WELDING OF REINFORCEMENT OTHER THAN TACK WELDING FOR PURPOSE OF MAINTAINING BARS IN CORRECT POSITION IS NOT PERMITTED UNLESS SPECIFICALLY NOMINATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text
ALL REINFORCEMENT SHALL BE SUPPORTED AT 800mm MAXIMUM CENTRES TO MAINTAIN THE NOMINATED POSITION AND COVER.
AutoCAD SHX Text
400
AutoCAD SHX Text
R6
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
R5
AutoCAD SHX Text
1200
AutoCAD SHX Text
600
AutoCAD SHX Text
800
AutoCAD SHX Text
1200
AutoCAD SHX Text
1200
AutoCAD SHX Text
TO AS/NZ 4671 -
AutoCAD SHX Text
TRENCH MESH
AutoCAD SHX Text
SQUARE MESH
AutoCAD SHX Text
RECTANGULAR MESH
AutoCAD SHX Text
MINIMUM LAP TO FABRIC TO BE AS SHOWN IN THE DIAGRAM BELOW :
AutoCAD SHX Text
SPLICES OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF TABLE 13.1.2.2.A OF AS3600-1994 OR IN ACCORDANCE WITH THE FOLLOWING TABLE :
AutoCAD SHX Text
TRENCH MESH SHALL BE SPLICED WHERE NECESSARY BY LAPPING 500mm. ALL CROSS WIRES TO TRENCH MESH SHALL BE CUT FLUSH WITH OUTER MAIN WIRES.
AutoCAD SHX Text
N12
AutoCAD SHX Text
BAR SIZE
AutoCAD SHX Text
R4
AutoCAD SHX Text
R3
AutoCAD SHX Text
R2
AutoCAD SHX Text
N24
AutoCAD SHX Text
N16
AutoCAD SHX Text
N20
AutoCAD SHX Text
N28
AutoCAD SHX Text
N32
AutoCAD SHX Text
1 CROSS WIRE + 25mm
AutoCAD SHX Text
D500RL
AutoCAD SHX Text
D500L
AutoCAD SHX Text
D500SL
AutoCAD SHX Text
SL
AutoCAD SHX Text
RL
AutoCAD SHX Text
L
AutoCAD SHX Text
IF THE SITE HAS BEEN THE SUBJECT OF A GEOTECHNICAL INVESTIGATION REQUIRING ADHERENCE TO PARTICULAR CONSTRUCTION PROCEDURES AND/OR TECHNIQUES, THE REQUIREMENTS OF THE APPROPRIATE GEOTECHNICAL ENGINEER'S REPORT SHALL BE COMPLIED WITH IN FULL.
AutoCAD SHX Text
DEFORMED BAR
AutoCAD SHX Text
DEFORMED BAR
AutoCAD SHX Text
TO AS/NZ 4671
AutoCAD SHX Text
TO AS/NZ 4671
AutoCAD SHX Text
TO AS/NZ 4671
AutoCAD SHX Text
REINFORCING ALL REINFORCING BAR AND FABRIC SHALL BE DESIGNATED AS SHOWN IN THE FOLLOWING TABLE AND SHALL COMPLY WITH THE RELEVANT CODES AS NOTED:
AutoCAD SHX Text
WELDED WIRE MESH
AutoCAD SHX Text
STRIP FOOTING AND EDGE BEAM DEPTHS ARE MINIMUM REQUIREMENTS ONLY AND SHOULD BE INCREASED AS AS REQUIRED TO PENETRATE TOP SOIL COVER & PROVIDE A MINIMUM PENETRATION OF 100mm INTO FIRM & UNIFORM NATURAL MATERIAL.
AutoCAD SHX Text
PLAIN BAR
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
R1
AutoCAD SHX Text
F3
AutoCAD SHX Text
DESIGNATED GRADE
AutoCAD SHX Text
D500N
AutoCAD SHX Text
D250N
AutoCAD SHX Text
R250N
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
R
AutoCAD SHX Text
FOOTINGS GENERAL FOOTINGS HAVE BEEN DESIGNED FOR THE ALLOWABLE. BEARING PRESSURE AND MATERIAL NOTED ON THE PLAN. FOUNDATION MATERIAL SHALL BE APPROVED PRIOR TO CONSTRUCTION PROCEEDING.
AutoCAD SHX Text
F2
AutoCAD SHX Text
F1
AutoCAD SHX Text
THE CONCRETE SLAB SHALL BE CURED USING AN APPROVED COMMERCIAL CURING COMPOUND AND IN ACCORDANCE WITH CLAUSE 19.1.5 OF AS3600-1994. CURING OF CONCRETE SHALL COMMENCE IMMEDIATELY AFTER FINISHING HAS BEEN COMPLETED.
