S102 5844 A - ProjectCorp

FACE OF WALL, COLUMN
SL92 MESH
OR SLAB
TOP
210
NOTE:
ALL EXPOSED EDGES
"CORKJOINT" METAL KEY JOINT
30
WITH PERMANENT PVC CAPPING
AT COLUMNS & PITS)
TOOLED GROOVE
SHALL BE ROUNDED
30
TO A 20mm RADIUS
150mm CONCRETE
10mm "CORKJOINT JOINTFLEX"
(f'c = 32MPa)
1
0
20 DEEP SAW CUT OR
EQ.
(USE 15mm "CORKJOINT JOINTFLEX"
EQ.
10mm "CORKJOINT JOINTFLEX"
150
BLINDING
AT BOTTOM OF GROOVE.
LAYER.
PREPARATION FOR SLAB ON GROUND
AS SPECIFIED ON DWG. S.01
1
50
CRUSHED SANDSTONE
320
MAINTAIN 20 COVER TO MESH
EQ.
25 SAND
EQ.
100mm (DGB 20) or
16 x 16 DOWELS x 400 LONG
16 x 16 DOWELS x 400 LONG
AT 300 CTS . GALVANISED
AT 300 CTS . GALVANISED
WITH "CORKJOINT DOWELFORM"
WITH "CORKJOINT DOWELFORM"
BAR COVER. (220mm LONG)
BAR COVER. (220mm LONG)
PAVEMENT - TYPE S1.
(TYPICAL)
ISOLATION JOINT
SHOWN THUS ON PLAN
SAWN/TOOLED JOINT DETAIL
IJ
SHOWN THUS ON PLAN
DOWELLED KEY JOINT DETAIL
SJ
DKJ
SHOWN THUS ON PLAN
SL82 MESH
EXPANSION JOINT DETAIL
TOP
EJ
SHOWN THUS ON PLAN
MASS CONCRETE
150
110mm CONCRETE
(f'c = 32MPa)
TYPICAL CONCRETE PAVEMENT JOINT DETAILS.
16 x 16 DOWELS x 400 LONG
SCALE 1:20
100mm (DGB 20) or
AT 300 CTS . GALVANISED
10mm "CORKJOINT JOINTFLEX"
CRUSHED SANDSTONE
WITH "CORKJOINT DOWELFORM"
BAR COVER. (220mm LONG)
SCALE 1:10
PROVIDE "MET 2-1 HEAVY DUTY CAVITY TIES"
EXISTING CONCRETE SLAB
@MAXIMUM 350mm CTS.
DENOTED THUS ON PLAN - KO
15mm EXPANDING
VERTICALLY & HORIZONTALLY
R24 DIA. M.S. DOWEL. x 600mm LONG
PAVEMENT - TYPE S2.
AT 400 CTS. HOT DIP GALVANIZED.
CORK FILLER
PROVIDE FOR FULL DEPTH 12mm BITUMEN IMPREGNATED
GREASE & PLASTIC SHEATH ONE
VERTICAL LAYER OF HIGHLY PERMEABLE
FIBREBOARD JOINTS @6000 MAX. CTS. U.N.O.
HALF OF DOWEL AT EXPANSION CAP
EXPANSION CAP
CRUSHED ROCK GRANULAR MATERIAL
DRILL & GROUT DOWELS 200mm INTO EXISTING SLAB
MINIMUM WIDTH 300mm
USING "EPIREZ 633" EPOXY GROUT.
300 MAX.
290
N12@400 CTS. VERTICAL
SPLICE 500 AS REQUIRED
COG 200 INTO FOOTING
GROUT FILL AS SPECIFIED
TYPICAL PAVEMENT DETAILS U.N.O.
SCALE 1:10
'
H' = 1
200 MAX.
230
TYPICAL KERB ONLY DETAIL
TYPICAL JUNCTION WITH EXISTING PAVEMENT U.N.O.
REFER TO EXTERNAL WORKS PLAN ON DWG. 'S100' FOR LOCATION & EXTENT.
PROVIDE 20mm CLEARANCE
SCALE 1:20
IF ROCK IS LOCATED WHEN EXCAVATING, SANDSTONE MAY BE REPLACED
TO DOWEL
SHOWN THUS ON PLAN
WITH SAND BLINDING LAYER UP TO 50mm THICK.
NEJ
GREATER THAN 50mm, EXCAVATE TO ALLOW FOR 75mm 'DGB20'.
VERTICAL CONTROL JOINT
100 DIA. PVC SUBSOIL DRAINAGE PIPE
REFER TO ARCHITECTS DRAWINGS FOR LOCATIONS.
(WITH FILTER FABRIC SOCK)
PROVIDE AT MAXIMUM 8000mm CTS. U.N.O.
IN GRADED BLUE METAL AGGREGATE FILTER
CONNECTED TO STORMWATER
EX. CONCRETE
DRAINAGE SYSTEM. (TYPICAL)
STAIRS
REFER ALSO TO HYDRAULIC ENGINEERS DWGS.
300
900 LAP
N12@200 CTS. TOP & BTM.
TYPICAL
SPLICE 500 AS REQUIRED.
R10 TIES@400 CTS.
NEW MASS CONCRETE
100
STEPS
FIRM STABLE NATURAL GROUND
WITH AN ALLOWABLE BEARING
'W'
PRESSURE CAPACITY OF 200kPa.
W=600 FOR 'H' LESS THAN 750
500 LAP
N16@400 CTS.
(ROCK LIKLEY).
