| Date |
Text |
| 2016-10-13 08:48:56 | 1) NOTE #1 IN THE SANITARY NOTES STATE THAT THE |
| | EXISTING UNDERGROUND CAST IRON IS GOING TO BE |
| | REPLACED.INDICATE ON THE PLAN HOW THE PIPNG WILL BE |
| | ACCESSED. WILL THE SLAB BE CUT OR WILL THERE BE |
| | TUNNELING UNDER THE SLAB? IF TUNNELING WILL BE DONE THE |
| | FOLLOWING INFORMATION SHALL BE SUBMITTED. |
| | PLUMBING REPAIR TUNNEL WORK |
| | 2) SHOW HOW THE NEW PIPE WILL BE SUPPORTED, THE TYPE OF |
| | ADAPTERS USED FOR THE CONNECTIONS TO EXISTING PIPE, AND |
| | THE LOCATIONS OF REQUIRED CLEANOUTS. DETAILS AND |
| | BACKFILLING PROCEDURES SHALL BE SUBMITTED THAT CLEARLY |
| | SHOW HOW THE STRUCTURAL INTEGRITY OF THE CONCRETE SLAB |
| | WILL BE MAINTAINED DURING EXCAVATION AND BACKFILLING. |
| | STRUCTURAL FOAM IS NOT PERMITTED FOR BACKFILL BELOW |
| | GROUND PER THE FLORIDA BUILDING CODE, RESIDENTIAL, |
| | SECTION 318.8 AND THE FLORIDA BUILDING CODE, BUILDING, |
| | SECTION 2603.9. |
| | 3) SUBMIT A SLAB REPAIR DETAIL IF THE SLAB WILL BE CUT |
| | TO ACCESS THE PIPE.SHOW THE WIDTH OF THE REPAIR AREA, |
| | THE SIZE OF THE DOWELS TO BE INSTALLED, THE EMBEDMENT |
| | DEPTH OF THE DOWELS INTO THE EXISTING AND THE NEW SLAB |
| | REPAIR, THE SPACING OF THE DOWELS, AND THE ANCHORING |
| | METHOD OF THE DOWELS INTO THE EXISTING SLAB. |
| | 4) THE DRINKING FOUNTAIN,THE HANDICAP LAVATORY AND THE |
| | JANITOR SINK ARE ALL DRAWN ON THE RISER AS BEING FLOOR |
| | MOUNTED FIXTURES AND WOULD BE S- TRAPPED. THESE SHOULD |
| | BE DRAWN AS STACKED AND VENTED FIXTURES. CLARIFY. |
| | |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | PLUMBING PLAN REVIEW |
| | 561-805-6692 |
| | [email protected] |
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