AutoCAD SHX Text
SERVICE PIPES SHALL BE PLACED MINIMUM 50mm UNDERSIDE OF STRIP FOOTING,EDGE OR INTERNAL BEAM TO TOP OF PIPE. ALTERNATIVELY, PENETRATIONS OF FOOTINGS SHALL BE PERMITTED THROUGH THE MIDDLE THIRD OF THE FOOTING DEPTH WITH FLEXIBLE CONNECTIONS BOTH SIDES.
AutoCAD SHX Text
C5
AutoCAD SHX Text
AS3600
AutoCAD SHX Text
F'c (MPa)
AutoCAD SHX Text
CEMENT
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
ADMIXTURE
AutoCAD SHX Text
SLUMP
AutoCAD SHX Text
ELEMENT
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
DESIGN COVER TO THE REINFORCEMENT SHALL BE 50mm TO UNPROTECTED GROUND, 40mm TO EXTERNAL EXPOSURE; 30mm TO THE MEMBRANE IN CONTACT WITH THE GROUND AND 30mm TO THE INTERNAL SURFACE. THE SLAB FABRIC SHALL BE PLACED TOWARDS THE TOP OF THE SLAB WITHIN THE ZONE DEFINED BY THESE LIMITS.
AutoCAD SHX Text
C4
AutoCAD SHX Text
C3
AutoCAD SHX Text
SLABS ON FILL
AutoCAD SHX Text
SUSPENDED
AutoCAD SHX Text
FOOTINGS
AutoCAD SHX Text
80
AutoCAD SHX Text
80
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
SLABS ON
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
80
AutoCAD SHX Text
GP/GB
AutoCAD SHX Text
GP/GB
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
32
AutoCAD SHX Text
25
AutoCAD SHX Text
GP/GB
AutoCAD SHX Text
20
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
25
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONCRETE ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITH AS3600 EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
CONCRETE QUALITY: UNLESS NOTED OTHERWISE ON PLANS
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
STRIP FOOTINGS STEPPING OF FOOTINGS THE BASE OF A STRIP FOOTING SHALL BE HORIZONTAL OR AT A SLOPE OF NOT MORE THAN 1 IN 10, AND THE FOOTINGS SHALL BE STEPPED IN ACCORDANCE WITH ONE OF THE METHODS SHOWN BELOW.
AutoCAD SHX Text
SF1
AutoCAD SHX Text
FOOTING INTERSECTIONS: TRENCH MESH SHALL BE ANCHORED (LAPPED) THE FULL WIDTH OF THE MESH FABRIC AT ALL 'T' AND 'L' INTERSECTIONS. IF BAR REINFORCEMENT IS SUBSTITUTED FOR TRENCH MESH, REFER ENGINEER FOR EXTRA BARS AT INTERSECTIONS.
AutoCAD SHX Text
SF2
AutoCAD SHX Text
GENERAL THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWINGS. ALL SET OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS UNLESS SPECIFIC DIMENSIONS ARE GIVEN ON THE ENGINEERING DRAWINGS. DIMENSIONS NOT TO BE SCALED FROM THESE DRAWINGS. ALL MATERIALS AND WORKMANSHIP ARE TO BE OF THE HIGHEST STANDARDS AND IN ACCORDANCE WITH ANY RELEVANT SAA CODE RELATING TO THEIR APPLICATION. CERTIFICATES TO THIS EFFECT FROM A NATA APPROVED TESTING LABORATORY SHALL BE FURNISHED ON REQUEST. THE STRUCTURE SHALL BE MAINTAINED IN A SAFE & STABLE CONDITION & NO PART OF THE STRUCTURE SHALL BE OVER STRESSED DURING CONSTRUCTION. STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING SUPERIMPOSED LIVE LOADINGS: BUILDER TO PROVIDE ADEQUATE TERMITE PROTECTION IN ACCORDANCE WITH AS3660.1-1995 'PROTECTION OF BUILDINGS FROM SUBTERRANEAN TERMITES', AND LOCAL COUNCIL REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN IN THE FIELD THE LOCATION & LEVEL OF ALL EXISTING SERVICES (TELECOM, UNDERGROUND POWER, SEWER, WATER ETC) & ANY OTHER FEATURE OR STRUCTURE LIKELY TO BE AFFECTED BY THE WORKS. NOTIFY ENGINEER IF IN DOUBT AS TO POSSIBLE EFFECT ON SERVICES OF STRUCTURE OR STRUCTURES ON SERVICES.