CORNER BAR
W=900 FOR 'H' EXCEEDING 750
IJ
BRICK RETAINING WALL BW-2.
CONFIRM EX. STAIR IS
FOUNDED ON ROCK.
CORNER DETAIL
NOTE: PROVIDE ADDITIONAL TEMPORARY PROPPING
200 MIN.
TO BRICKWORK DURING GROUT INSTALLATION IF NECESSARY
REFER TO PAVEMENT
DETAILS FOR PREPARATION
ON EXISTING ROCK/SOIL.
BRICK RETAINING WALL NOTES
1.
SECTI ON
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE
1
WITH AS 3700.
2.
TYPICAL 'RW1' BLOCK RETAINING
WALL DETAILS
THE MINIMUM COMPRESSIVE STRENGTH OF CLAY BRICKS SHALL
BE 27 MPa.
3.
MORTAR FOR WALLS SHALL CONSIST OF A MIX OF 1 PART OF CEMENT
SCALE 1:20
TO 0.25 PARTS OF HYDRATED LIME TO 3 PARTS WELL GRADED SAND
NOTE: SIMILAR FOR ALL REINFORCED 190 & 140 BLOCK WALLS.
S100
SCALE 1:20
AND SHALL CONFORM TO THE REQUIREMENTS OF AS 3700. ALL WALLS
80 MAX.
SHALL BE LAID ON FULL BEDS OF MORTAR AND ALL PERPENDS SHALL
BE SOLIDLY FILLED WITH MORTAR.
4. CAVITY FILL GROUT FOR WALLS SHALL BE IN ACCORDANCE WITH
AS 3700 WITH A MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH
N12@200 CTS.
OF 20 MPa. THE GROUT SHALL HAVE A SLUMP OF 230mm +/- 30mm
TOP
230 BRICKWORK
NOT FOR CONSTRUCTION
AND THE MAXIMUM SIZE OF AGGREGATE SHALL BE 10mm.
5.
REINFORCEMENT FOR WALLS SHALL BE SECURELY TIED IN POSITION.
6.
WALLS SHALL HAVE CAVITIES CLEANED OF ALL MORTAR PROTRUSIONS
N12 'L' BARS@200 CTS.
2-N12 CONTINUOUS
EACH FACE, 300 COGS.
EACH FACE, LAP 450
AS REQUIRED.
A
TENDER ISSUE
ISSUE
DESCRIPTION
17.04.14
200
AND SHALL BE FILLED WITH GROUT IN LFTS OF NO MORE THAN 600mm
IN HEIGHT. ALL CAVITIES ARE TO BE FILLED WITHOUT THE FORMATION
VOIDS. CLEAN OUT HOLES SHALL BE PROVIDED IN THE BACK-FILLED SIDE
@500 MAX. CTS. VERTICALLY
AT THE BASE OF RETAINING WALLS.
2/3.3 DIA. WIRES @150 CTS. (GALV.)
DO NOT BACKFILL RETAINING WALLS UNTIL AT LEAST 14 DAYS HAVE
200
ELAPSED AFTER THE COMPLETION OF THE GROUT FILLING OF THE WALLS.
8.
PROVIDE VERTICAL CONTROL JOINTS IN WALLS AT MAXIMUM 8000mm
200
21
00 MAX.
7.
APPROVED
DATE
BED JOINT REINFORCEMENT
SL72 MESH BTM.
CENTRES.
ARCHITECT
SPLICE 500 AS REQUIRED.
TONKIN ZULAIKHA GREERARCHITECTS
FOLD & BEND AT CORNERS SO THAT
117 RESERVOIR STREET, SURRY HILLS NSW 2010
LONGITUDINAL WIRES ARE CONTINUOUS.
PH: (02) 9215 4900 FAX: (02) 9215 4901
E-MAIL: [email protected]
R10@500 CTS. VERTICAL GALVANISED
GROUTED INTO BRICKWORK
TYPICAL GRATED DRAIN DETAIL U.N.O.
200 END COG INTO FOOTING
SPLICE 500 AS REQUIRED.
1
80 MAX.
SCALE 1:20
500
6-F11 TM.
CONSULTING STRUCTURAL & CIVIL ENGINEERS
TOP & BTM.
583 DARLING STREET ROZELLE NSW 2039
tel: (02) 9555 7230
500
REFER TO OTHERS
PROJECT
REFURBISHMENTS TO
ST LUKES GRAMMAR COLLEGE
210 HEADLAND ROAD, DEE WHY
450
1
50
1
90
40
email: [email protected]
www.birzulisassociates.com
R10 TIES
1
50
@900 CTS.
TITLE
SL82 MESH TOP
600
EXTERNAL WORKS SECTIONS
& DETAILS
N12 'Z' BARS@200 CTS.
400 TYP.
400 LEGS
TYPICAL 'BW-1' WALL DETAILS.
TYPICAL DISH DRAIN DETAIL. U.N.O.
TYPICAL MOTOR FLOOR BOX DETAIL. U.N.O.
SCALE 1:20
SCALE 1:20
SHOWN THUS ON PLAN
DD
SCALES
DATE
as noted @A1
SCALE 1:20
DRAWN
DESIGN
JSS
REFER TO ARCHITECTS DRAWINGS FOR EXACT LOCATIONS
MAR' 2014
VERIFIED
APPROVED
MG
REPRODUCTION OF THIS DRAWING IS PROHIBITED
WITHOUT THE CONSENT OF BIRZULIS ASSOCIATES PTY. LTD.
ISSUE
PROJECT No.
A
5844
DRAWING No.
S102

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