES.
 FBC-B 1015.3 HEIGHT. REQUIRED GUARDS SHALL BE NOT LESS
 THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS
 FOLLOWS: 1.FROM THE ADJACENT WALKING SURFACES.
 EXCEPTIONS ARE FOR R2 AND R3 IN THE UNIT ITSELF.
  
 3B) THE PLANS DO NOT INDICATE THE SPACING OF THE
 PICKETS. PLEASE SHOW COMPLIANCE WITH: FBC-B 1015.4
 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE
 OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN
 DIAMETER.
  
 3C) THE PLANS DO NOT PROVIDE THE DIMENSION OF THE
 TRIANGULAR AREA OF THE STAIR RISE, RUN AND BOTTOM RAIL
 OF THE GUARD. FBC-B 1015.4 EXCEPTION 2. THE TRIANGULAR
 OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE
 RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF
 A SPHERE 6 INCHES (152 MM) IN DIAMETER.
  
 3D) THE HANDRAIL HORIZONTAL EXTENSION STOP SHORT OF THE
 BOTTOM TREAD. FBC-B 1014.6 HANDRAIL EXTENSIONS.
 THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN
 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO
 SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM
 RISER. 4.ACCESSIBLE HANDRAIL EXTENSIONS SHALL BE IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 ACCESSIBILITY. THE BOTTOM HORIZONTAL RETURN OF A
 HANDRAIL SHALL BE NO HIGHER THAN 27 INCHES. 2017 ACC.
 CODE 307.3.
  
 3E) SHEET A3.01 ARE SILENT ABOUT THE REQUIRED DESIGN
 LOADS FOR HANDRAILS AND GUARDRAILS. DESIGNED AND
 CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITIONS SET
 FORTH IN THIS SECTION. FBC-B 1607.8.1 HANDRAILS AND
 GUARDS. HANDRAILS AND GUARDS SHALL BE DESIGNED TO
 RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF)
 IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
  
 3F) FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD
 OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE
 7.
  
 3G) FBC-B 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE
 RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND
 PANEL FILLERS SHALL BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 ORIGINAL COMMENT:
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A RESPONSE 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.
  
 PLANS ARE INCOMPLETE AND WITH THE RESPONSES TO THE
 COMMENTS MAY CREATE ADDITIONAL COMMENTS.
  
  
 NEW COMMENTS:
 1-PLANS SUBMITTED DON'T MATCH PLANS SPECIFIED ON THE
 DRAWING INDEX ON COVER SHEET. MISSING SOME DRAWIINGS.
 REVISE AS REQUIRED TO MATCH. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 2- COVER SHEET IS MISSING THE ARCHITECT'S TITLE BLOCK.
 ALSO, THE TITLE BLOCK IN ALL OTHER DRAWINGS IS MISSING
 THE NAME AND LICENSE NUMBER OF THE ARCHITECT
 RESPONSIBLE FOR THE DESIGN. SEE BELOW.
  
 61G1-16.004 TITLE BLOCK.
 A TITLE BLOCK MUST APPEAR ON ALL ARCHITECTURAL OR
 INTERIOR DESIGN DRAWINGS AND SPECIFICATION
 IDENTIFICATION SHEETS THAT ARE REQUIRED TO BE SIGNED
 AND SEALED. THE TITLE BLOCK MUST, AT A MINIMUM, CONTAIN
 THE FOLLOWING INFORMATION:
 (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER.
 (2) FIRM LICENSE NUMBER.
 (3) NAME OR IDENTIFICATION OF PROJECT.
 (4) DATE PREPARED.
 (5) A SPACE FOR THE SIGNATURE AND DATED SEAL.
 (6) THE PRINTED NAME AND THE LICENSE/REGISTRATION
 NUMBER OF THE PERSON SEALING THE DOCUMENT.
 (7) THE DATE OF PLANS REVISION, IF THE PLANS ARE
 REVISED.
 (8) FOR THE PURPOSES OF THIS RULE, FIRM IS DEFINED TO
 BE A CORPORATION, LIMITED LIABILITY COMPANY,
 PARTNERSHIP, PERSON PRACTICING UNDER A FICTITIOUS NAME,
 OR PERSON PRACTICING ARCHITECTURE OR INTERIOR DESIGN IN
 HIS OR HER OWN NAME.
 RULEMAKING AUTHORITY 481.2055, 481.221(1), (3) FS. LAW
 IMPLEMENTED 481.219, 481.221(1), (3) FS. HISTORY?NEW
 9-7-00, AMENDED 3-16-14
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-08-17 Cont ID  
Sent By jgomez Date 2018-08-17 Time 15:56 Rev Time 0.00
Received By jgomez Date 2018-08-16 Time 08:46 Sent To  
Notes
2018-08-16 09:29:35SECOND BUILDING REVIEW CHECKLIST.
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1) SHEET A1.03 IS LISTED AS THE LIFE SAFETY PLAN.
  
 ORIGINAL COMMENT:
 1A) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED.
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
  
 RESPONSE:
 REPEAT COMMENT. NOT ADDRESSED. NEED TO SPECIFY TYPE OF
 CONSTRUCTION. SEE SEC. 602 FBC.
  
 ORIGINAL COMMENT:
 1B) THIS IS A CHANGE OF OCCUPANCY FROM A STORAGE
 WAREHOUSE OCCUPANCY TO A BUSINESS OCCUPANCY. THE PLANS
 WILL NEED TO STATE THIS IS A CHANGE OF OCCUPANCY AND
 DESIGNED TO THE REQUIREMENTS OF THE:
 2017 EXISTING BUILDING CODE SECTION 1001.2.2 CHANGE OF
 OCCUPANCY CLASSIFICATION OR GROUP. WHERE THE OCCUPANCY
 CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF
 SECTIONS 1002 THROUGH 1012 SHALL APPLY. THIS INCLUDES A
 CHANGE OF OCCUPANCY CLASSIFICATION AND A CHANGE TO
 ANOTHER GROUP WITHIN AN OCCUPANCY CLASSIFICATION.
  
