| Date |
Text |
| 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] |
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