| Date |
Text |
| 2011-05-04 07:41:08 | BUILDING PLAN REVIEW |
| | PERMIT: 11040636 |
| | ADD: 501 S OLIVE AVE. |
| | CONT: GRUEBER HALL CORP |
| | TEL: (561)662-3377 |
| | |
| | 2007 FLORIDA BUILDING CODEW/ 2009 FBC SUPPLEMENTS * |
| | WEST PALM BEACH AMENDMENTS (CHAPTER 1) |
| | 2007 FLORIDA EXISTING BUILDING CODE/ 2009 SUPPLEMENTS |
| | |
| | |
| | 2007 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 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE STATE AS TO WHAT CODE EDITION THESE PLANS |
| | WERE DESIGNED TOO? |
| | |
| | THE BUILDING REVIEW WILL BE USING THE STATED CODES FOR |
| | THIS REVIEW: |
| | ADOPTION OF THE FLORIDA BUILDING CODE: FL S 553.73 |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS * |
| | WEST PALM BEACH AMENDMENTS (CHAPTER 1) |
| | 2007 FLORIDA EXISTING BUILDING CODE/ 2009 SUPPLEMENTS |
| | 2007 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. |
| | |
| | 2) SHEET A2.1: |
| | |
| | 2A) THE FRONT ENTRY INDICATES THE CONSTRUCTION OF A NEW |
| | ACCESSABLE RAMP.ON THE EAST DEGE OF THE LANDING THE |
| | PLANS INDICATE A SIX INCH STEP AND THE ACTUAL RAMP |
| | PORTION INDICATES A LENGTH OF 5'-0". 11-4.8.2 SLOPE & |
| | RISE. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN NEW CONSTRUCTION |
| | SHALL BE 1 TO 12. THE MAXIMUM RISE FOR RUN SHALL BE 30" |
| | (SEE FIGURE 16). |
| | IS THIS A DISCREPANCY, OR IS THE GRADE ON THE WEST SIDE |
| | OF THE RAMP A INCH HIGHER IN ELEVATION? THE OTHER ISSUE |
| | WITH THIS RAMP WILL BE THE ACTUAL HEIGTH OF THE RAMP OR |
| | CHANGE IN ELEVATION SECTION 11.4.8.5. HANDRAILS: IF A |
| | RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT SHALL HAVE |
| | HANDRAILS ON BOTH SIDES. PLEASE PROVIDE DOCUMENTATION |
| | IF HANDRAILS WILL BE REQUIRED, FIELD VERIFY, THANK YOU. |
| | |
| | 2B) THIS SHEET INDICATES THE USE OF A PEDESTAL SINK |
| | WITHIN THE NEW ACCESSIBLE RESTROOM. WHILE SHEET A5.1 |
| | SECTION 2 INDICATES THE USE OF A WALL HUNG LAVATORY |
| | PLEASE PROVIDE IF THIS IS A PEDESTAL SINK WHICH WILL |
| | NEED TO COMPLY WITH: |
| | 11-4.19.2 HEIGHT AND CLEARANCES. |
| | LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER |
| | SURFACE NO HIGHER THAN 34 INCHES (865 MM) ABOVE THE |
| | FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES |
| | (735 MM) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE |
| | APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITH FIGURE |
| | 31. |
| | |
| | 2C) THE PLAN ALSO INDICATES A OFFICE SPACE/ SHOWROOM |
| | WITH WHAT APPEARS TO BE A BREAK COUNTER LOCATED AT A |
| | HEIGTH OF 36". PLEASE PROVIDE COMPLIANCE WITH: |
| | 11-4.24.2 HEIGHT. SINKS SHALL BE MOUNTED WITH THE |
| | COUNTER OR RIM NO HIGHER THAN 34" ABOVE THE FINISH |
| | FLOOR. |
| | 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH 30" |
| | WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH SINKS. |
| | 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT |
| | LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM) |
| | COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN |
| | FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR |
| | FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL |
| | EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE |
| | SINK. |
| | |
| | 2D) PLANS FAIL TO INDICATE COMPLIANCE WITH 11-4.15 AN |
| | ACCESSIBLE DRINKING FOUNTAIN. |
| | |
| | 3) SHEET A5.1: |
| | 3A) SECTION DETAIL# 1 INDICATES A NEW METAL STUD |
| | CEILING BEING FRAMED IN AND THE COMMENT METAL STUD |
| | FRAMING AS REQUIRED. PLEASE PROVIDE THE FRAMING |
| | CRITERIA FOR THE METAL STUDS, TYPE OF METAL STUD, GAUGE |
| | OF STUD, SPACING FOR THE METAL STUD AND DIRECTION OF |
| | FRAMNG FOR WALLS AND CEILING PER 2007 FBC-B TABLE |
| | 2506.2 STEEL STUD NON-LOAD BEARING , TABLE 2508.1STEEL |
| | FRAMING FOR GYPSUM BOARD AND 1607.13 & TABLE 1604.3 |
| | DEFLECTION LIMITS FOR TYPE OF CEILINGS. |
| | |
| | 3B) MISSING INFORMATION ON THE GRAB BARS, PROVIDE BOTH |
| | LENGTH OF BARS HEIGTH OF BARS FROM THE FINISH FLOOR |
| | LEVEL AND DISTANCE FROM TTHE CORNERS. PLEASE REVIEW |
| | CHAPTER 11, FIGURE 29. |
| | |
| | 3C) PLEASE REVIEW THE LOCATION OF THE WATER CLOSET IN |
| | RELATION TO THE SIDE WALL, CHAPTER 11, FIGURE 28 THE |
| | CENTER LINE OF THE WATER CLOSET IS TO BE 18 INCHES FROM |
| | THE SIDE WALL. |
| | |
| | 3D) THERE IS NO INFORMATION PROVIDED FOR THE BACKING |
| | REQUIRED FOR THE GRAB RAIL LOCATIONS ADJACENT TO THE |
| | WATER CLOSET, PLEASE REVIEW SECTION 11-4.26.3 FOR THE |
| | STRUCTURAL STRENGTH REQUIREMENTS. |
| | |
| | JAMES A. WITMER C.B.O. |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561)805-6715 |
| | FAX:(561)805-6731 |
| | E-MAIL: [email protected] |
| | |