AutoCAD SHX Text
G1 G2 G3 G4 G5 G6 G7
AutoCAD SHX Text
4.0 kPa.
AutoCAD SHX Text
0.25kPa.
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
IN ACCORDANCE
AutoCAD SHX Text
WITH AS 1478
AutoCAD SHX Text
SURFACE
AutoCAD SHX Text
MEMBER
AutoCAD SHX Text
ALL
AutoCAD SHX Text
HOT DIP GALVANISE
AutoCAD SHX Text
PREPARATION
AutoCAD SHX Text
COATING
AutoCAD SHX Text
ABBREVIATIONS USED ARE AS FOLLOWS :
AutoCAD SHX Text
- UNIVERSAL COLUMN
AutoCAD SHX Text
- UNIVERSAL BEAM
AutoCAD SHX Text
- BUTT WELD
AutoCAD SHX Text
- FILLET WELD
AutoCAD SHX Text
UC
AutoCAD SHX Text
FW
AutoCAD SHX Text
BW
AutoCAD SHX Text
UB
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
BY FABRICATOR OR MANUFACTURER
AutoCAD SHX Text
OR EQUIVALENT SYSTEM CERTIFIED
AutoCAD SHX Text
STRUCTURAL STEELWORK ALL STRUCTURAL STEELWORK SHALL COMPLY WITH AS 1111, AS 1112, AS 1163, AS 1554, AS 4100, AND THE A.C.S.E. STRUCTURAL STEEL FABRICATION & ERECTION SPECIFICATIONS WHERE DEEMED APPROPRIATE BY THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
S1
AutoCAD SHX Text
THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE BUILDER'S RESPONSIBILITY. ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED WHERE NECESSARY AND AS DIRECTED BY THE SUPERVISING ENGINEER.
AutoCAD SHX Text
S2
AutoCAD SHX Text
SURFACE TREATMENT AND COATINGS SHALL BE AS SPECIFIED IN THE FOLLOWING TABLE.
AutoCAD SHX Text
S6
AutoCAD SHX Text
WHERE PROTECTIVE TREATMENT IS DAMAGED DUE TO BENDING, CUTTING , WELDING OR SITE HANDLING TREATMENT SHALL BE MADE GOOD IN ACCORDANCE WITH THE MANUFACTURER/SUPPLIERS SPECIFICATIONS OR TO THE SATISFACTION OF THE ENGINEER.
AutoCAD SHX Text
ALL TOPSOIL, VEGETATION & DELETERIOUS MATERIAL SHALL BE STRIPPED FROM BUILDING PLATFORM PRIOR TO COMMENCEMENT OF EARTHWORKS.
AutoCAD SHX Text
EARTHWORKS ALL EXCAVATION AND BACKFILL SHALL BE CARRIED OUT NEATLY TO THE LINES, LEVELS AND GRADES SPECIFIED. ANY BACKFILL MATERIAL REQ'D OR SPECIFIED SHALL BE COMPACTED GENERALLY TO A DENSITY EQUIVALENT TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY (TEST METHOD) IN ACCORDANCE WITH AS1289-E1.1 STANDARD COMPACTIVE EFFORT). .
AutoCAD SHX Text
E1 E2 E3
AutoCAD SHX Text
CONCRETE CONTINUED
AutoCAD SHX Text
ALL SHOP CONNECTIONS SHALL BE FULLY WELDED UNO.
AutoCAD SHX Text
S3
AutoCAD SHX Text
PROVIDE 6mm MINIMUM FILLET WELDS, M16 GALV. BOLTS AND 8mm CONNECTION PLATES UN0.
AutoCAD SHX Text
S4
AutoCAD SHX Text
ALL BOLTS SHALL BE IN 2mm CLEARANCE HOLES UNO.
AutoCAD SHX Text
S5
AutoCAD SHX Text
10mm
AutoCAD SHX Text
300 kg/m2
AutoCAD SHX Text
20 MPa.
AutoCAD SHX Text
150mm
AutoCAD SHX Text
%%UBLOCK DIAGRAM
AutoCAD SHX Text
MAXIMUM AGGREGATE SIZE
AutoCAD SHX Text
MIN. CEMENT CONTENT
AutoCAD SHX Text
MAXIMUM SLUMP
AutoCAD SHX Text
STRENGTH (f'c)
AutoCAD SHX Text
WALLS TO BE CONSTRUCTED OF f'uc=15MPa WALL PROFILE CONCRETE BLOCKS, AS PER DIAGRAM.