 RESPONSE:
 (1)SCOPE OF WORK IS NOT CLEAR. PLANS WERE REVISED
 EXCEPT FOR ELECTRICAL PLAN THAT SHOWS OPEN OFFICE AREA,
 LIBRARY, RECEPTION, CONFERENCE ROOM AND PARKING AREA.
 SEC. 107.2.1 CITY AMENDMENTS. REVISE AS REQUIRED TO
 MATCH.
  
 (2) USE GROUP IN GENERAL NOTES SPECIFY BUSINESS GROUP
 AND STORAGE GROUP S-1. CLEARLY IDENTIFY PROPOSED
 STORAGE MATERIAL. NUMBER OF EXITS WILL BE DETERMINED
 DEPENDING ON TYPE OF STORAGE. AT THIS POINT THE REAR
 DOOR IS NOT AN EXIT. COORDINATE WITH FIRE COMMENTS.
 SEC. 302.1 FBC.
  
 (3) OCCUPANT LOAD IN GENERAL NOTES IS ONLY ACCOUNTING
 FOR THE STORAGE AREA. PROVIDE OCCUPANT LOAD FOR THE
 OFFICE SPACES ALSO. TABLE 1004.1.2 FBC.
  
 ORIGINAL COMMENT:
 1G) THE LIFE SAFETY PLAN SHOWS A NEW RESTROOM AND A
 EXISTING BATHROOM WITH A SHOWER, BUT THE SHOWER IS NOT
 ACCESSIBLE. 2017 FBC-ACCESSIBILITY CODE. 213.2 TOILET
 ROOMS AND BATHING ROOMS. WHERE TOILET ROOMS ARE
 PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 603. WHERE
 BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL
 COMPLY WITH 603.
  
 RESPONSE:
 PLANS SHOW ONLY ONE RESTROOM COMPLYING WITH SEC. 603
 FBC ACCESSIBILITY. BOTH RESTROOMS NEED TO COMPLY AS
 REQUIRED BY SEC. 213.2 FBC ACCESSIBILITY.
  
 ORIGINAL COMMENT:
 1I) WITH 2 MEANS OF EGRESS REQUIRED ALSO REVIEW THE
 REQUIREMENT FOR 2 ACCESSIBLE MEANS OF EGRESS, SEE 2017
 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION TO
 ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT LEAST
 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH
 404. 2 X 0.60= 1.2 OR 2 ACCESSIBLE MEANS OF EGRESS.
 PLEASE NOTE THE BACK EXIT IS NOT ACCESSIBLE, AND LEAD
 TO THE PUBLIC WAY.
  
 RESPONSE:
 THIS ITEM WILL BE REVIEWED ONCE STORAGE CLASSIFICATION
 AND FIRE COMMENTS ARE ADDRESSED, INCLUDING REQUIRED
 NUMBER OF EXITS. SEE FIRE COMMENTS.
  
 ORIGINAL COMMENT:
 1J) THE LIFE SAFETY PLAN SHOWS 2 PARKING SPACES WITHIN
 THE PARKING GARAGE BUT DOES NOT SHOW A COVERED
 ACCESSIBLE PARKING SPACE NOR ACCESS AISLE , PLEASE ALSO
 NOTE THERE IS A 7 INCH DIFFERENCE IN HEIGHT FROM THE
 GARAGE FLOOR TO THE OPEN OFFICE AREA, NOT AN ACCESSIBLE
 ROUTE. PLEASE SHOW HOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE SECTION 103 EQUIVALENT FACILITATION
 WILL BE MET?
  
 RESPONSE:
 PLANS ARE NOT CLEAR REGARDING THE 7 INCH DIFFERENCE IN
 HEIGHT FROM THE GARAGE FLOOR SHOWN ON PREVIOUS PLANS.
 PROVIDE COMPLETE DETAIL/SPECIFICATIONS SHOWING HOW
 DEALING WITH THE 7 INCH DROP. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 ORIGINAL COMMENT:
 NOTE: THE ORIGINAL COMMENTS BELOW WERE FOR THE PROPOSED
 NEW STAIRS. REVISED PLANS SHOW EXISTING STAIRS. THESE
 STAIRS DON'T HAVE HANDRAILS AND ACCORDING TO PICTURES
 IN WEBSITE SHOWING THE WORK BEING PERFORMED IN THIS
 BUILDING THE STAIRS DON'T SEEM TO BE SAFE. PLEASE
 ADDRESS HOW PROVIDING SAFE STAIRS (MAY USE COMMENTS
 BELOW FOR REFERENCE) SEC. 101.3 FBC-EXISTING BUILDING.
 BUILDING INSPECTOR SITE VISIT MAY BE REQUIRED.
  
 3) SHEET A3.01 SHOWS STAIRS ON THE WEST SIDE OF THE
 BUILDING.
  
 3A) THE STAIR TOP LANDING SHOWS THE GUARDRAIL AT A
 HEIGHT OF 42 INCHES BUT THEN THE GUARD IS REDUCED IN
 HEIGHT TO 32 INCHES.
 FBC-B 1015.3 HEIGHT. REQUIRED GUARDS SHALL BE NOT LESS
 THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS
 FOLLOWS: 1.FROM THE ADJACENT WALKING SURFACES.
 EXCEPTIONS ARE FOR R2 AND R3 IN THE UNIT ITSELF.
  
 3B) THE PLANS DO NOT INDICATE THE SPACING OF THE
 PICKETS. PLEASE SHOW COMPLIANCE WITH: FBC-B 1015.4
 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE
 OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN
 DIAMETER.
  
 3C) THE PLANS DO NOT PROVIDE THE DIMENSION OF THE
 TRIANGULAR AREA OF THE STAIR RISE, RUN AND BOTTOM RAIL
 OF THE GUARD. FBC-B 1015.4 EXCEPTION 2. THE TRIANGULAR
 OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE
 RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF
 A SPHERE 6 INCHES (152 MM) IN DIAMETER.
  
 3D) THE HANDRAIL HORIZONTAL EXTENSION STOP SHORT OF THE
 BOTTOM TREAD. FBC-B 1014.6 HANDRAIL EXTENSIONS.
 THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN
 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO
 SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM
 RISER. 4.ACCESSIBLE HANDRAIL EXTENSIONS SHALL BE IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 ACCESSIBILITY. THE BOTTOM HORIZONTAL RETURN OF A
 HANDRAIL SHALL BE NO HIGHER THAN 27 INCHES. 2017 ACC.
 CODE 307.3.
  
