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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 12, section 1. The text section number identifies this passage in the reader.
Ø 300
300
300
REFER TYPICAL CONCRETE CC1 CC2
COLUMN SECTIONS. 4 N20 VERT BARS 5N20 VERTICAL BARS
FLOOR LEVEL N12-200 LIGS UNO N12-200 LIGS UNO
TYPICAL CONCRETE COLUMNS
SCALE 1:20 UNO
CONCRETE BEAM/SLAB
3 LIGS AT 75 CRS.
MAIN LIGATURES
3 LIGS/TIES AT 75 CRS.
REFER RELEVANT COLUMN DETAILS COLUMN VARIES COLUMN VARIES
FOR COLUMN REINFORCEMENT TYPICAL
SLAB OR BEAM
300
COVER
REFER COLUMN SCHEDULE REFER COLUMN SCHEDULE VARIES
LAP - REFER DRG S001
LAP - REFER DRG S001
COG TYP
75
FOR STARTER BARS FOR STARTER BARS
3 LIGS AT 75 CRS.
REFER DRG. S001
FOR LAP LENGTH TYPICAL
VARIES
SLAB OR FOOTING SLAB OR FOOTING
VARIES VARIES
50
50
50
FLOOR LEVEL
50
75
VARIES
VARIES
3 LIGS/TIES AT 75 CRS.
STARTER BARS TO MATCH VERTICAL REINFORCEMENT MAXIMUM CRANK
50
1 IN 6. TYPICAL
300 ADDITIONAL LIGS & TIES AT 300
PAD FOOTING AS PER COG TYP MAX. CRS. WITHIN RAFT SLAB OR FTG.
TYPICAL DETAILS NOT REQUIRED IN SUSPENDED SLABS 3 LIGS/TIES AT 75 CRS.
TYPICAL CONCRETE COLUMN ELEVATION U.N.O. TYPICAL COLUMN STARTING AT SLAB OR FTG. TYPICAL SAME SIZE RECTANGULAR COLUMN TYPICAL COLUMN TERMINATION
SCALE 1:20
FOR UNDER & OVER A SLAB OR BEAM AT SLAB OR SHALLOW BEAM
TYPICAL CONCRETE COLUMN SECTIONS
SCALE 1:20
200mm 0 200 400 600 800
INFORMATION
1 :20
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
TYPICAL CONCRETE COLUMN SECTIONS AND DETAILS
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 S040 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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