AutoCAD SHX Text
REINFORCED MASONRY WALLS
AutoCAD SHX Text
OPENINGS TO BE PROVIDED AT BASE OF WALL FOR CLEANING AND INSPECTION AT BASE OF ALL REINFORCED CORES.
AutoCAD SHX Text
BLOCKS TO BE FULLY BEDDED USING 1:1:6 MORTAR.
AutoCAD SHX Text
NOMINATED BLOCK CORES TO BE CLEANED AND FILLED WITH:
AutoCAD SHX Text
%%UBLOCK DIAGRAM
AutoCAD SHX Text
KEEP REINFORCING BARS IN POSITION BY TYING TO STARTER BARS AT BASE AND USING PLASTIC WHEEL SPACERS AT TOP PLACED AFTER CORE FILLING BUT WHILE GROUT IS STILL PLASTIC.
AutoCAD SHX Text
M1
AutoCAD SHX Text
M2
AutoCAD SHX Text
M3
AutoCAD SHX Text
M4
AutoCAD SHX Text
M5
AutoCAD SHX Text
BORED PIERS
AutoCAD SHX Text
80
AutoCAD SHX Text
GP/GB
AutoCAD SHX Text
20
AutoCAD SHX Text
25
AutoCAD SHX Text
80
AutoCAD SHX Text
CONCRETE WALLS
AutoCAD SHX Text
GP/GB
AutoCAD SHX Text
20
AutoCAD SHX Text
32
AutoCAD SHX Text
DATE : 24.07.20
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
A
AutoCAD SHX Text
G.K.
AutoCAD SHX Text
19.08.20
AutoCAD SHX Text
TENDER ISSUE
AutoCAD SHX Text
REVISION : A
AutoCAD SHX Text
MACKSVILLE MEMORIAL AQUATIC & FITNESS CENTRE REFURBISHMENT 23A COOPER STREET, MACKSVILLE NSW
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
NAMBUCCA SHIRE COUNCIL
AutoCAD SHX Text
ARCHITECT:
AutoCAD SHX Text
KING + CAMPBELL
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN : P.S.
AutoCAD SHX Text
DESIGNED : G.K.
AutoCAD SHX Text
REFERENCE : 220 4927 TENDER
AutoCAD SHX Text
DWG : N1
AutoCAD SHX Text
SCALE : N/A
LINE OF BALANCE TANK BELOW
EXISTING SLIDE ANDLANDSCAPING
EXISTING POOL TOBE RETAINED
EXISTING STORAGEBUILDING TO BE
RETAINED
EXISTINGPAVEMENT
EXISTINGPAVEMENT
EXISTINGPAVEMENT 3.53
3.52
3.53
WATER MAIN
260mm DIA PIPE
260mm DIA PIPE
EXISTING INGROUNDPIPES TO BE RETAINED
3.53
C
C
B
B
D
D
E
E
F
F
1
2
2.56
3.49
2.88
A
A
ALAN TAYLOR & ASSOCIATES
Suite 4, Level 1, Port Marina, 18 Park Street, Port Macquarie NSW 2444
PLAN TO BE READ IN CONJUNCTION WITH NOTES DRAWING N1.
AutoCAD SHX Text
2-N16x600 LONG GALVANISED TIE BARS. DRILL & EPOXY 150 MIN. INTO MID DEPTH OF EXISTING FOOTING AND CAST INTO NEW.
AutoCAD SHX Text
1
AutoCAD SHX Text
FOOTING PLAN.
AutoCAD SHX Text
STEP STRIP FOOTING AS REQUIRED IN ACCORDANCE WITH ACCEPTABLE METHODS AS SHOWN ON STANDARD NOTES N1
AutoCAD SHX Text
PF1
AutoCAD SHX Text
SF1
AutoCAD SHX Text
SF1
AutoCAD SHX Text
SF1
AutoCAD SHX Text
SF1
AutoCAD SHX Text
PF1
AutoCAD SHX Text
PF1
AutoCAD SHX Text
PF1
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
1
AutoCAD SHX Text
PED1 (OVER)
AutoCAD SHX Text
SF1
AutoCAD SHX Text
SF1
AutoCAD SHX Text
PED1 (OVER)
AutoCAD SHX Text
RCW1 (OVER)
AutoCAD SHX Text
PED1 (OVER)
AutoCAD SHX Text
PED2 (OVER)
AutoCAD SHX Text
PED2 (OVER)
AutoCAD SHX Text
PED1 (OVER)
AutoCAD SHX Text
RCW1 (OVER)
AutoCAD SHX Text
RCW1 (OVER)
AutoCAD SHX Text
S3
AutoCAD SHX Text
A
AutoCAD SHX Text
S4
AutoCAD SHX Text
B
AutoCAD SHX Text
SF1
AutoCAD SHX Text
RCW-EJ
AutoCAD SHX Text
RCW-EJ
AutoCAD SHX Text
RCW-EJ
AutoCAD SHX Text
5-600 BORED CONCRETE PIERSTO BEAR BELOW EXISTING PIPE INVERTS. 1-N16 BAR CENTRAL,COG 200 AT TOP UNDER STRIP FOOTING TOP REINF'T.