 3E) SHEET A3.01 ARE SILENT ABOUT THE REQUIRED DESIGN
 LOADS FOR HANDRAILS AND GUARDRAILS. DESIGNED AND
 CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITIONS SET
 FORTH IN THIS SECTION. FBC-B 1607.8.1 HANDRAILS AND
 GUARDS. HANDRAILS AND GUARDS SHALL BE DESIGNED TO
 RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF)
 IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
  
 3F) FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD
 OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE
 7.
  
 3G) FBC-B 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE
 RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND
 PANEL FILLERS SHALL BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 ORIGINAL COMMENT:
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A RESPONSE 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.
  
 PLANS ARE INCOMPLETE AND WITH THE RESPONSES TO THE
 COMMENTS MAY CREATE ADDITIONAL COMMENTS.
  
  
 NEW COMMENTS:
 1-PLANS SUBMITTED DON'T MATCH PLANS SPECIFIED ON THE
 DRAWING INDEX ON COVER SHEET. MISSING SOME DRAWIINGS.
 REVISE AS REQUIRED TO MATCH. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 2- COVER SHEET IS MISSING THE ARCHITECT'S TITLE BLOCK.
 ALSO, THE TITLE BLOCK IN ALL OTHER DRAWINGS IS MISSING
 THE NAME AND LICENSE NUMBER OF THE ARCHITECT
 RESPONSIBLE FOR THE DESIGN. SEE BELOW.
  
 61G1-16.004 TITLE BLOCK.
 A TITLE BLOCK MUST APPEAR ON ALL ARCHITECTURAL OR
 INTERIOR DESIGN DRAWINGS AND SPECIFICATION
 IDENTIFICATION SHEETS THAT ARE REQUIRED TO BE SIGNED
 AND SEALED. THE TITLE BLOCK MUST, AT A MINIMUM, CONTAIN
 THE FOLLOWING INFORMATION:
 (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER.
 (2) FIRM LICENSE NUMBER.
 (3) NAME OR IDENTIFICATION OF PROJECT.
 (4) DATE PREPARED.
 (5) A SPACE FOR THE SIGNATURE AND DATED SEAL.
 (6) THE PRINTED NAME AND THE LICENSE/REGISTRATION
 NUMBER OF THE PERSON SEALING THE DOCUMENT.
 (7) THE DATE OF PLANS REVISION, IF THE PLANS ARE
 REVISED.
 (8) FOR THE PURPOSES OF THIS RULE, FIRM IS DEFINED TO
 BE A CORPORATION, LIMITED LIABILITY COMPANY,
 PARTNERSHIP, PERSON PRACTICING UNDER A FICTITIOUS NAME,
 OR PERSON PRACTICING ARCHITECTURE OR INTERIOR DESIGN IN
 HIS OR HER OWN NAME.
 RULEMAKING AUTHORITY 481.2055, 481.221(1), (3) FS. LAW
 IMPLEMENTED 481.219, 481.221(1), (3) FS. HISTORY?NEW
 9-7-00, AMENDED 3-16-14
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-02-05 Cont ID  
Sent By jwitmer Date 2018-02-05 Time 17:30 Rev Time 0.00
Received By jwitmer Date 2018-02-05 Time 12:30 Sent To  
Notes
2018-02-05 17:29:472017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18010531
 ADD: 861 N. RAILROAD AVE
 CONT: MEASURE TWICE CONSTRUCTION
 TEL: 561-722-0992
 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. FEB. 05/ 2018
 ACTION: DENIED
  
 1) SHEET A1.03 IS LISTED AS THE LIFE SAFETY PLAN.
  
 1A) 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
  
 1B) THIS IS A CHANGE OF OCCUPANCY FROM A STORAGE
 WAREHOUSE OCCUPANCY TO A BUSINESS OCCUPANCY. THE PLANS
 WILL NEED TO STATE THIS IS A CHANGE OF OCCUPANCY AND
 DESIGNED TO THE REQUIREMENTS OF THE:
  
 2017 EXISTING BUILDING CODE SECTION 1001.2.2 CHANGE OF
 OCCUPANCY CLASSIFICATION OR GROUP. WHERE THE OCCUPANCY
 CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF
 SECTIONS 1002 THROUGH 1012 SHALL APPLY. THIS INCLUDES A
 CHANGE OF OCCUPANCY CLASSIFICATION AND A CHANGE TO
 ANOTHER GROUP WITHIN AN OCCUPANCY CLASSIFICATION.
  
 1C) THE LIFE SAFETY SHEET SHOWS A PARKING GARAGE. 2017
 FBC-B 406.4.6 MIXED OCCUPANCY SEPARATION.
 PARKING GARAGES SHALL BE SEPARATED FROM OTHER
 OCCUPANCIES IN ACCORDANCE WITH SECTION 508.1. SEE MIXED
 OCCUPANCIES. FBC-B 508.4 SEPARATED OCCUPANCIES AND
 TABLE 508.4 FOR A NON-SPRINKLERED BUILDING WOULD
 REQUIRE 2 HOUR FIRE SEPARATION BETWEEN THE BUSINESS
 OCCUPANCY AND THE S2 OCCUPANCY.
  
 1D) FBC-B 406.6 ENCLOSED PARKING GARAGES. ENCLOSED
 PARKING GARAGES SHALL COMPLY WITH SECTIONS 406.6.1
 THROUGH 406.6.3.
  
 1E) FBC-B 406.6.2 VENTILATION. A MECHANICAL VENTILATION
 SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, MECHANICAL.
  
 1F) HEADING. AREA OF PARKING IS 407 SQ. FT. / 200= NOT
 2 BUT 3 OCCUPANTS, WHEN THERE IS A FRACTION OF A
 OCCUPANT YOU ROUND UP FOR MEANS OF OCCUPANTS. TABLE
 1004.1.2.
  
