| 2010-02-24 11:41:48 | BUILDING PLAN REVIEW |
| | PERMIT: 10020283 |
| | ADD: 521 21ST ST. |
| | CONT: AYA SOLUTIONS INC. |
| | TEL: (305)792-6720 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | BUILDING APPROVED WITH EXCEPTION! |
| | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO |
| | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO |
| | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE |
| | ASSESSMENT OF RE-INSPECTION FEE(S). |
| | |
| | REST ROOM GRAB BARS: |
| | 11-4.17.6 GRAB BARS. GRAB BARS COMPLYING WITH THE |
| | LENGTH AND POSITIONING SHOWN IN FIGURES 30(A), 30(B), |
| | 30(C), AND 30(D) SHALL BE PROVIDED. GRAB BARS MAY BE |
| | MOUNTED WITH ANY DESIRED METHOD AS LONG AS THEY HAVE A |
| | GRIPPING SURFACE AT THE LOCATIONS SHOWN AND DO NOT |
| | OBSTRUCT THE REQUIRED CLEAR FLOOR AREA. GRAB BARS SHALL |
| | COMPLY WITH SECTION 11-4.26. |
| | |
| | 11-4.26 HANDRAILS, GRAB BARS, AND TUB AND SHOWER SEATS. |
| | |
| | 11-4.26.1 GENERAL. ALL HANDRAILS, GRAB BARS, AND TUB |
| | AND SHOWER SEATS REQUIRED TO BE ACCESSIBLE BY SECTION |
| | 11-4.1, 11-4.8, 11-4.9, 11-4.16, 11-4.17, 11-4.20 OR |
| | 11-4.21 SHALL COMPLY WITH SECTION 11-4.26. |
| | |
| | 11-4.26.2 SIZE AND SPACING OF GRAB BARS AND HANDRAILS. |
| | THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A |
| | HANDRAIL OR GRAB BAR SHALL BE 11/4 INCHES TO 11/2 |
| | INCHES (32 MM TO 38 MM), OR THE SHAPE SHALL PROVIDE AN |
| | EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS |
| | ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE |
| | WALL AND THE GRAB BAR SHALL BE 11/2 INCHES (38 MM) [SEE |
| | FIGURE 39(A), FIGURE 39(B), FIGURE 39(C), AND FIGURE |
| | 39(E)]. HANDRAILS MAY BE LOCATED IN A RECESS IF THE |
| | RECESS IS A MAXIMUM OF 3 INCHES (76 MM) DEEP AND |
| | EXTENDS AT LEAST 18 INCHES (455 MM) ABOVE THE TOP OF |
| | THE RAIL [SEE FIGURE 39(D)]. |
| | |
| | 11-4.26.3 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH |
| | OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND |
| | MOUNTING DEVICES SHALL MEET THE FOLLOWING |
| | SPECIFICATION: |
| | |
| | (1) BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE |
| | MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF |
| | (1112 N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR |
| | THE MATERIAL OF THE GRAB BAR OR SEAT. |
| | |
| | (2) SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE |
| | APPLICATION OF 250 LBF (1112 N) SHALL BE LESS THAN THE |
| | ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR |
| | OR SEAT. IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT |
| | AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED |
| | TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR |
| | STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR |
| | STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR |
| | STRESS. |
| | |
| | (3) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING |
| | DEVICE FROM THE APPLICATION OF 250 LBF (1112 N) SHALL |
| | BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE |
| | FASTENER OR MOUNTING DEVICE OR THE SUPPORTING |
| | STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. |
| | |
| | (4) TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT |
| | TENSION FORCE OF 250 LBF (1112 N) PLUS THE MAXIMUM |
| | MOMENT FROM THE APPLICATION OF 250 LBF (1112N) SHALL BE |
| | LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE |
| | FASTENER AND THE SUPPORTING STRUCTURE. |
| | |
| | (5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