AutoCAD SHX Text
SF2
AutoCAD SHX Text
1
AutoCAD SHX Text
RAMP FOOTING PART PLAN.
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SEE RAMP PLAN (BELOW)
AutoCAD SHX Text
SITE CLASSIFICATION, FOOTING DESIGN BEARING CAPACITY AND GEOTECHNICAL INVESTIGATION NOTE: THE PRELIMINARY SITE INVESTIGATION CLASSIFICATION TO AS2870 IS 'P' BASED ON COFFEY GEOSCIENCE'S REPORT CH1443/1-AB 24th MAY 2005. THIS REPORT WAS PREPARED FOR AN EARLIER DEVELOPMENT ADJACENT TO THE NORTH-WESTERN CORNER OF THE POOL AND IS THE CLOSEST AVAILABLE GEOTECHNICAL REPORT AVAILABLE AT TIME OF DESIGN. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 50 kPa ON STIFF ALLUVIAL CLAY (BELOW EXISTING FILL MATERIAL) 50 kPa ON STIFF ALLUVIAL CLAY (BELOW EXISTING FILL MATERIAL) ON STIFF ALLUVIAL CLAY (BELOW EXISTING FILL MATERIAL) STIFF ALLUVIAL CLAY (BELOW EXISTING FILL MATERIAL) (BELOW EXISTING FILL MATERIAL) THE LEVEL OF THE STIFF ALLUVIAL CLAY (BELOW EXISTING FILL MATERIAL) HAS BEEN BASED ON EXISTING ENGINEERING DRAWINGS OF THE ORIGINAL POOL CONSTRUCTION. THE CONTRACTOR IS TO ALLOW FOR THEIR OWN GEOTECHNICAL INVESTIGATION TO CONFIRM ASSUMED CONDITIONS. THE CONTRACTOR IS TO ALLOW FOR THEIR OWN GEOTECHNICAL INVESTIGATION TO CONFIRM ASSUMED CONDITIONS. IN ADDITION FOUNDATION MATERIAL SHALL BE APPROVED BY THE INSPECTING AUTHORITY WHEN FOOTINGS ARE EXCAVATED.
AutoCAD SHX Text
SF1
AutoCAD SHX Text
SF2
AutoCAD SHX Text
DATE : 24.07.20
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
A
AutoCAD SHX Text
G.K.
AutoCAD SHX Text
19.08.20
AutoCAD SHX Text
TENDER ISSUE
AutoCAD SHX Text
REVISION : A
AutoCAD SHX Text
MACKSVILLE MEMORIAL AQUATIC & FITNESS CENTRE REFURBISHMENT 23A COOPER STREET, MACKSVILLE NSW
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
NAMBUCCA SHIRE COUNCIL
AutoCAD SHX Text
ARCHITECT:
AutoCAD SHX Text
KING + CAMPBELL
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN : P.S.
AutoCAD SHX Text
DESIGNED : G.K.
AutoCAD SHX Text
REFERENCE : 220 4927 TENDER
AutoCAD SHX Text
DWG : S1
AutoCAD SHX Text
SCALE : 1:100 @ A3
EXISTING SLIDE ANDLANDSCAPING
EXISTING POOL TOBE RETAINED
EXISTING STORAGEBUILDING TO BE
RETAINED
EXISTINGPAVEMENT
EXISTINGPAVEMENT
EXISTINGPAVEMENT
3.53
3.52
3.53
WATER MAIN
260mm DIA PIPE
260mm DIA PIPE
EXISTING INGROUNDPIPES TO BE RETAINED
LINE OF BALANCE TANK BELOW
C
C
B
B
D
D
E
E
F
F
1
2
A
A
EXISTINGPAVEMENT
EXISTINGPAVEMENT
ALAN TAYLOR & ASSOCIATES
Suite 4, Level 1, Port Marina, 18 Park Street, Port Macquarie NSW 2444
MARSHALLING AREA & STORE SLAB NOTES: - 150 THICK N32 CONCRETE SLAB. 150 THICK N32 CONCRETE SLAB. - SL81 MESH TOP, 40 TOP COVER. SL82 MESH BTM. 30 BTM. COVER, SL81 MESH TOP, 40 TOP COVER. SL82 MESH BTM. 30 BTM. COVER, - 0.2mm POLYTHENE DAMP PROOFING MEMBRANE. 0.2mm POLYTHENE DAMP PROOFING MEMBRANE. - 800 MAX COMPACTED FILL ON STRIPPED SUBGRADE (SEE NOTE E5 ON SHEET N1) FILL TO BE CLEAN, 800 MAX COMPACTED FILL ON STRIPPED SUBGRADE (SEE NOTE E5 ON SHEET N1) FILL TO BE CLEAN, GRANULAR MATERIAL (SAND OR CRUSHER DUST) COMPACTED IN 200 MAX. THICK LAYERS. - SUPPORT SLAB EDGE ON REINFORCED CONCRETE WALL (RCW1) UNDER.SUPPORT SLAB EDGE ON REINFORCED CONCRETE WALL (RCW1) UNDER.