 1G) THE LIFE SAFETY PLAN SHOWS A NEW RESTROOM AND A
 EXISTING BATHROOM WITH A SHOWER, BUT THE SHOWER IS NOT
 ACCESSIBLE. 2017 FBC-ACCESSIBILITY CODE. 213.2 TOILET
 ROOMS AND BATHING ROOMS. WHERE TOILET ROOMS ARE
 PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 603. WHERE
 BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL
 COMPLY WITH 603.
  
 1H) HEADING. NUMBER OF REQUIRED EXITS LIST CODE SECTION
 1015.1 LESS THAN 49 OCCUPANTS 1 EXIT IS REQUIRED.
 MISSING INFORMATION IS SINGLE EXIT TABLE 1006.2.1
 BUSINESS OCCUPANCY AND OCCUPANT LOADS GREATER THAN 30,
 THE MAXIMUM COMMON PATH OF TRAVEL IS 75 FEET, REQUIRING
 2 EXITS. PLEASE UPDATE PLANS.
  
 1I) WITH 2 MEANS OF EGRESS REQUIRED ALSO REVIEW THE
 REQUIREMENT FOR 2 ACCESSIBLE MEANS OF EGRESS, SEE 2017
 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION TO
 ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT LEAST
 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH
 404. 2 X 0.60= 1.2 OR 2 ACCESSIBLE MEANS OF EGRESS.
 PLEASE NOTE THE BACK EXIT IS NOT ACCESSIBLE, AND LEAD
 TO THE PUBLIC WAY.
  
 1J) THE LIFE SAFETY PLAN SHOWS 2 PARKING SPACES WITHIN
 THE PARKING GARAGE BUT DOES NOT SHOW A COVERED
 ACCESSIBLE PARKING SPACE NOR ACCESS AISLE , PLEASE ALSO
 NOTE THERE IS A 7 INCH DIFFERENCE IN HEIGHT FROM THE
 GARAGE FLOOR TO THE OPEN OFFICE AREA, NOT AN ACCESSIBLE
 ROUTE. PLEASE SHOW HOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE SECTION 103 EQUIVALENT FACILITATION
 WILL BE MET?
  
 1K) SHEET A1.03 THE LIFE SAFETY PLAN SHOWS A NEW FRONT
 ENTRY DOOR AND REVERSED SWING. 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.
 THE NEW EXTERIOR DOOR CANNOT SWING OUT OVER THE PUBLIC
 SIDEWALK.
 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN
 HEIGHT. ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
 ABOVE GRADE AND BELOW 8 FEET IN HEIGHT SHALL BE
 PROHIBITED. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT
 INTO THE PUBLIC RIGHT-OF-WAY.
  
 2) SHEET S-100 INDICATES WINDOW AND DOOR PRESSURES OF
 +46/ -50 PSF. THE SUBMITTED PRODUCT APPROVALS CANNOT BE
 REVIEWED UNTIL THE WIND DESIGN CRITERIA IS PROVIDED.
  
 PLEASE NOTE THE PLANS DOES NOT PROVIDE A WIND DESIGN
 CRITERIA. 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:
  
 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 2.2. RISK CATEGORY.
  
 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 2.5 DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 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. ALL PRODUCT APPROVALS ARE VASD.
  
 3) SHEET A3.01 SHOWS STAIRS ON THE WEST SIDE OF THE
 BUILDING.
  
 3A) THE STAIR TOP LANDING SHOWS THE GUARDRAIL AT A
 HEIGHT OF 42 INCHES BUT THEN THE GUARD IS REDUCED IN
 HEIGHT TO 32 INCHES.
 FBC-B 1015.3 HEIGHT. REQUIRED GUARDS SHALL BE NOT LESS
 THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS
 FOLLOWS: 1.FROM THE ADJACENT WALKING SURFACES.
 EXCEPTIONS ARE FOR R2 AND R3 IN THE UNIT ITSELF.
  
 3B) THE PLANS DO NOT INDICATE THE SPACING OF THE
 PICKETS. PLEASE SHOW COMPLIANCE WITH: FBC-B 1015.4
 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE
 OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN
 DIAMETER.
  
 3C) THE PLANS DO NOT PROVIDE THE DIMENSION OF THE
 TRIANGULAR AREA OF THE STAIR RISE, RUN AND BOTTOM RAIL
 OF THE GUARD. FBC-B 1015.4 EXCEPTION 2. THE TRIANGULAR
 OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE
 RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF
 A SPHERE 6 INCHES (152 MM) IN DIAMETER.
  
 3D) THE HANDRAIL HORIZONTAL EXTENSION STOP SHORT OF THE
 BOTTOM TREAD. FBC-B 1014.6 HANDRAIL EXTENSIONS.
 THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN
 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO
 SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM
 RISER. 4.ACCESSIBLE HANDRAIL EXTENSIONS SHALL BE IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 ACCESSIBILITY. THE BOTTOM HORIZONTAL RETURN OF A
 HANDRAIL SHALL BE NO HIGHER THAN 27 INCHES. 2017 ACC.
 CODE 307.3.
  
 3E) SHEET A3.01 ARE SILENT ABOUT THE REQUIRED DESIGN
 LOADS FOR HANDRAILS AND GUARDRAILS. DESIGNED AND
 CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITIONS SET
 FORTH IN THIS SECTION. FBC-B 1607.8.1 HANDRAILS AND
 GUARDS. HANDRAILS AND GUARDS SHALL BE DESIGNED TO
 RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF)
 IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
  
 3F) FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD
 OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE
 7.
  
 3G) FBC-B 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE
 RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND
 PANEL FILLERS SHALL BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 4) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. 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.
  
 5) 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.
  
 PLANS ARE INCOMPLETE AND WITH THE RESPONSES TO THE
 COMMENTS MAY CREATE ADDITIONAL COMMENTS.
  
