| Date |
Text |
| 2006-08-06 00:00:00 | PAUL SCHMITZ |
| | [email protected] |
| | FBC 2004 PLUMBING CODE PLAN REVIEW |
| | FBC2004 FUEL GAS CODEPLAN REVIEW |
| | FBC 2004 CH 11, FL ACESSIBILITY CODE |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPT.1, ADMINISTRATION, 2004 EDITION |
| | |
| | UNSAT |
| | |
| | 1) SEE OTHER PLAN REVIEW COMMENTS, THAT |
| | MAY EFFECT PLUMBING PLAN REVIEW. |
| | |
| | PREVIOUS NOTE #4 NOT ADDRESSED. |
| | SHT A-5 TURNING SPACE NOT SHOWN IN |
| | TOILET ROOM. |
| | SHT P1.01 TURNING SPACE SHOULD NOT BE |
| | SHOWN IN MEN, AND WOMENS STALLS. |
| | |
| | 4) TOILET ROOMS |
| | 11-4.22.3 CLEAR FLOOR SPACE. |
| | THE ACCESSIBLE FIXTURES AND CONTROLS |
| | REQUIRED IN SECTIONS 11-4.22.4, |
| | 11-4.22.5, 11-4.22.6 AND 11-4.22.7 SHALL |
| | BE ON AN ACCESSIBLE ROUTE. AN |
| | UNOBSTRUCTED TURNING SPACE COMPLYING |
| | WITH SECTION 11-4.2.3 SHALL BE PROVIDED |
| | WITHIN AN ACCESSIBLE TOILET ROOM. THE |
| | CLEAR FLOOR SPACE AT FIXTURES AND |
| | CONTROLS, THE ACCESSIBLE ROUTE, AND THE |
| | TURNING SPACE MAY OVERLAP. |
| | |
| | NEW COMMENT SHT A6,A8 ROOF DRAINAGE. |
| | |
| | SECTION 1101 |
| | GENERAL |
| | 1101.1 SCOPE. |
| | THE PROVISIONS OF THIS CHAPTER SHALL |
| | GOVERN THE MATERIALS, DESIGN, |
| | CONSTRUCTION AND INSTALLATION OF STORM |
| | DRAINAGE. |
| | 1101.2 WHERE REQUIRED. |
| | ALL ROOFS, PAVED AREAS, YARDS, COURTS |
| | AND COURTYARDS SHALL DRAIN INTO A |
| | SEPARATE STORM SEWER SYSTEM, OR A |
| | COMBINED SEWER SYSTEM, OR TO AN APPROVED |
| | PLACE OF DISPOSAL. |
| | |
| | 1101.7 ROOF DESIGN. |
| | ROOFS SHALL BE DESIGNED FOR THE MAXIMUM |
| | POSSIBLE DEPTH OF WATER THAT WILL POND |
| | THEREON AS DETERMINED BY THE RELATIVE |
| | LEVELS OF ROOF DECK AND OVERFLOW WEIRS, |
| | SCUPPERS, EDGES OR SERVICEABLE DRAINS IN |
| | COMBINATION WITH THE DEFLECTED |
| | STRUCTURAL ELEMENTS. IN DETERMINING THE |
| | MAXIMUM POSSIBLE DEPTH OF WATER, ALL |
| | PRIMARY ROOF DRAINAGE MEANS SHALL BE |
| | ASSUMED TO BE BLOCKED. |
| | |
| | SECTION 1106 |
| | SIZE OF CONDUCTORS, LEADERS |
| | AND STORM DRAINS |
| | 1106.1 GENERAL. |
| | THE SIZE OF THE VERTICAL CONDUCTORS AND |
| | LEADERS, BUILDING STORM DRAINS, BUILDING |
| | STORM SEWERS, AND ANY HORIZONTAL |
| | BRANCHES OF SUCH DRAINS OR SEWERS SHALL |
| | BE BASED ON THE 100-YEAR HOURLY RAINFALL |
| | RATE INDICATED IN FIGURE 1106.1 OR ON |
| | OTHER RAINFALL RATES DETERMINED FROM |
| | APPROVED LOCAL WEATHER DATA. |
| | |
| | END OF COMMENTS, QUESTIONS 561-805-6692 |
| | |
| | |
| | |