AutoCAD SHX Text
DENOTES BLOCKWORK UNDER SUPPORTING SLAB.
AutoCAD SHX Text
TURN SLAB DOWN ONTO FOOTING OR BRICK UNDER & PROVIDE ROLLER DOOR RECESS AT DOORWAY.
AutoCAD SHX Text
PLAN TO BE READ IN CONJUNCTION WITH NOTES DRAWING N1.
AutoCAD SHX Text
SLAB PLAN.
AutoCAD SHX Text
DANLEY PXD14 14 DIA. GFRP DOWELS WITH DOWEL SLEEVES AT 300 MAX. CTRS. DRILL UNSLEEVED END INTO EXISTING SLAB AND CAST DOWEL SLEEVE INTO NEW SLAB.
AutoCAD SHX Text
2
AutoCAD SHX Text
CJ NOTE: 125mm DANLEY 'PaveX Expanda' EXPANSION JOINT SYSTEM WITH PERMANENT PVC CAPPING . 14 x 240mm GFRP ROUND DOWELS AT 300mm CTRS WITH SLEEVE.PLACE DOWELS PERPENDICULAR TO JOINT. ALL DOWELS TO BE HORIZONTAL, PARALLEL TO EACH OTHER & AT RIGHT ANGLES TO JOINT
AutoCAD SHX Text
2
AutoCAD SHX Text
EB1
AutoCAD SHX Text
EB1
AutoCAD SHX Text
EB1
AutoCAD SHX Text
3-L11TM x 2000 LG. TOP. TYPICAL AS SHOWN.
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
RCW1
AutoCAD SHX Text
RCW1
AutoCAD SHX Text
RCW1
AutoCAD SHX Text
RCW1
AutoCAD SHX Text
S3
AutoCAD SHX Text
A
AutoCAD SHX Text
S4
AutoCAD SHX Text
B
AutoCAD SHX Text
S5
AutoCAD SHX Text
C
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
2 x 3- N12 PEDESTAL/SLAB TIES, 400 LAP, 200 COG.
AutoCAD SHX Text
3
AutoCAD SHX Text
N12-400 TIES 200 COG.
AutoCAD SHX Text
N12-400 TIES 200 COG.
AutoCAD SHX Text
N12-400 TIES 200 COG.
AutoCAD SHX Text
N12-400 TIES 200 COG.
AutoCAD SHX Text
2
AutoCAD SHX Text
SEE RAMP PLAN (BELOW)
AutoCAD SHX Text
RAMP SLAB PART PLAN.
AutoCAD SHX Text
GRATED DRAIN
AutoCAD SHX Text
GRATED DRAIN
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
S5
AutoCAD SHX Text
D
AutoCAD SHX Text
MARSHALLING & STORE SLAB, SEE NOTE.
AutoCAD SHX Text
PAVING SLAB, SEE NOTE.
AutoCAD SHX Text
PAVING SLAB, SEE NOTE.
AutoCAD SHX Text
PAVING & RAMP SLAB: -125 THICK N32 CONCRETE SLAB. -SL82 MESH TOP, 40 TOP COVER. -800 MAX COMPACTED FILL ON STRIPPED SUBGRADE (SEE NOTE E5 ON SHEET N1) FILL TO BE CLEAN, GRANULAR MATERIAL (SAND OR CRUSHER DUST) COMPACTED IN 200 MAX. THICK LAYERS -PROVIDE 10mm ABELFLEX WITH 10 x 10 SEALANT TOP WHERE SLAB ABUTS BRICKWORK OR REINFORCED CONCRETE WALL.
AutoCAD SHX Text
S5
AutoCAD SHX Text
E
AutoCAD SHX Text
RAMP SLAB, SEE NOTE.