 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: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2019-02-03 Cont ID  
Sent By skennedy Date 2019-02-03 Time 08:48 Rev Time 0.00
Received By jpearson Date 2019-02-03 Time 08:48 Sent To  
Notes
2019-02-03 08:48:41PASSED FOR DEMO ONLY. ELECTRICAL PERMIT APPLICATION
 REQUIRED.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-10-29 Cont ID  
Sent By jpearson Date 2018-10-29 Time 10:47 Rev Time 0.00
Received By jpearson Date 2018-10-29 Time 10:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-07-27 Cont ID  
Sent By ppetty Date 2018-07-27 Time 11:27 Rev Time 0.00
Received By ppetty Date 2018-07-27 Time 11:27 Sent To  
Notes
2018-07-27 11:27:28CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. CORRECTED
 2. CORRECTED
 3. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 ESTIMATED VALUES ARE NOT ACCEPTABLE. NEC 110.9, 110.10
 4. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
 8.4.2. PER THIS REQUIREMENT, THE FOLLOWING SHALL BE
 AUTOMATICALLY CONTROLLED: 1) AT LEAST 50% OF ALL
 125-VOLT, 15 AND 20 AMP RECEPTACLES, IN ALL PRIVATE
 OFFICES, CONFERENCE ROOMS, ROOMS USED PRIMARILY FOR
 PRINTING AND/OR COPYING FUNCTIONS, BREAK ROOMS,
 CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. 2) AT LEASE
 25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR MODULAR
 FURNITURE NOT SHOWN ON THE CONSTRUCTION DOCUMENTS. FBC
 EC C405.6.1
 5. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE
 INCLUDING ALL LOADS. NEC 220
 6. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, WALK IN COOLERS, SIGNS, SITE LIGHTING, AND
 SWIMMING POOLS (WHERE APPLICABLE) ARE NOT INCLUDED IN
 THE SCOPE OF THIS PLAN REVIEW. PROVIDE A BLOCK NOTE
 INDICATING THE REQUIRED SEPARATE PERMITS AND DATA
 SPECIFICATION SHEET SUBMITTALS FOR ANY OF THESE SYSTEMS
 PRESENT. FBC 105.1, 107.2.1
 7. PROVIDE DEDICATED CIRCUIT AND CONTROL FOR SIGN. NEC
 600.5; FBC EC 405.2.4
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 PHIL PETTY
 ELECTRICAL PLANS EXAMINER,CHIEF ELECTRICAL INSPECTOR
 561-805-6742
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-02-19 Cont ID  
Sent By jpearson Date 2018-02-19 Time 12:11 Rev Time 0.00
Received By jpearson Date 2018-02-19 Time 10:06 Sent To  
Notes
2018-02-19 12:11:23CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. THE NEC AND FBC SPECIFIED FOR DESIGN IS NOT THE
 CURRENT CODE. PROVIDE CORRECTION. FBC PREFACE (ALSO SEE
 CURRENT CODES ABOVE)
 2. PROVIDE WEATHER PROOF GFCI RECEPTACLE AT SERVICE.
 NEC 210.64
 3. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 ESTIMATED VALUES ARE NOT ACCEPTABLE. NEC 110.9, 110.10
 4. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
 8.4.2. PER THIS REQUIREMENT, THE FOLLOWING SHALL BE
 AUTOMATICALLY CONTROLLED: 1) AT LEAST 50% OF ALL
 125-VOLT, 15 AND 20 AMP RECEPTACLES, IN ALL PRIVATE
 OFFICES, CONFERENCE ROOMS, ROOMS USED PRIMARILY FOR
 PRINTING AND/OR COPYING FUNCTIONS, BREAK ROOMS,
 CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. 2) AT LEASE
 25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR MODULAR
 FURNITURE NOT SHOWN ON THE CONSTRUCTION DOCUMENTS. FBC
 EC C405.6.1
 5. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE
 INCLUDING ALL LOADS. NEC 220
 6. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, WALK IN COOLERS, SIGNS, SITE LIGHTING, AND
 SWIMMING POOLS (WHERE APPLICABLE) ARE NOT INCLUDED IN
 THE SCOPE OF THIS PLAN REVIEW. PROVIDE A BLOCK NOTE
 INDICATING THE REQUIRED SEPARATE PERMITS AND DATA
 SPECIFICATION SHEET SUBMITTALS FOR ANY OF THESE SYSTEMS
 PRESENT. FBC 105.1, 107.2.1
 7. PROVIDE DEDICATED CIRCUIT AND CONTROL FOR SIGN. NEC
 600.5; FBC EC 405.2.4
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2019-01-31 Cont ID  
Sent By pleduc Date 2019-01-31 Time   Rev Time 0.00
Received By pleduc Date 2019-01-31 Time 11:53 Sent To  
Notes
2019-01-31 11:55:44THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
  
  
 1) THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF
 THE 6TH EDITION OF FLORIDA FIRE PREVENTION CODE WHICH
 INCLUDES THE 2015 EDITION OF NFPA 1 AND NFPA 101.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-10-10 Cont ID  
Sent By pleduc Date 2018-10-10 Time   Rev Time 0.00
Received By pleduc Date 2018-10-10 Time 13:44 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2018-07-06 Cont ID  
Sent By pleduc Date 2018-07-06 Time   Rev Time 0.00
Received By pleduc Date 2018-07-05 Time 16:29 Sent To  
Notes
2018-07-06 11:19:37THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE ARE NO INDICATIONS OR NARRATIVE ON THE TYPE OF
 HAZARD CLASSIFICATION FOR THE PROPOSED STORAGE AREA.
  
 THE CLASSIFICATION OF HAZARD IS REQUIRED, BUT EVEN MORE
 SO IF YOU ARE PROPOSING ONLY ONE EXIT FROM THE AREA.
  
 PLEASE PROVIDE WHAT TYPE AND KIND OF MATERIAL, PRODUCT,
 EQUIPOMENT, RACKS, AND/OR PACKAGING, IS BEING PROPOSED
 FOR THIS AREA.
  
 VEHICLE PARKING HAS BEEN NOTED, WHICH WOULD BE ORDINARY
 HAZARD.
  
 IF NO CLASSIFICATION IS PROVIDED OR LOW HAZARD CAN NOT
 BE SUPPORTED, AN ORDINARY HAZARD CLASSIFICATION WILL BE
 ASSUMED, IMPLEMENTED AND ENFOCRED.
  
  
  
 2) SHEET 1.02 - THERE IS AN INDICATION THAT THE REAR
 DOOR IS NOT AN EXIT AND LEAVING ONLY ONE EXIT FROM THE
 STORAGE AREA.
  
