Plan Review Details - Permit 14010169
Plan Review Stops For Permit 14010169
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-01-25 Cont ID  
Sent By jwitmer Date 2014-01-25 Time 12:47 Rev Time 0.00
Received By jwitmer Date 2014-01-25 Time 11:49 Sent To Z
Notes
2014-01-25 12:47:10 
  
 BUILDING PLAN REVIEW
 REVISION: 14010169
 PERMIT: 13010720
 ADD: 700 S ROSEMARY # 104
 CONT: TBD
 CONTACT: JORGE BENAVIDES
 TEL: (561)632-1900
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: SATURDAY JAN. 25/ 2014
 ACTION: DENIED
  
 1) SKETCH SK-1 PLEASE PROVIDE THE AMOUNT OF OCCUPANTS
 THAT ARE EXITING THE REAR OF THE BUILDING, WHEN EXITING
 THE BUILDING, THE 3RD PART OF A EXIT, THE EXIT
 DISCHARGE TO THE PUBLIC STREET, THE RIGHT OF WAY NEEDS
 TO BE MAINTAINED. PLEASE PROVIDE HOW THE 392 OCCUPANTS
 FROM THE SECCOND FLOOR EXITING THROUGH THE BACK OF
 HOUSE EXIT PASSAGE WAY ARE ACCOUNTED FOR AND WHAT
 PORTION OF THE 1ST FLOOR ARE GOING THROUGH THE NEW EAST
 DOOR WAY?
  
 1A) PLEASE PROVIDE THE WIDTH OF THE NEW STAIRS? PROVIDE
 HOW MANY OCCUPANTS THE STAIRS WILL HANDLE 2010 FBC-B
 1005.1. 1027.2 EXIT DISCHARGE CAPACITY.
 THE CAPACITY OF THE EXIT DISCHARGE SHALL BE NOT LESS
 THAN THE REQUIRED DISCHARGE CAPACITY OF THE EXITS BEING
 SERVED.
  
 1B) IT APPEARS THE THE 192 OCCUPANTS THAT EXIT TTHROUGH
 THE SOUTH STAIRWELL TRAVEL OUT A PAIR OF DOUBLE DOORS
 AND ARE LED TO A WALKWAY THAT IS 36" WIDE. THIS SAME
 WALKWAY CONTINUES TO CONNECT TO THE NEW STAIR AND
 LANDING TO THE NORTH WHICH WILL BE RECEIVING THE 200
 OCCUPANTS THAT WILL BE EXITING THE NORTH STAIR, EVEN
 THOUGH THIS IS OUTSIDE, IT IS A CONVERGENCE A 36 INCH
 WIDE WALKWAY CAN ONLY HANDE 180 OCCUPANTS. 2010 FBC-B
 1005.1 1027.2 EXIT DISCHARGE CAPACITY.
 THE CAPACITY OF THE EXIT DISCHARGE SHALL BE NOT LESS
 THAN THE REQUIRED DISCHARGE CAPACITY OF THE EXITS BEING
 SERVED.
  
 1C) THIS WHOLE EGRESS PATH IS PART OF WHAT APPEARS TO
 BE A EGRESS COURT 1027.5 WHEN WE LOOK AT THE PROPERTY
 IT APPEARS THAT YOU TRANSVERSE PROPERTY LINES, HOW WILL
 THIS BE HANDLED SINCE ,THE EXIT DISCHARGE IS NO LONGER
 IN THERE CONTROL.
  
 1D) 1027.5.1 WIDTH. THE WIDTH OF EGRESS COURTS SHALL BE
 DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT SUCH
 WIDTH SHALL NOT BE LESS THAN 44 INCHES (1118 MM),
 EXCEPT AS SPECIFIED HEREIN. EGRESS COURTS SERVING GROUP
 R-3 AND U OCCUPANCIES SHALL NOT BE LESS THAN 36 INCHES
 (914 MM) IN WIDTH. THE REQUIRED WIDTH OF EGRESS COURTS
 SHALL BE UNOBSTRUCTED TO A HEIGHT OF 7 FEET (2134 MM).
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-02-12 Cont ID  
Sent By Mgonzale Date 2014-02-12 Time   Rev Time 1.00
Received By mgonzale Date 2014-02-12 Time   Sent To Z
Notes
2014-02-12 15:16:38RESPOND TO COMMENTS:
  
 #1 PLAN DOES NOT MEET ADA - CLEAR WIDTH REQUIREMENTS
 403.5.1 CLEAR WIDTH. EXCEPT AS PROVIDED IN 403.5.2 AND
 403.5.3, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE
 36 INCHES (915 MM) MINIMUM.
  