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
DATE : 24.07.20
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
A
AutoCAD SHX Text
G.K.
AutoCAD SHX Text
19.08.20
AutoCAD SHX Text
TENDER ISSUE
AutoCAD SHX Text
REVISION : A
AutoCAD SHX Text
MACKSVILLE MEMORIAL AQUATIC & FITNESS CENTRE REFURBISHMENT 23A COOPER STREET, MACKSVILLE NSW
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
NAMBUCCA SHIRE COUNCIL
AutoCAD SHX Text
ARCHITECT:
AutoCAD SHX Text
KING + CAMPBELL
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN : P.S.
AutoCAD SHX Text
DESIGNED : G.K.
AutoCAD SHX Text
REFERENCE : 220 4927 TENDER
AutoCAD SHX Text
DWG : S2
AutoCAD SHX Text
SCALE : 1:100 @ A3
2 1 2
ALAN TAYLOR & ASSOCIATES
Suite 4, Level 1, Port Marina, 18 Park Street, Port Macquarie NSW 2444
10mm ABELFLEX OR EQUIV. WITH PULL OFF STRIP TO ALLOW FOR 10 x 10 BEAD OF SIKAFLEX 11FC SEALANT.
AutoCAD SHX Text
SLAB MESH AS NOTED
AutoCAD SHX Text
150 MIN. THROAT THICKNESS
AutoCAD SHX Text
N12-200
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
EXISTING FOUNDATION
AutoCAD SHX Text
C
AutoCAD SHX Text
S2
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
EXISTING FILL
AutoCAD SHX Text
N12-150
AutoCAD SHX Text
EXISTING SLAB
AutoCAD SHX Text
10mm ABELFLEX OR EQUIV. WITH PULL OFF STRIP TO ALLOW FOR 10 x 10 BEAD OF SIKAFLEX 11FC SEALANT.
AutoCAD SHX Text
SLAB MESH AS NOTED
AutoCAD SHX Text
150 MIN. THROAT THICKNESS
AutoCAD SHX Text
N12-200
AutoCAD SHX Text
D
AutoCAD SHX Text
S2
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
4-L11TM TOP & BTM. 40 MIN. COVER. R6-900 TIES
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
SF2
AutoCAD SHX Text
10mm ABELFLEX OR EQUIV. WITH PULL OFF STRIP TO ALLOW FOR 10 x 10 BEAD OF SIKAFLEX 11FC SEALANT.
AutoCAD SHX Text
SLAB MESH AS NOTED
AutoCAD SHX Text
SLAB MESH AS NOTED
AutoCAD SHX Text
SLIP JOINT
AutoCAD SHX Text
NGL
AutoCAD SHX Text
BATTER AND TURF
AutoCAD SHX Text
HANDRAIL BY OTHERS
AutoCAD SHX Text
SLIP JOINT
AutoCAD SHX Text
HANDRAIL BY OTHERS
AutoCAD SHX Text
E
AutoCAD SHX Text
S2
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
2
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
10mm ABELFLEX WITH PULL OFF STRIP FOR SEALANT. TYPICAL WHERE NEW CONCRETE WHERE NEW CONCRETE ABUTS EXISTING.
AutoCAD SHX Text
2
AutoCAD SHX Text
CJ
AutoCAD SHX Text
230mm BONDED BRICKWORK SEE NOTE. TYPICAL
AutoCAD SHX Text
BONDED BRICKWORK NOTE
AutoCAD SHX Text
BONDED BRICKWORK IS A SOLID BRICK WALL OF MORE BRICKWORK IS A SOLID BRICK WALL OF MORE THAN ONE LEAF WITH NO CAVITY & WHERE THE LEAVES ARE JOINED WITH EITHER - HEADER COURSES AT 600mm MAX. VERTICAL CTRS. IN WHICH EVERY ALTERNATIVE BRICK IS A HEADER. - OR BONDING TIES (MET 2-3 MEDIUM DUTY OR EQUIVALENT.) AT 400 MAX. VERTICAL & HORIZONTAL CENTRES.
AutoCAD SHX Text
NOTE: DEPTH OF FOOTINGS BELOW EXISTING GROUND LEVEL WILL DEPEND ON FURTHER GEOTECHNICAL INVESTIGATION.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
SF2
AutoCAD SHX Text
CJ
AutoCAD SHX Text
2
AutoCAD SHX Text
DATE : 24.07.20
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
A
AutoCAD SHX Text
G.K.