 PER NFPA 101 CHAPTER 42, STORAGE OCCUPANCIES
  
 42.2.4 NUMBER OF MEANS OF EGRESS. THE NUMBER OF MEANS
 OF
 EGRESS SHALL COMPLY WITH 42.2.4.1 THROUGH 42.2.4.3.
 (SEE ALSO
 SECTION 7.4.)
 42.2.4.1 THE NUMBER OF MEANS OF EGRESS SHALL COMPLY
 WITH ANY OF
 THE FOLLOWING:
 (1) IN LOW HAZARD STORAGE OCCUPANCIES, A SINGLE MEANS
 OF EGRESS
 SHALL BE PERMITTED FROM ANY STORY OR SECTION.
 (2) IN ORDINARY HAZARD STORAGE OCCUPANCIES, A SINGLE
 MEANS OF
 EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION,
 PROVIDED
 THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE
 PERMITTED AS A
 COMMON PATH OF TRAVEL.
  
 THE TABLE 42.2.5 INDICATES THE COMMON PATH OF TRAVEL AS
 50' FOR ORDINARY HAZARD
  
 PLEASE DEFINE AND EXPLAIN IN DETAIL WHAT KIND AND TYPE
 OF STORAGE IS BEING PROPOSED, OTHERWISE PROVIDE A
 SECOND EXIT FROM THE STORAGE AREA.
  
  
  
  
 3) SHEET E 3 - AN EXIT SIGN AND EMERGENCY LIGHT IS
 INDICATED AT THE REAR DOOR.
  
 ACCORDING TO THE LIFE SAFETY PLAN AND SHEET 1.02, THIS
 DOOR IS NOT AN EXIT AND SHOULD NOT HAVE AN INDICATING
 EXIT SIGN.
  
 PLEASE REVIEW, CORRECT OR EXPLAIN WITH DETAILS.
  
  
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
  
 5) 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 2018-01-22 Cont ID  
Sent By pleduc Date 2018-01-22 Time   Rev Time 0.00
Received By pleduc Date 2018-01-22 Time 09:34 Sent To  
Notes
2018-01-22 14:16:39THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE IS NO INDICATION OF THE OCCUPANY
 CLASSIFICATION AND/OR THE SEPARATION OF THE VARIOUS
 OCCUPANCIES OF THIS PROJECT.
  
 THOUGH BUSINESS OCCUPANCY IS INDICATED ON THE LIFE
 SAFETY PLAN, IT NEEDS TO BE CLARIFIED FURTHER.
  
  
  
 2) SHEET A 1 02 - THE WALLS OF THE GARAGE/VEHICLE
 STORAGE AREA ARE NOT INDICATED WITH ANY FIRE RATING.
  
 THE VEHICLE GARAGE AREA IS STORAGE AND SHALL BE
 SEPARATED FROM THE OTHER OCCUPANCY.
  
 PER NFPA 101, CHAPTER 6, OCCUPANCY CLASSIFICATION:
  
 6.1.14 MULTIPLE OCCUPANCIES.
 6.1.14.1 GENERAL.
 6.1.14.1.1 MULTIPLE OCCUPANCIES SHALL COMPLY WITH THE
 REQUIREMENTS OF
 6.1.14.1 AND ONE OF THE FOLLOWING:
 (1) MIXED OCCUPANCIES ? 6.1.14.3
 (2) SEPARATED OCCUPANCIES ? 6.1.14.4
  
 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.
  
 PLEASE PROVIDE FOR THE SEPARATION OF THE GARAGE AS
 REQUIRED.
  
  
  
 2) SHEET A 2 01 - THE DOUBLE DOOR,110A, IS NOT IN THE
 DOOR SCHEDULE AND A FIRE RATING CONSISTENT WITH THE
 WALL RATING IS NOT INDICATED.
  
 PLEASE PROVIDE DETAILS INCLUDING HARDWARE.
  
  
  
 3) SHEET 2 01 - DOOR 102, AN EXIT DOOR, DOES HAVE THE
 HARDWARE INDICATED.
  
 PLEASE PROVIDE DETAILS CONSISTENT WITH THE REQUIRMENTS
 OF NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
  
  
 4) SHEET 2 01 - DOOR 111. AN EXIT DOOR, DOES HAVE THE
 HARDWARE INDICATED.
  
 PLEASE PROVIDE DETAILS CONSISTENT WITH THE REQUIRMENTS
 OF NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
  
  
 5) SHEET 2 01 - DOOR 100, THE FRONT DOOR, IS NOT IN THE
 DOOR SCHEDULE.
  
 PLEASE PROVIDE DETAILS CONSISTENT WITH THE REQUIRMENTS
 OF NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
  
  
 6) SHEET S 200 - THERE IS NO DETAILS INDICATED FOR THE
 RAILING AND/OR GUARD.
  
 PER NFPA 101, CHAPTER 7 MEANS OF EGRESS:
 7.2.2.4 GUARDS AND HANDRAILS.
 7.2.2.4.1 HANDRAILS.
 7.2.2.4.5.1 NEW HANDRAILS ON STAIRS SHALL BE NOT LESS
 THAN 34 IN. (865 MM), AND NOT MORE THAN 38 IN. (965
 MM), ABOVE THE SURFACE OF THE TREAD, MEASURED
 VERTICALLY TO THE TOP OF THE RAIL FROM THE LEADING EDGE
 OF THE TREAD.
 7.2.2.4.5.3 THE HEIGHT OF REQUIRED HANDRAILS THAT FORM
 PART OF A GUARD SHALL BE PERMITTED TO EXCEED 38 IN.
 (965 MM), BUT SHALL NOT EXCEED 42 IN. (1065 MM),
 MEASURED VERTICALLY TO THE TOP OF THE RAIL FROM THE
 LEADING EDGE OF THE TREAD.
  
