MINIMUM HEIGHT OF SLAB FOR HABITABLE ROOMS SHALL BE 300mm. GROUND AROUND THE PERIMETER OF THE BUILDING SHALL SLOPE 50mm IN 1000mm MIN AWAY FROM THE BUILDING. CUT AND PROVIDE FILL AROUND BUILDING AS REQUIRED TO MAINTAIN FALLS AND REQUIRED LEVELS. ALL CONCRETE TO BE CAST IN ACCORDANCE WITH THE REQUIREMENTS OF AS3600 AND AS2870. GRADE (FALL) ALL WET AREAS TO FLOOR WASTE GULLIES AS REQUIRED. BUILDING WORK SHALL BE PROTECTED FROM TERMITE ATTACK IN ACCORDANCE WITH AS 3660. 1. A TERMITE PROTECTION NOTICE ADVISING OF THE TYPE OF PROTECTION USED BEING PRINTED ON DURABLE MATERIAL AND CONFORMING WITH THE BCA PART B 1. 3(J)(ii) TO BE INSTALLED IN METER BOX AND KITCHEN CUPBOARD PRIOR TO COUNCILS FINAL INSPECTION (MIN 2 DURABLE NOTICES REQUIRED). SPECIAL REQUIREMENTS FOR CLASS M SITES 1. SURFACE DRAINAGE SHALL BE CONTROLLED FROM THE START OF THE SITE PREPARATION AND CONSTRUCTION. 2. WATER RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. 3. WATER SHALL NOT BE ALLOWED TO POND IN THE TRENCHES. 4. THE BASE OF TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING. 5. LAGGING SHALL BE USED AROUND ALL STORMWATER AND SEWER PIPE PENETRATIONS THROUGH EXTERNAL FOOTINGS. THE LAGGNG SHALL BE A MINIMUM OF 20mm THICK ON CLASS M SITES. 6. JOINTS IN PLUMBING SHALL BE PROVIDED WITHIN 1m OF THE HOUSE UNDER CONSTRUCTION. JOINTS SHALL BE ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. 7. TREES SHALL NOT BE PLANTED WITHIN 1 x THEIR MATURE HEIGHT. 8. EXCAVATIONS NEAR THE EDGE OF THE FOOTING SYSTEM SHALL BE BACKFILLED IN SUCH A WAY AS TO PREVENT ACCESS OF WATER TO THE FOUNDATION. FOR EXAMPLE, EXCAVATIONS SHOULD BE BACKFILLED ABOVE OR ADJACENT TO THE FOOTING WITH MOIST CLAY COMPACTED BY HAND-RODDING OR TAMPING. POROUS MATERIAL SUCH AS SAND, GRAVEL OR BUILDING RUBBLE SHOULD NOT BE USED. 9. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE BACKFILLED FULL DEPTH WITH CLAY TO ACT AS A BARRIER TO THE INGRESS OF WATER BENEATH THE FOOTING SYSTEM. 10. CONCRETE IN BEAMS SHALL BE MECHANICALLY VIBRATED. EB2 FOOTING AND SLAB PLAN 1:100 100 SL72. 40 COVER. 100 SL72. 40 COVER. 100 SL72. 30 COVER. CONCRETE MASONRY: VERTICAL REINFORCEMENT: 1/N12 BAR IN EACH CORNER, EITHER SIDE OF OPENINGS L ESS THAN 2400 THEN AT 1200 MAXIMUM CENTRES. 2/N12 BARS EITHER SIDE OF OPENINGS 2400 BUT LESS TH AN 3600. 2/N16 BARS EITHER SIDE OF OPENINGS GREATER THAN 360 0. ALL CORES CONTAINING REINFORCEMENT AND ENTIRE BOND BEAM TO BE FULLY FILLED WITH 20MPa CONCRETE. DENOTES N12 REINFORCING. HORIZONTAL BARS:BOND BEAM-400D (2 COURSE) BOND BEAM WITH 1-N16 IN TOP AND BOTTOM COURSE TO PERIMETER OF BLOCKWORK UNO. LAP 600 AS REQUIRED. 1-N12 IN SILLS TYP. DENOTES N16 REINFORCING. BP1 P1 BP1 P1 3-N12 x 2000 OR 3-L12TM AT RE-ENTRANT CORNERS. CONTINUE EDGE BEAM THROUGH EXTRA WIDTH TO PROVIDE CONTINUITY. ADD 1-N12 BOTTOM. EB1 EB2 EB1 EB1 SF3 EB1 EB2 EB1 EB1 SF2 SF3 SF1 SF1 SF1 EB2 SF3 ST1 SF1 SF1 SF1 SF1 SF1 SF3 Approved Date Scale Revision Drawing No. Job No. Project Title Rev Designed Description SAMPLE ASCOT QLD 4007 PHONE: 07 3102 2835 PO BOX 2572 CORNELLENGINEERS. COM. AU ABN 71 105 354 327 PROPOSED DISPLAY HOME----FOOTING AND SLAB PLAN S4 01:100 0 FOR CONSTRUCTION MAC MAC 21/03/13 ISSUED FOR CONSTRUCTION FOOTING SCHEDULE MARK SIZE BP1 EB2 P1 SF1 SF2 EB1 300W x 300D EDGE BEAM. 3-L12TM BOTTOM. Ø450 x 900 DEEP BORED PIER. 1-N12 CENTRAL. 100 SQ F14 HWD POST. REFER SOIL INVESTIGATION REPORT XXX. XX AS2870 EQUIVALENT CONSTRUCTION: ARTICULATED MASONRY VENEER CONSTRUCTION CLASS "M" SITE 300W x 300D EDGE BEAM. 3-L12TM BOTTOM. 300W x 400D STRIP FOOTING. 3-L12TM BOTTOM. 300W x 400D STRIP FOOTING. 3-L12TM BOTTOM. SF3 300W x 400D STRIP FOOTING. 3-L12TM BOTTOM. ST1 500W x 150D SLAB THICKENING. 3-L11TM BOTTOM. 