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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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750
LAP LENGTH
400 TYP
'U' BARS TO
MATCH BEAM 'L' BARS TO MATCH BEAM
REINF TOP & BTM REINF TOP & BTM.
LAP LENGTH
400 MAX
VARIES
USE N12 WHERE USE N12 WHERE BEAM REINF
IS TRENCH MESH 'U' BARS TO MATCH
BEAM REINF IS
BEAM REINF TOP & BTM.
TRENCH MESH LAP LENGTH USE N12 WHERE BEAM
1200 MAX STEP
TYP REINF IS TRENCH MESH
FTG / BEAM
200 MAX.
VARIES
DEPTH
SAME BAR DIAMETER SAME BAR DIAMETER
& ARRANGEMENT AS & ARRANGEMENT AS
MAIN REINFORCEMENT
2 TIES
MAIN REINFORCEMENT
300 COG
TYP
LAP LENGTH
1.5 x DEPTH 300
300 COG
400
TYP
TYP
STEP DETAIL - 400 MAX - ELEVATION REFER DETAILS FOR SIZE
1 'L' BARS TO MATCH BEAM
& ARRANGEMENT OF
FTG / BEAM
6 REINF TOP & BTM.
REINFORCEMENT TYP
DEPTH
(MAX. SLOPE) USE N12 WHERE BEAM REINF
IS TRENCH MESH
CORNER DETAIL - PLAN INTERSECTION DETAIL UNO - PLAN
1.5 x DEPTH OF
SLOPED FOOTING DETAIL - ELEVATION
FTG OR BEAM
STEP DETAIL - 1200 MAX - ELEVATION TYPICAL STRIP FOOTING OR GROUND BEAM CORNER JUNCTION DETAILS
SCALE 1:20
TYPICAL STRIP FOOTING AND GROUND BEAM STEP DETAILS U.N.O.
SCALE 1:20 WALL OR COLUMN U.N.O.
WALL OR COLUMN U.N.O.
REFER DRG SXXX FOR
HEAD PIN AND EMBEDMENT DESIGNED
N12 'Z' BARS N12 'Z' BARS BLOCK WALL DETAILS WALL OR COLUMN
AND CERTIFIED BY PILING CONTRACTOR
AT 500 CRS AT 500 CRS N12 'Z' BARS G.L.
TYPICAL. TYPICAL. AT 200 CRS
TYPICAL
REINFORCEMENT 'B' REINFORCEMENT 'B'
VARIES
PAD OR STRIP
FOOTING
SEWER OR
REINFORCEMENT 'B' STORM WATER
VARIES
REFER SCHEDULE REFER SCHEDULE
DEPTH
DEPTH
DEPTH
PIPE
REFER SCHEDULE
REINFORCEMENT 'A' PIPE INVERT
15 MPa MASS CONCRETE
REINFORCEMENT 'A' REINFORCEMENT 'A'
BLINDING LAYER
30.00
MIN
300
15 MPa BLINDING AS REQUIRED TO 15 MPa BLINDING AS REQUIRED TO
LINE OF INFLUENCE BELOW PIPE INVERT
ACHIEVE 150 SOCKET INTO NATURAL ACHIEVE 150 SOCKET INTO NATURAL
°*
MATERIAL WITH MINIMUM ALLOWABLE WIDTH MATERIAL WITH MINIMUM ALLOWABLE WIDTH * TRENCH EXCAVATIONS SHALL NOT EXTEND BELOW A LINE
BEARING CAPACITY AS SHOWN IN WIDTH BEARING CAPACITY AS SHOWN IN DRAWN 30 DEGREES TO THE HORIZONTAL FOR SAND, OR 45
FOUNDATION NOTES ON DRG. S001 FOUNDATION NOTES ON DRG. S001 DEGREES TO THE HORIZONTAL FOR SILT OR CLAY
GROUND BEAM WITHOUT SCREW PIERS PILES TO BE DESIGNED BY
STEEL SCREW
PILE. REFER PLAN FOR
CONTRACTOR WITH REFERENCE
TO THE GEOTECHNICAL REPORT STRIP FOOTING SCHEDULE
DETAIL - FOOTING ADJACENT TO SEWER
DETAILS TO ACHIVE THE GIVEN PILE LOAD
DIMENSIONS REINFORCEMENT
SCALE 1:20
OR STORMWATER PIPE
MARK WIDTH DEPTH 'A' 'B' LIGS
SF1 450 450 3N12 3N12 N12-300
GROUND BEAM WITH SCREW PIERS SF2 800 300 SL92 SL92
GROUND BEAMS
DIMENSIONS REINFORCEMENT
MARK WIDTH DEPTH A B LIGS COMMENTS TYPICAL STRIP FOOTING DETAIL
GB1 800 450 6N16 6N16 N12-300 CLOSED TIES SCALE 1:20
GB2 500 450 5N16 5N16 N12-300 CLOSED TIES
GB3 1100 400 6N12 6N12 R10-300 CLOSED TIES
GB4 700 400 2/L11TM300
GB5 500 400 L11TM400
GB6 300 400 L11TM200
DOWEL WALL TO COLUMN. WALL AND COLUMN REINFORCEMENT
TYPICAL GROUND BEAM DETAIL REFER TYPICAL DETAIL. NOT
SHOWN FOR CLARITY
OMITTED FOR CLARITY
SCALE 1:20
ENSURE STARTER BARS FOR
WALL REINFORCEMENT ARE
CAST IN PAD FOOTING AS
REQUIRED TYP
LAP LENGTH
TYP
STRIP FOOTING/GROUND BEAM TOP
LAP BTM REINFORCEMENT
REINFORCEMENT TO BE CONTINUOUS
THROUGH PAD FOOTING
THROUGH PAD FOOTING. LAP MIDSPAN
STRIP FOOTING/ PAD FOOTING/PILE CAP STRIP FOOTING/
GROUND BEAM GROUND BEAM
TYPICAL STRIP FOOTING/GROUND BEAM TO PAD FOOTING/PILE CAP DETAIL
SCALE 1:20
RETAINING WALL FOOTING TO PAD FOOTING DETAIL SIMILAR
200mm 0 200 400 600 800
INFORMATION
1 :20
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
TYPICAL SLAB AND FOOTING DETAILS - SHEET 1
Drawn By Designed By Approved By
JAL JM JO
Project No. Discipline Scale
[email protected] 20220173 STRUCTURAL 1 : 20 (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S020 1
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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