 7.2.2.4.6.1 THE HEIGHT OF GUARDS REQUIRED IN 7.1.8
 SHALL BE MEASURED VERTICALLY TO THE TOP OF THE GUARD
 FROM THE SURFACE ADJACENT THERETO.
 7.2.2.4.6.2 GUARDS SHALL BE NOT LESS THAN 42 IN. (1065
 MM) HIGH, EXCEPT AS PERMITTED BY ONE OF THE FOLLOWING:
 (1) EXISTING GUARDS WITHIN DWELLING UNITS SHALL BE
 PERMITTED TO BE NOT LESS THAN 36 IN. (915 MM) HIGH.
 (2) THE REQUIREMENT OF 7.2.2.4.6.2 SHALL NOT APPLY IN
 ASSEMBLY OCCUPANCIES WHERE OTHERWISE PROVIDED IN
 CHAPTERS 12 AND 13.
 (3) *EXISTING GUARDS ON EXISTING STAIRS SHALL BE
 PERMITTED TO BE NOT LESS THAN 30 IN. (760 MM) HIGH.
 7.2.2.4.6.3* OPEN GUARDS, OTHER THAN APPROVED EXISTING
 OPEN GUARDS, SHALL HAVE INTERMEDIATE RAILS OR AN
 ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 IN. (100 MM) IN
 DIAMETER IS NOT ABLE TO PASS THROUGH ANY OPENING UP TO
 A HEIGHT OF 34 IN. (865 MM), AND THE FOLLOWING ALSO
 SHALL APPLY:
 (1) THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD,
 AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A
 STAIR SHALL BE OF SUCH SIZE THAT A SPHERE 6 IN. (150
 MM) IN DIAMETER IS NOT ABLE TO PASS THROUGH THE
 TRIANGULAR OPENING.
 (2) IN DETENTION AND CORRECTIONAL OCCUPANCIES, IN
 INDUSTRIAL OCCUPANCIES, AND IN STORAGE OCCUPANCIES, THE
 CLEAR DISTANCE BETWEEN INTERMEDIATE RAILS, MEASURED AT
 RIGHT ANGLES TO THE RAILS, SHALL NOT EXCEED 21 IN. (535
 MM).
  
 PLEASE PROVIDE DETAILS CONSISTENT WITH THE
 REQUIREMENTS.
  
  
  
 7) SHEET E 3 - AN EXIT LIGHT IS SHOWN AT THE DOUBLE
 DOORS TO THE GARAGE. THE EXIT CAN NOT PASS THROUGH THE
 GARAGE. ADDITIONALLY, THE LIFE SAFETY PLAN, 3 01, SHOWS
 THE EXIT PATH OF TRAVEL THROUGH THE OFFICE AREA.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 8) SHEET E 3 - THERE IS NOT AN EXIT SIGN INDICATED OVER
 THE DOOR LEADING TO THE LIBRARY AS SHOWN FOR THE EXIT
 TRAVEL PATH ON THE LIFE SAFETY PLAN.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 9) SHEET E 3 - THERE IS NOT AN EXIT SIGN AT THE END OF
 THE CORRIDOR LEADING FROM THE CONFERENCE ROOM TO THE
 OPEN OFFICE AREA.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 10) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 11) 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 4 Status N Date 2019-02-06 Cont ID  
Sent By gjohnson Date 2019-02-06 Time 11:51 Rev Time 0.00
Received By gjohnson Date 2019-01-24 Time 11:19 Sent To  
Notes
2019-01-31 11:42:44GAVE TO LEDUC IN FIRE CUBICLE.
2019-01-24 13:56:30APPLICATION IN MY OFFICE AWAITING UPDATED PLAN FROOM
 ARCHITECT.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-11-30 Cont ID  
Sent By dbattles Date 2018-11-30 Time 11:02 Rev Time 0.00
Received By dbattles Date 2018-10-04 Time 14:44 Sent To  
Notes
2018-11-20 13:07:22ROUTED FROM ZONING TO PERMIT LIBRARIAN 11/20/18
2018-10-05 14:44:46C23
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-09-18 Cont ID  
Sent By cpuell Date 2018-09-18 Time 15:11 Rev Time 0.00
Received By cpuell Date 2018-07-02 Time 14:55 Sent To  
Notes
2018-09-18 14:41:15TO LMARCHAN. ALL REVIEWS COMPLETED.
2018-07-03 14:55:29C23
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-03-01 Cont ID  
Sent By cpuell Date 2018-03-01 Time 15:37 Rev Time 0.00
Received By cpuell Date 2018-01-16 Time 14:27 Sent To  
Notes
2018-01-17 14:27:20C23
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2019-01-24 Cont ID  
Sent By skennedy Date 2019-01-24 Time 11:22 Rev Time 0.00
Received By skennedy Date 2019-01-24 Time 11:22 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-08-16 Cont ID  
Sent By jgomez Date 2018-08-16 Time 18:05 Rev Time 0.00
Received By jgomez Date 2018-08-16 Time 18:04 Sent To  
Notes
2018-08-16 18:11:40 
 ACCORDING TO PLANS RESUBMITTED, IT LOOKS LIKE GOING
 BACK TO STORAGE. JG.
  
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-02-05 Cont ID  
Sent By jwitmer Date 2018-02-05 Time 17:30 Rev Time 0.00
Received By jwitmer Date 2018-02-05 Time 12:30 Sent To  
Notes
2018-02-05 17:30:11IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. 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
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2019-02-04 Cont ID  
Sent By skennedy Date 2019-02-04 Time 13:45 Rev Time 0.00
Received By skennedy Date 2019-02-04 Time 13:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-07-26 Cont ID  
Sent By ccole Date 2018-07-26 Time 15:37 Rev Time 0.00
Received By ccole Date 2018-07-26 Time 15:37 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-02-13 Cont ID  
Sent By ccole Date 2018-02-13 Time 08:43 Rev Time 0.00
Received By ccole Date 2018-02-12 Time 17:25 Sent To  
Notes
2018-02-13 09:11:121ST REVIEW FBC-2014 MECHANICAL
 PERMIT #18010531
 2/13/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE FLORIDA BUILDING CODES SIXTH EDITION-2017 WENT
 INTO EFFECT ON JAN. 1, 2018. THE PERMIT APPLICATION AND
 PLANS FOR THE PROJECT WERE SUBMITTED AFTER THAT DATE.
 PLEASE UPDATE THE DESIGN CRITERIA FOR THE PROJECT
 INCLUDING ALL DRAWINGS, DETAILS, NOTES, ENERGY AND HVAC
 CALCULATIONS ETC. THAT ARE REFERENCING THE OUTDATED
 2014 CODES.
  
