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14.3 FABRIC FOR SLAB SHALL BE FABRIC FOR SLAB SHALL BE LAPPED FOR A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE FOR A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE FOR A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE A DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE DISTANCE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE OF NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE NOT LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE LESS THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAN TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE BARS SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE SO THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THAT THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE TWO OUTERMOST WIRES OF ONE SHEET OVER LAP THE OUTERMOST WIRES OF ONE SHEET OVER LAP THE OUTERMOST WIRES OF ONE SHEET OVER LAP THE WIRES OF ONE SHEET OVER LAP THE WIRES OF ONE SHEET OVER LAP THE OF ONE SHEET OVER LAP THE OF ONE SHEET OVER LAP THE ONE SHEET OVER LAP THE ONE SHEET OVER LAP THE SHEET OVER LAP THE SHEET OVER LAP THE OVER LAP THE OVER LAP THE LAP THE LAP THE THE THE TWO OUTERMOST WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OUTERMOST WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OUTERMOST WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF WIRES OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF THE SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SHEET BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BEING LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF LAPPED. REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF REFER FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF FIGURE BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF BELOW. SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF SUPPORT MESH ON BAR CHAIRS AT SPACINGS OF MESH ON BAR CHAIRS AT SPACINGS OF MESH ON BAR CHAIRS AT SPACINGS OF ON BAR CHAIRS AT SPACINGS OF ON BAR CHAIRS AT SPACINGS OF BAR CHAIRS AT SPACINGS OF BAR CHAIRS AT SPACINGS OF CHAIRS AT SPACINGS OF CHAIRS AT SPACINGS OF AT SPACINGS OF AT SPACINGS OF SPACINGS OF SPACINGS OF OF OF NOT MORE THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS MORE THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS MORE THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS THAN 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS 800mm IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS IN EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS EITHER DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS DIRECTION. WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS WHERE TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS TOP BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS BARS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS ARE PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS PROVIDED TO STIFFENING BEAMS AT L INTERSECTIONS TO STIFFENING BEAMS AT L INTERSECTIONS TO STIFFENING BEAMS AT L INTERSECTIONS STIFFENING BEAMS AT L INTERSECTIONS STIFFENING BEAMS AT L INTERSECTIONS BEAMS AT L INTERSECTIONS BEAMS AT L INTERSECTIONS AT L INTERSECTIONS AT L INTERSECTIONS L INTERSECTIONS L INTERSECTIONS INTERSECTIONS INTERSECTIONS PROVIDE ONE N12 CORNER BAR TO OUTER EDGE OF MESH WITH EACH LEG 500mm LONG. 14.4 FIXING OF REINFORCEMENT FIXING OF REINFORCEMENT PRIOR TO THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE PLACEMENT OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE CONCRETE, THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE THE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE COVER TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE TO AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE AND LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE LOCATION OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE OF REINFORCEMENT SHALL BE MAINTAINED BY THE USE REINFORCEMENT SHALL BE MAINTAINED BY THE USE REINFORCEMENT SHALL BE MAINTAINED BY THE USE SHALL BE MAINTAINED BY THE USE SHALL BE MAINTAINED BY THE USE BE MAINTAINED BY THE USE BE MAINTAINED BY THE USE MAINTAINED BY THE USE MAINTAINED BY THE USE BY THE USE BY THE USE THE USE THE USE USE USE OF PROPRIETARY SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER PROPRIETARY SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER PROPRIETARY SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER SPACERS AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER AND BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BAR CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER CHAIRS WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER WITH BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER BASES. REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER REINFORCEMENT SHALL NOT BE PLACED OR LOCATED AFTER SHALL NOT BE PLACED OR LOCATED AFTER SHALL NOT BE PLACED OR LOCATED AFTER NOT BE PLACED OR LOCATED AFTER NOT BE PLACED OR LOCATED AFTER BE PLACED OR LOCATED AFTER BE PLACED OR LOCATED AFTER PLACED OR LOCATED AFTER PLACED OR LOCATED AFTER OR LOCATED AFTER OR LOCATED AFTER LOCATED AFTER LOCATED AFTER AFTER AFTER CONCRETING. 14.5 SERVICE PENETRATIONS SERVICE PENETRATIONS SERVICE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE ARE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE PERMITTED THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THROUGH THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE MIDDLE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE THIRD OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE OF EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE EDGE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE BEAMS OR STIFFENING BEAMS IN SLABS. IF THE OR STIFFENING BEAMS IN SLABS. IF THE OR STIFFENING BEAMS IN SLABS. IF THE STIFFENING BEAMS IN SLABS. IF THE STIFFENING BEAMS IN SLABS. IF THE BEAMS IN SLABS. IF THE BEAMS IN SLABS. IF THE IN SLABS. IF THE IN SLABS. IF THE SLABS. IF THE SLABS. IF THE IF THE IF THE IF THE THE THE PENETRATION IS BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH IS BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH IS BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BELOW THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MIDDLE THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THIRD, THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH THE BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BEAM MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH MUST BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH BE DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH DEEPENED ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH ACCORDINGLY AND FOR A DISTANCE OF 300mm EACH AND FOR A DISTANCE OF 300mm EACH AND FOR A DISTANCE OF 300mm EACH FOR A DISTANCE OF 300mm EACH FOR A DISTANCE OF 300mm EACH A DISTANCE OF 300mm EACH A DISTANCE OF 300mm EACH DISTANCE OF 300mm EACH DISTANCE OF 300mm EACH OF 300mm EACH OF 300mm EACH 300mm EACH 300mm EACH EACH EACH SIDE OF PIPE. BEAM REINFORCING MUST CONTINUE UNDER PIPE. (REFER DETAIL BELOW) 15. EDGE REBATES EDGE REBATES EDGE REBATES FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION REBATES FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION REBATES FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION FOR SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION SLAB ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION ON GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION GROUND, STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION STIFFENED RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION OR WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WAFFLE RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION RAFT WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WITH REINFORCED MASONRY OR VENEER CONSTRUCTION WITH REINFORCED MASONRY OR VENEER CONSTRUCTION REINFORCED MASONRY OR VENEER CONSTRUCTION REINFORCED MASONRY OR VENEER CONSTRUCTION MASONRY OR VENEER CONSTRUCTION MASONRY OR VENEER CONSTRUCTION OR VENEER CONSTRUCTION OR VENEER CONSTRUCTION VENEER CONSTRUCTION VENEER CONSTRUCTION CONSTRUCTION CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: A. THE REBATE DEPTH SHALL BE NOT LESS THAN 20mm. THE EDGE REBATE MAY BE STEPPED ALONG ITS LENGTH. THE REBATE DEPTH SHALL BE NOT LESS THAN 20mm. THE EDGE REBATE MAY BE STEPPED ALONG ITS LENGTH. B. IT SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE IT SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE SHALL BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE BE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE PERMISSIBLE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE TO CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE CONSTRUCT THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE THE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE EXTERIOR MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE MASONRY WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE WALL PAST THE EDGE OF THE REBATE BUT IN NO CASE PAST THE EDGE OF THE REBATE BUT IN NO CASE PAST THE EDGE OF THE REBATE BUT IN NO CASE THE EDGE OF THE REBATE BUT IN NO CASE THE EDGE OF THE REBATE BUT IN NO CASE EDGE OF THE REBATE BUT IN NO CASE EDGE OF THE REBATE BUT IN NO CASE OF THE REBATE BUT IN NO CASE OF THE REBATE BUT IN NO CASE THE REBATE BUT IN NO CASE THE REBATE BUT IN NO CASE REBATE BUT IN NO CASE REBATE BUT IN NO CASE BUT IN NO CASE BUT IN NO CASE IN NO CASE IN NO CASE NO CASE NO CASE CASE CASE SHALL THE OVERHANG EXCEED 15mm. C. FOR BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY FOR BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BRICK VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY VENEER CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY CONSTRUCTION THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY THE EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY EDGE REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY REBATE SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY SHALL BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY BE FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY FLASHED AND DRAINED. IF WEEP HOLES ARE USED, THEY AND DRAINED. IF WEEP HOLES ARE USED, THEY AND DRAINED. IF WEEP HOLES ARE USED, THEY DRAINED. IF WEEP HOLES ARE USED, THEY DRAINED. IF WEEP HOLES ARE USED, THEY IF WEEP HOLES ARE USED, THEY IF WEEP HOLES ARE USED, THEY IF WEEP HOLES ARE USED, THEY WEEP HOLES ARE USED, THEY WEEP HOLES ARE USED, THEY HOLES ARE USED, THEY HOLES ARE USED, THEY ARE USED, THEY ARE USED, THEY USED, THEY USED, THEY THEY THEY SHALL BE SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF SPACED AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AT NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF NOT MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF MORE THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF THAN 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF 1200mm AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF AND BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF BE LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF LOCATED ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF ABOVE THE FINISHED GROUND LEVEL. ANY PORTION OF THE FINISHED GROUND LEVEL. ANY PORTION OF THE FINISHED GROUND LEVEL. ANY PORTION OF FINISHED GROUND LEVEL. ANY PORTION OF FINISHED GROUND LEVEL. ANY PORTION OF GROUND LEVEL. ANY PORTION OF GROUND LEVEL. ANY PORTION OF LEVEL. ANY PORTION OF LEVEL. ANY PORTION OF ANY PORTION OF ANY PORTION OF ANY PORTION OF PORTION OF PORTION OF OF OF THE DEEPENED REBATE THAT CANNOT BE DRAINED SHALL BE MORTAR FILLED. 16. SHRINKAGE CONTROL SHRINKAGE CONTROL WHERE BRITTLE FLOOR COVERINGS ARE TO BE USED; A. USE FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) USE FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLEXIBLE ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) ADHESIVE FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FOR FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FIXING OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) OF FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) FLOOR COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) COVERINGS (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) (USE TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) TWO PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) PART KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) KEMFLEX (OR ENGINEER APPROVED EQUIVALENT) (OR ENGINEER APPROVED EQUIVALENT) (OR ENGINEER APPROVED EQUIVALENT) ENGINEER APPROVED EQUIVALENT) ENGINEER APPROVED EQUIVALENT) APPROVED EQUIVALENT) APPROVED EQUIVALENT) EQUIVALENT) EQUIVALENT) FOR FIXING CERAMIC TILES). B. THE PLACEMENT OF FLOOR COVERINGS SHALL BE DELAYED FOR THREE (3) MONTHS.THE PLACEMENT OF FLOOR COVERINGS SHALL BE DELAYED FOR THREE (3) MONTHS.
AutoCAD SHX Text
