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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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'B' 'B'
'L' BARS TO MATCH
PROVIDE FULL KNOCKOUT
VERTICAL BARS. COG
LAP BARS TO MATCH BOND BEAM BLOCK ON RAKE
300 INTO SLAB
HORIZONTAL REINF. 2 N16 TOP COURSE
LAST FLOOR CUT BLOCKS AS SHOWN
600 LAP TO FORM CORNER.
CUT THIS BLOCK REFER BLOCK WALL
ON RAKE DETAILS FOR REINF
SIZES AND SPACINGS
60
TYP U.N.O.
0L
LAP LENGTH
SINGLE BOND BEAM
'A'
AP
LAP
TO U/SIDE OF SLAB
'A'
& OVER OPENINGS BOTTOM REINF BOTTOM REINF
2 N12 BARS REFER SCHEDULE LAP BARS TO MATCH VERT.
FOR STANDARD WALL REINF. HOOK END. CORE FILLED CORE FILLED
REINFORCEMENT REINFORCED LINTEL REINFORCED LINTEL
BLOCK BLOCK
CORNER
SECTION - TYPICAL BLOCK TYPICAL LINTEL DETAILS
WALL WITH RAKING TOP LINTEL SCHEDULE
SCALE 1:20
SPAN DIM 'A' DIM 'B' REINF. END
PLAN - TYPICAL BLOCK ANGLED CORNER DETAIL PROVIDE FULL KNOCKOUT
BOND BEAM BLOCK UP TO 500 200 150, 200
BOTTOM
1 N12
BEARING
200 MIN
SCALE 1:20 501-1800 300 200 1 N16 200 MIN
2 N16 TOP COURSE
LAP LENGTH
1801-3000 400 200 1 N20 200 MIN
3001-3600 400 200 2 N20 200 MIN
290
INTERMEDIATE
FLOOR
290
LAP
LAP BARS TO MATCH VERT.
REINF. HOOK END.
SINGLE BOND BEAM
TO U/SIDE OF SLAB R6-400 TIES 4 N16 VERTICAL
& OVER OPENINGS 50 COVER STARTER BARS TO MATCH
2 N12 BARS LAP 600 AS REQUIRED
SECTION - TYPICAL BLOCK
PLAN - BLOCK COLUMN BC1 WALL TOP COURSE
SCALE 1:20
SCALE 1:20
HORIZONTAL BARS
VERTICAL BARS
PLACED CENTRALLY
200 LAP 200 LAP
REFER DRG S001
FILL ALL CORES U.N.O. 300 COG LAP LENGTH MIN MIN
STD LAP
TYP TYP
STARTER BARS TO MATCH
VERTICAL BARS. COG
300 INTO SLAB/FOOTING
FIRST FLOOR
150 EMBED.
BACKING ROD - EACH FACE R16- 400 DOWEL BARS
MASTIC SEALANT SAWCUT 600 LONG
LAP LENGTH
'L' BARS TO MATCH R16-400 DOWEL BARS AS SPECIFIED GREASE EXPOSED END
BACKING ROD - EACH FACE R16-400 DOWEL BARS (GALVANISED) SAWCUT
TYP
HORIZONTAL
MASTIC SEALANT (GALVANISED) GREASE ONE END BACKING ROD - EACH FACE
REINFORCEMENT
200 LAP
AS SPECIFIED SAWCUT 600 LONG MASTIC SEALANT
MIN
SECTION TYPICAL COREFILLED BLOCK WALL U.N.O. GREASE ONE END AS SPECIFIED
SCALE 1:20 BARS TO BE CAST IN. ALTERNATIVELY
'L' BARS TO MATCH
CONCRETE DRILL & EPOXY AS REQUIRED
HORIZONTAL
WALL SCHEDULE REINFORCEMENT WALL/COLUMN
MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS
BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN INTERSECTION CORNER TYPICAL CONTROL JOINT (BCJ) TYPICAL CONTROL JOINT TYPICAL BLOCK WALL TO CONCRETE WALL/COLUMN DETAIL
BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND (AT 8000 CRS. MAXIMUM) AT CORNER (BCJ) (ABOVE GROUND ONLY)
BW1 N20-200 N16-400 300 SERIES BLOCKWORK
BW2 N16-200 N16-200 200 SERIES BLOCKWORK
BW3 N16-200 N12-200 200 SERIES BLOCKWORK PLAN - TYPICAL BLOCK WALL DETAILS
BW4 N12-400 N12-400 200 SERIES BLOCKWORK SCALE 1:20
BW5 N12-400 N12-400 150 SERIES BLOCKWORK
LAP
N16-200 VERTICAL
CUT BLOCKS AS SHOWN TO FORM CURVE.
IN.
S12-200 HORIZONTAL
0M
120
LAP
REFER SCHEDULE
FOR STANDARD WALL REINFORCEMENT
PLAN - TYPICAL BLOCK CURVED CORNER DETAIL
SCALE 1:20
200mm 0 200 400 600 800
INFORMATION
1 :20
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
TYPICAL MASONRY 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 S050 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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