 #2 PLAN DOES NOT MEET ADA - PASSING SPACES
 403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A
 CLEAR WIDTH LESS THAN 60 INCHES (1525 MM) SHALL PROVIDE
 PASSING SPACES AT INTERVALS OF 200 FEET (61 M) MAXIMUM.
 PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES (1525
 MM) MINIMUM BY 60 INCHES (1525 MM) MINIMUM; OR, AN
 INTERSECTION OF TWO WALKING SURFACES PROVIDING A
 T-SHAPED SPACE COMPLYING WITH 304.3.2 WHERE THE BASE
 AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES (1220
 MM) MINIMUM BEYOND THE INTERSECTION.
  
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-03-27 Cont ID  
Sent By wjolin Date 2014-03-27 Time 10:13 Rev Time 0.00
Received By wjolin Date 2014-03-25 Time 17:11 Sent To  
Notes
2014-03-27 10:13:40PLEASE REFER TO BUILDING REVIEWER COMMENTS AS FIRE AND
 BUILDING REVIEWER HAVE SAME CONCERNS ABOUT EXIT
 CAPACITY OF THE NEW SIDEWALK AND EXISTING COURTYARD
 AREA.

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-02-19 Cont ID  
Sent By eschneid Date 2014-03-27 Time 10:13 Rev Time 0.00
Received By wjolin Date 2014-01-07 Time 07:13 Sent To FIRE
Notes
2014-03-12 12:15:22REMOVED INADVERTANT I STOP OUT AND ADDED FIRE REVIEW
 STOP.
2014-01-07 07:13:47SENT TO ZONING BOX

Review Stop Z ZONING
Rev No 1 Status F Date 2014-02-19 Cont ID  
Sent By eschneid Date 2014-02-19 Time 16:11 Rev Time 0.50
Received By eschneid Date 2014-01-27 Time 09:08 Sent To  
Notes
2014-02-19 16:19:12FAILED
  
 PROVIDE RESPONSES IN WRITING.
  
 1) PROVIDE FULL, TO SCALE, DETAILS ON HOW THE SIDEWALK
 WILL FUNCTION, INCLUDING DIMENSIONS.
  
 2) PROVIDE A VEHICLE TURNING RADIUS DRAWING VERIFYING
 THAT THE ADA PATH THAT IS IN THE DRIVE AISLE WILL NOT
 BE ENCROACHED UPON BY A VEHICLE USING THE MELLOW
 MUSHROOM PIZZA PICK UP DRIVE. IF VEHICLES WILL ENCROACH
 THE ADA PATH, THEN A NEW LOCATION FOR THE PATH WILL BE
 NEEDED.
  
 3) PLANNING STAFF RECOMMENDS THAT THE WALK BE A MINIMUM
 OF SIX (6) FEET IN WIDTH TO ALLOW ADEQUATE ROOM FOR TWO
 PEOPLE WITH BAGS CONTAINING WORKOUT GEAR TO PASS EACH
 OTHER WITHOUT FORCING ONE OF THE PEOPLE INTO THE
 VEHICLE TRAVEL LANE.
  
 4) PLEASE PROVIDE DETAILS ON HOW THE WALKWAY WILL BE
 LIGHTED (MORE THAN JUST "LIT PER FBC 2010") AND WHAT
 ADDITIONAL SECURITY PROCEDURES WILL BE IN PLACE. THIS
 AREA IS ISOLATED AT NIGHT AND ON WEEKENDS WHEN THE
 OFFICE TOWER IS CLOSED WITH NO NATURAL SURVEILLANCE
 FROM INSIDE OR OUTSIDE OF CITYPLACE.
  
 5) THE WALKWAY PLANS HAVE NOT BEEN APPROVED THROUGH THE
 MINOR AMENDMENT PROCESS. PLEASE ADDRESS THE WALKWAY
 COMMENTS PROVIDED FOR THE MINOR PLANNED DEVELOPMENT
 AMENDMENT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
2014-01-27 14:13:281/27/14 - ZONING RECEIVED REVISION. SENT TO ES FOR
 REVIEW. LL


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