20. PLUMBING AND DRAINAGE REQUIREMENTS PLUMBING AND DRAINAGE REQUIREMENTS A. WATER RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE WATER RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE RUN-OFF SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE SHALL BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE BE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE COLLECTED AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AND CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE CHANNELED AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE AWAY FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE FROM THE BUILDING DURING CONSTRUCTION. THE DRAINAGE THE BUILDING DURING CONSTRUCTION. THE DRAINAGE THE BUILDING DURING CONSTRUCTION. THE DRAINAGE BUILDING DURING CONSTRUCTION. THE DRAINAGE BUILDING DURING CONSTRUCTION. THE DRAINAGE DURING CONSTRUCTION. THE DRAINAGE DURING CONSTRUCTION. THE DRAINAGE CONSTRUCTION. THE DRAINAGE CONSTRUCTION. THE DRAINAGE THE DRAINAGE THE DRAINAGE THE DRAINAGE DRAINAGE DRAINAGE SYSTEM SHALL BE COMPLETE BY THE FINISH OF CONSTRUCTION OF THE STRUCTURE. B. SEWER AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SEWER AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AND STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A STORM WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A WATER TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SHALL BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A BE SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A SLOPED AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A AWAY FROM THE BUILDING AND SHALL BE BACKFILLED WITH A FROM THE BUILDING AND SHALL BE BACKFILLED WITH A FROM THE BUILDING AND SHALL BE BACKFILLED WITH A THE BUILDING AND SHALL BE BACKFILLED WITH A THE BUILDING AND SHALL BE BACKFILLED WITH A BUILDING AND SHALL BE BACKFILLED WITH A BUILDING AND SHALL BE BACKFILLED WITH A AND SHALL BE BACKFILLED WITH A AND SHALL BE BACKFILLED WITH A SHALL BE BACKFILLED WITH A SHALL BE BACKFILLED WITH A BE BACKFILLED WITH A BE BACKFILLED WITH A BACKFILLED WITH A BACKFILLED WITH A WITH A WITH A A A CLAY PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL PLUG TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL TO FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FULL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL DEPTH OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL BEDDING AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL AT FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL FOOTING ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL ZONE OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL OF THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL THE STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL STRUCTURE. THE CLAY USED FOR BACKFILLING SHALL THE CLAY USED FOR BACKFILLING SHALL THE CLAY USED FOR BACKFILLING SHALL THE CLAY USED FOR BACKFILLING SHALL CLAY USED FOR BACKFILLING SHALL CLAY USED FOR BACKFILLING SHALL USED FOR BACKFILLING SHALL USED FOR BACKFILLING SHALL FOR BACKFILLING SHALL FOR BACKFILLING SHALL BACKFILLING SHALL BACKFILLING SHALL SHALL SHALL BE COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR FOOTING SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR SYSTEM, THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE TRENCH SHALL BE PLUGGED WITH CLAY OR THE TRENCH SHALL BE PLUGGED WITH CLAY OR TRENCH SHALL BE PLUGGED WITH CLAY OR TRENCH SHALL BE PLUGGED WITH CLAY OR SHALL BE PLUGGED WITH CLAY OR SHALL BE PLUGGED WITH CLAY OR BE PLUGGED WITH CLAY OR BE PLUGGED WITH CLAY OR PLUGGED WITH CLAY OR PLUGGED WITH CLAY OR WITH CLAY OR WITH CLAY OR CLAY OR CLAY OR OR OR CONCRETE TO RESTRICT THE INGRESS OF WATER BENEATH THE FOOTING SYSTEM. C. WATER SHALL NOT BE ALLOWED TO POND IN THE TRENCHES FOR A LONG PERIOD. WATER SHALL NOT BE ALLOWED TO POND IN THE TRENCHES FOR A LONG PERIOD. D. JOINTS IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO JOINTS IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO IN STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO STORM WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WATER PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO PIPES WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO WITHIN THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THREE (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO (3m) OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO OF THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO THE BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO BUILDING UNDER CONSTRUCTION SHALL BE ARTICULATED TO UNDER CONSTRUCTION SHALL BE ARTICULATED TO UNDER CONSTRUCTION