 2) PLEASE REMOVE THE ENERGYGAUGE SUBMITTAL FOR A SINGLE
 FAMILY HOME THAT HAS BEEN ATTACHED TO THE FRONT COVER
 OF THE PLAN AND ALSO UPDATE THE ENERGYGAUGE COMPLIANCE
 REPORT FOR THE NEW TENANT BUILD-OUT.
  
 3) SHEET M-1: PROVIDE THE LEGEND AND TEXT THAT
 CORRELATES TO THE KEYNOTES SHOWN ON THE PLAN.
  
 4) PROVIDE AN EXHAUST SYSTEM FOR THE PARKING GARAGE IN
 COMPLIANCE WITH SECTION 404.1
  
 5) VERIFY THE CONCEALED AREAS ABOVE THE LIBRARY, STAFF
 LOUNGE, HALLWAY ARE NOT BEING USED AS RETURN AIR
 PLENUMS- SECTION 602.
  
 6) SUBMIT THE NOA FOR THE GRAVITY VENTILATOR AND THE
 CONDENSER TIE-DOWN CLIPS- RULE 9N-3 FAC.
  
 7) PROVIDE A CONDENSATE DISPOSAL PLAN- SECTION 307.
  
  
 THE MECHANICAL REVIEW IS STOPPED AT THIS POINT PEMDING
 SUBMITTAL OF UPDATED PLANS AND CALCULATIONS.
  
 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
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
  
 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 3 Status P Date 2019-02-06 Cont ID  
Sent By gjohnson Date 2019-02-06 Time 11:51 Rev Time 0.00
Received By gjohnson Date 2019-02-06 Time 11:51 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2018-08-15 Cont ID  
Sent By gjohnson Date 2018-08-15 Time 12:24 Rev Time 0.00
Received By gjohnson Date 2018-08-15 Time 10:29 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-02-28 Cont ID  
Sent By gjohnson Date 2018-02-28 Time 14:39 Rev Time 0.00
Received By gjohnson Date 2018-02-28 Time 14:39 Sent To  
Notes
2018-02-28 15:03:031ST REVIEW: FBC 2017 6TH EDITION
  
 PLUMBING COMMENTS:
  
 1. PROVIDE DIMENSIONS FOR SHOWER SHALL COMPLY WITH FBC
 ACC
 A) 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 36
 INCHES (915 MM) WIDE AND 60 INCHES (1525 MM) DEEP
 MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER
 POINTS OF OPPOSING SIDES.A 36 INCH (915 MM) WIDE
 MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG
 SIDE OF THE COMPARTMENT.
 B) 608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THE CONTROLS,
 FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON
 THE SIDE WALL OPPOSITE THE SEAT 38 INCHES (965 MM)
 MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE
 SHOWER FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL
 15 INCHES (380 MM) MAXIMUM FROM THE CENTERLINE OF THE
 SEAT TOWARD THE SHOWER OPENING.
 C) 608.3.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB
 BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE
 WALL FARTHEST FROM THE COMPARTMENT ENTRY. GRAB BARS
 SHALL NOT BE PROVIDED ABOVE THE SEAT. GRAB BARS SHALL
 BE INSTALLED 6 INCHES (150 MM) MAXIMUM FROM ADJACENT
 WALLS.
  
 2. THE BREAK ROOM SINK SHALL COMPLY WITH FBC ACC
 606.1 GENERAL.
 LAVATORIES AND SINKS SHALL COMPLY WITH 606.
 A)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.
 B)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.
  
 3. THE SIDE WALL GRAB BAR OF THE TOILET SHALL COMPLY
 WITH FBC ACC 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.
  
 4. SHOW COMPLIANCE WITH FBC ACC 602 FOR THE WATER
 FOUNTAIN. 602
 DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602.
 A) 602.2 CLEAR FLOOR SPACE.
 UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 B) 602.4 SPOUT HEIGHT.
 SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND.
 C) 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS.
 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 5. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
 AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
 FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
 VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3. PER FBC PL 416.5
  
  
 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 4 Status N Date 2019-02-04 Cont ID  
Sent By skennedy Date 2019-02-04 Time 13:45 Rev Time 0.00
Received By skennedy Date 2019-02-04 Time 13:45 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2018-11-20 Cont ID  
Sent By elevesqu Date 2018-11-20 Time 13:06 Rev Time 0.00
Received By elevesqu Date 2018-11-20 Time 13:06 Sent To  
Notes
2018-11-20 13:06:59PROVISO: NO ADDITIONAL SF TO BUILDING PERMITTED.
Review Stop Z ZONING
Rev No 2 Status F Date 2018-09-18 Cont ID  
Sent By aaponte Date 2018-09-18 Time 13:48 Rev Time 0.00
Received By aaponte Date 2018-09-18 Time 13:48 Sent To  
Notes
2018-09-18 14:40:291. PROPERTY CALCULATIONS TABLE ON COVER SHEET HAS A
 PROPOSED SQUARE FOOTAGE NUMBER THAT DOES NOT REFLECT
 THE SCOPE OF WORK. PLEASE CLARIFY IF ANY ADDITION IS
 PROPOSED.
 2. PLEASE CLERLY INDICATE WHAT IS ARE THE CHANGES.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 2018-03-01 Cont ID  
Sent By AA Date 2018-03-01 Time 15:20 Rev Time 0.00
Received By aaponte Date 2018-03-01 Time 15:10 Sent To  
Notes
2018-03-01 15:23:481. PLEASE PROVISE INFORMATION TO CONFIRM THE PROPOSED
 RENOVATION COMPLIES WITH THE MINIMUM 30% TRANSPARENCY
 ALONG RAILROAD AVE. TRANSPARENCY IS MEASURED AS A
 PERCENTAGE OF THE STOREFRONT AREA BETWEEN GROUND AND
 10'. SEE FIGURE IV-33 OF THE ZONING CODE.
 2. PLEASE IDENTIFY THE TYPE OF OFFICE USE TO OCCUPY THE
 SPACE. INDUSTRIAL CHIC DISTRICT -5 ONLY ALLOWS DESIGN
 ART RELATED USES.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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