Transcription of TYPICAL STRIP FOOTING DETAILS TYPICAL PAD FOOTING …
1 LAP 300 LAP 500. TYPICAL TYPICAL . 2R10 TIES. EXTRA 600. MIN. 2N12 'Z' BARS. EACH FACE. 450. STEP JUNCTION JUNCTION @ PAD FOOTING FOR SLAB DETAILS . REFER TO DRAWING S610. COURSING. TO SUIT. 1N12 TOP AND BTM. BOTH WAYS. LAP 600. (REFER PLAN). SLAB DEPTH. GEOTECH TO CONFIRM ON SITE. 75 SLAB REBATE. TYPICAL TRIMMERS FOR BASEPLATE DETAILS . AS PER S101 REFER TO DRAWING S610 MASS CONCRETE. 1000 MIN. VARIES. 300. 1. MAXIMUM SLOPE 5 - SOIL. (REFER SCHEDULE). FOOTING DEPTH. 3 - ROCK. HW ROCK. REFER SCHEDULE INSULATION & WATERPROOFING. TO ARCHITECTS DETAILS . SOCKET. 100. STEP - GENTLE SLOPE CORNER 300. TYPICAL STRIP FOOTING DETAILS TYPICAL PAD FOOTING DETAIL TYPICAL BORED PIER DETAIL - BP1. N12-400 L BARS. LAP 500 TYPICAL . COG 300. 150 INSULATION & WATERPROOFING CORNER DETAIL INTERSECTION.
2 TO ARCHITECTS DETAILS . N12-400 CENTRAL. GALV. BLOCK JUNCTION PLAN DETAILS N12-200 CORNER BARS..1200 MAX. COG 300..600 MAX. N12-200 1N12 CORNER BAR 450 LONG LEGS. CENTRAL. LAP 450 WHERE REQUIRED TYP. CORE FILL INSULATION & WATERPROOFING R20-400 DOWELS x 600 LONG. F'c = 20 MPa TO ARCHITECTS DETAILS . SUBSOIL DRAINAGE GALVANISED. 20. TO HYDRAULIC ENG. DETAILS . SCHEDULE. SCHEDULE. REFER. REFER. EXPANDING EXPANDING PAINT AND GREASE. SUBSOIL DRAINAGE CORK FILLER CORK FILLER THIS END OF DOWEL. REFER TO HYDRAULIC ENG. AND PROVIDE. REFER. SCHEDULE DETAILS . EXPANSION CAP. SCHEDULE. STANDARD COURSE REINFORCED COURSE CORNER DETAIL JUNCTION DETAIL. RETAINING WALL DETAIL - RW1 RETAINING WALL DETAIL - RW2 BLOCK CONTROL JOINT PLAN DETAILS TYPICAL INSITU WALL PLANS - SINGLE LAYER.
3 (8m MAX CTS ). 190 BLOCK 150 THICK INSITU. No Revision Date No Revision Date ARCHITECTURAL BACKGROUNDS, SHOWN LIGHT, ARE FOR INFORMATION ONLY. Key Plan 1:1 SCALE Project Drawing Title REFER TO CURRENT ARCHITECTURAL DRAWINGS FOR EXACT SETOUT & DETAILS . 1 ISSUE FOR PRE-TENDER REVIEW 0 1 2 3 4 5 6 7 8 9 10. EUCALYPTUS MONTESSORI FOOTING DETAILS SHEET 1. 28/06/2016 3:20:58 PM. Client: 2 ISSUE FOR PRE-TENDER REVIEW CANBERRA SYDNEY. 3 ISSUE FOR PRE-TENDER REVIEW Architect: UNIT 7, LEVEL 1. 2 BRINDABELLA CIRCUIT. SUITE 201, 157 WALKER ST. NORTH SYDNEY NSW 2060. EARLY LEARNING CENTRE. 4 ISSUE FOR TENDER CANBERRA AIRPORT 2609 Ph: (02) 9922 2466 BLOCK 21, SECTION 443. Ph: (02) 62572614 Fax: (02) 9922 3705. Detail amended Mechanical: Fax: (02) 6257 1723 Email: KAMBAH 5 ISSUE FOR TENDER N Email: Hydraulic: Copyright Drawn Engineer Scale Job No Drawing No Rev DO NOT SCALE FROM DRAWINGS.
4 Electrical: VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK. The concepts and information contained in this document are copyright of AWT. Use or copying of this document in whole or in part without written permission constitutes an infringement of copyright RJG AWT 1 : 20 @ A1 159293 S600 5.