SHALL BE ARTICULATED TO CONSTRUCTION SHALL BE ARTICULATED TO CONSTRUCTION SHALL BE ARTICULATED TO SHALL BE ARTICULATED TO SHALL BE ARTICULATED TO BE ARTICULATED TO BE ARTICULATED TO ARTICULATED TO ARTICULATED TO TO TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. E. SUB-SURFACE DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS SUB-SURFACE DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS SHALL BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS FREE DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS DRAINING, ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS ABLE TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS TO BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS BE INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS INSPECTED AND MAINTAINED, AND PROTECTED BY FILTERS AND MAINTAINED, AND PROTECTED BY FILTERS AND MAINTAINED, AND PROTECTED BY FILTERS MAINTAINED, AND PROTECTED BY FILTERS MAINTAINED, AND PROTECTED BY FILTERS AND PROTECTED BY FILTERS AND PROTECTED BY FILTERS PROTECTED BY FILTERS PROTECTED BY FILTERS BY FILTERS BY FILTERS FILTERS FILTERS AND GEOTEXTILES. F. WHEREVER PRACTICABLE, SUBSURFACE DRAINS SHOULD BE AVOIDED NEAR FOOTINGS. WHEREVER PRACTICABLE, SUBSURFACE DRAINS SHOULD BE AVOIDED NEAR FOOTINGS. G. PENETRATIONS OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR PENETRATIONS OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR THE EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR EDGE BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR BEAMS OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR OF A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR A RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR RAFT AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR AND PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR PERIMETER STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR STRIP FOOTINGS SHALL BE SLEEVED TO ALLOW FOR FOOTINGS SHALL BE SLEEVED TO ALLOW FOR FOOTINGS SHALL BE SLEEVED TO ALLOW FOR SHALL BE SLEEVED TO ALLOW FOR SHALL BE SLEEVED TO ALLOW FOR BE SLEEVED TO ALLOW FOR BE SLEEVED TO ALLOW FOR SLEEVED TO ALLOW FOR SLEEVED TO ALLOW FOR TO ALLOW FOR TO ALLOW FOR ALLOW FOR ALLOW FOR FOR FOR MOVEMENT. CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND CLOSED-CELL POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND POLYETHYLENE LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND LAGGING SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND SHALL BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND BE A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND A MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND MINIMUM OF 20mm THICK ON CLASS A, S, M & H SITES AND OF 20mm THICK ON CLASS A, S, M & H SITES AND OF 20mm THICK ON CLASS A, S, M & H SITES AND 20mm THICK ON CLASS A, S, M & H SITES AND 20mm THICK ON CLASS A, S, M & H SITES AND THICK ON CLASS A, S, M & H SITES AND THICK ON CLASS A, S, M & H SITES AND ON CLASS A, S, M & H SITES AND ON CLASS A, S, M & H SITES AND CLASS A, S, M & H SITES AND CLASS A, S, M & H SITES AND A, S, M & H SITES AND A, S, M & H SITES AND S, M & H SITES AND S, M & H SITES AND M & H SITES AND M & H SITES AND & H SITES AND & H SITES AND H SITES AND H SITES AND SITES AND SITES AND AND AND 40mm THICK ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. THICK ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. THICK ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ON CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. CLASS E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. E SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SITES. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. SLEEVES ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. ALLOWING EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. EQUIVALENT MOVEMENTS MAY BE USED AS AN ALTERNATIVE. MOVEMENTS MAY BE USED AS AN ALTERNATIVE. MOVEMENTS MAY BE USED AS AN ALTERNATIVE. MAY BE USED AS AN ALTERNATIVE. MAY BE USED AS AN ALTERNATIVE. BE USED AS AN ALTERNATIVE. BE USED AS AN ALTERNATIVE. USED AS AN ALTERNATIVE. USED AS AN ALTERNATIVE. AS AN ALTERNATIVE. AS AN ALTERNATIVE. AN ALTERNATIVE. AN ALTERNATIVE. ALTERNATIVE. ALTERNATIVE. LAGGING IS NOT REQUIRED AROUND VERTICAL PENETRATIONS THROUGH SLAB PANELS. H. ALL SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) ALL SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) SEWER AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) AND STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) STORM WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) WATER INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) THAT IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) IS FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) FILLED, UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) UNSTABLE, EXPANSIVE (eg. H1, H2, E AND P SITES) EXPANSIVE (eg. H1, H2, E AND P SITES) EXPANSIVE (eg. H1, H2, E AND P SITES) (eg. H1, H2, E AND P SITES) (eg. H1, H2, E AND P SITES) H1, H2, E AND P SITES) H1, H2, E AND P SITES) H2, E AND P SITES) H2, E AND P SITES) E AND P SITES) E AND P SITES) AND P SITES) AND P SITES) P SITES) P SITES) SITES) SITES) OR WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED MAY EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED EFFECT THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED THE PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED PERFORMANCE OF ANY DRAIN SHALL BE CONSTRUCTED OF ANY DRAIN SHALL BE CONSTRUCTED OF ANY DRAIN SHALL BE CONSTRUCTED ANY DRAIN SHALL BE CONSTRUCTED ANY DRAIN SHALL BE CONSTRUCTED DRAIN SHALL BE CONSTRUCTED DRAIN SHALL BE CONSTRUCTED SHALL BE CONSTRUCTED SHALL BE CONSTRUCTED BE CONSTRUCTED BE CONSTRUCTED CONSTRUCTED CONSTRUCTED IN ACCORDANCE WITH AS/NZS:3500 AND THE REQUIREMENTS OF AS:2870. I. ON H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ON H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H1, H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL H2, E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL E & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL & P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL P SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL SITES ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL AND EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL EXPANSION JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL JOINTS ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL ARE TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL TO BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL BE PROVIDED TO ACCOMMODATE MOVEMENT IN ALL PROVIDED TO ACCOMMODATE MOVEMENT IN ALL PROVIDED TO ACCOMMODATE MOVEMENT IN ALL TO ACCOMMODATE MOVEMENT IN ALL TO ACCOMMODATE MOVEMENT IN ALL ACCOMMODATE MOVEMENT IN ALL ACCOMMODATE MOVEMENT IN ALL MOVEMENT IN ALL MOVEMENT IN ALL IN ALL IN ALL ALL ALL PIPE WORK WITHIN THREE (3) METRES OF THE DWELLING AND COMPLY WITH AS:1260. J. ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. WITH MANUFACTURERS RECOMMENDATIONS. WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS RECOMMENDATIONS. RECOMMENDATIONS. RECOMMENDATIONS. ALL JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS FOR MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MAXIMUM MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS MOVEMENT IN EITHER DIRECTION. ARTICULATION JOINTS IN EITHER DIRECTION. ARTICULATION JOINTS IN EITHER DIRECTION. ARTICULATION JOINTS EITHER DIRECTION. ARTICULATION JOINTS EITHER DIRECTION. ARTICULATION JOINTS DIRECTION. ARTICULATION JOINTS DIRECTION. ARTICULATION JOINTS ARTICULATION JOINTS ARTICULATION JOINTS JOINTS JOINTS SHALL NOT BE INSTALLED LEVEL SO AS NOT TO ALLOW BACK FALL. K. SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TANKS AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AND ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE ASSOCIATED SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SOAKAGE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE AREAS SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE SHALL BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE BE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE LOCATED TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE TO MINIMISE SOIL MOISTURE INCREASE WITHIN THE MINIMISE SOIL MOISTURE INCREASE WITHIN THE MINIMISE SOIL MOISTURE INCREASE WITHIN THE SOIL MOISTURE INCREASE WITHIN THE SOIL MOISTURE INCREASE WITHIN THE MOISTURE INCREASE WITHIN THE MOISTURE INCREASE WITHIN THE INCREASE WITHIN THE INCREASE WITHIN THE WITHIN THE WITHIN THE THE THE FOUNDATION. L. PLUMBING AND DRAINAGE UNDER A SLAB SHALL BE AVOIDED WHERE PRACTICABLE. PLUMBING AND DRAINAGE UNDER A SLAB SHALL BE AVOIDED WHERE PRACTICABLE. NOTE: METHODS USED SHOULD COMPLY WITH LOCAL PLUMBING AND DRAINAGE REGULATIONS.