| Date |
Text |
| 2015-01-27 14:06:23 | BUILDING PLAN REVIEW |
| | PERMIT: 14120864 |
| | ADD: 1101 S FLAGLER DR. |
| | CONT: HEDRICK BROTHERS |
| | TEL: (561)689-8880 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 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: TUES. JAN. 27/ 2014 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A1 SHOWS A RAMP , GUARDRAIL/ HANDRAIL SYSTEM. |
| | PLEASE NOTE THE TOP OF THE LANDING IS 14.40' ABOVE |
| | GRADE, THE BOTTOM OF THE RAMP IS SET AT 11.88' OR A |
| | DIFFERENCE IN 2.52' IN ELEVATION OR 30 1/4 INCHES IN |
| | HEIGHT. WHEN A GUARDRAIL IS OVER 30 INCHES TALL, THE |
| | GUARD RAIL RAIL IS REQUIRED. |
| | 2010 FBC-B 1013.1 WHERE REQUIRED. GUARDS SHALL BE |
| | LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING |
| | MEZZANINES, EQUIPMENT PLATFORMS, STAIRS, RAMPS AND |
| | LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) |
| | MEASURED VERTICALLY TO THE FLOOR OR GRADE. |
| | |
| | THE ISSUE IS THE REQUIREMENT FOR OPENING LIMITATIONS IN |
| | A CHANGE IN GRADE GREATER THAN 30 INCHES. SEE 2010 |
| | FBC-B 013.3 OPENING LIMITATIONS. |
| | REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW |
| | PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM |
| | THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. |
| | |
| | ALSO SHOW COMPLIANCE WITH: |
| | 1607.7.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS |
| | SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER |
| | LINEAR FOOT (PLF) (0.73 KN/M) APPLIED IN ANY DIRECTION |
| | AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE |
| | SUPPORTS TO THE STRUCTURE. GLASS HANDRAIL ASSEMBLIES |
| | AND GUARDS SHALL ALSO COMPLY WITH SECTION 2407. |
| | |
| | 1607.7.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS |
| | SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF |
| | 200 POUNDS (0.89 KN), APPLIED IN ANY DIRECTION AT ANY |
| | POINT ALONG THE TOP, AND TO TRANSFER THIS LOAD THROUGH |
| | THE SUPPORTS TO THE STRUCTURE. THIS LOAD NEED NOT BE |
| | ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN |
| | SECTION 1607.7. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