AutoCAD SHX Text
19.08.20
AutoCAD SHX Text
TENDER ISSUE
AutoCAD SHX Text
REVISION : A
AutoCAD SHX Text
MACKSVILLE MEMORIAL AQUATIC & FITNESS CENTRE REFURBISHMENT 23A COOPER STREET, MACKSVILLE NSW
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
NAMBUCCA SHIRE COUNCIL
AutoCAD SHX Text
ARCHITECT:
AutoCAD SHX Text
KING + CAMPBELL
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN : P.S.
AutoCAD SHX Text
DESIGNED : G.K.
AutoCAD SHX Text
REFERENCE : 220 4927 TENDER
AutoCAD SHX Text
DWG : S5
AutoCAD SHX Text
SCALE : 1:20 @ A3
C
C
B
B
D
D
E
E
F
F
1
2
A
A
ALAN TAYLOR & ASSOCIATES
Suite 4, Level 1, Port Marina, 18 Park Street, Port Macquarie NSW 2444
900A100 ARAMAX PROFILE ROOF IN COLORBOND ULTRA STEEL
AutoCAD SHX Text
PF1
AutoCAD SHX Text
EXISTING BALANCE TANK
AutoCAD SHX Text
EXISTING PIER
AutoCAD SHX Text
EB1
AutoCAD SHX Text
EXISTING SLAB REFER ARCHITECT FOR REMEDIAL WORKS SPECIFICATION
AutoCAD SHX Text
PED1
AutoCAD SHX Text
C5
AutoCAD SHX Text
C10
AutoCAD SHX Text
SECTION GRID F
AutoCAD SHX Text
900A100 ARAMAX PROFILE ROOF IN COLORBOND ULTRA STEEL
AutoCAD SHX Text
RB3
AutoCAD SHX Text
RB6
AutoCAD SHX Text
SF1
AutoCAD SHX Text
PED2
AutoCAD SHX Text
PED2
AutoCAD SHX Text
-
AutoCAD SHX Text
A
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
S8
AutoCAD SHX Text
D
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
S8
AutoCAD SHX Text
E
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
-
AutoCAD SHX Text
B
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
C
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
SCALE 1:100
AutoCAD SHX Text
SCALE 1:100
AutoCAD SHX Text
-
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
TEMPORARY PROPPING/BRACING MUST BE PROVIDED UNTIL ARAMAX BE PROVIDED UNTIL ARAMAX ROOFING IS FULLY INSTALLED.FULLY INSTALLED. INSTALLED.
AutoCAD SHX Text
TIMBER FRAMING: - H3 TREATED MGP10 STUD WALL FRAMING. - SIZING, BRACING AND HOLD DOWN AS FOR N3 WIND CLASSIFICATION TO AS4055 AND IN COMPLIANCE WITH AS1684.2 - PROVIDE BIRDPROOF CONNECTION TO ARAMAX ROOFING ABOVE.
AutoCAD SHX Text
DATE : 24.07.20
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
A
AutoCAD SHX Text
G.K.
AutoCAD SHX Text
19.08.20
AutoCAD SHX Text
TENDER ISSUE
AutoCAD SHX Text
REVISION : A
AutoCAD SHX Text
MACKSVILLE MEMORIAL AQUATIC & FITNESS CENTRE REFURBISHMENT 23A COOPER STREET, MACKSVILLE NSW
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
NAMBUCCA SHIRE COUNCIL
AutoCAD SHX Text
ARCHITECT:
AutoCAD SHX Text
KING + CAMPBELL
AutoCAD SHX Text
C6
AutoCAD SHX Text
C1
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
B
AutoCAD SHX Text
-
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
C5
AutoCAD SHX Text
C
AutoCAD SHX Text
-
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
50 SQ x 12 THICK PLATE WASHERS 6mm FILLET WELD
AutoCAD SHX Text
PEDESTAL PED1
AutoCAD SHX Text
C6 to C10 BASE PLATE DETAIL
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
C1 to C4 BASE PLATE DETAIL
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
C5 BASE PLATE DETAIL
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
25mm THICK BASE PLATE, 4-M20 4.6/S H.D. BOLTS
AutoCAD SHX Text
20mm NOMINAL NON SHRINK GROUT
AutoCAD SHX Text
25mm THICK BASE PLATE, 4-M20 4.6/S H.D. BOLTS
AutoCAD SHX Text
FFL
AutoCAD SHX Text
PEDESTAL PED2
AutoCAD SHX Text
EDGE BEAM EB1
AutoCAD SHX Text
12mm THICK BASE PLATE, 2-M16 CHEMSETS, 125 EMBEDMENT, 100 MIN. EDGE DISTANCE
AutoCAD SHX Text
20mm NOMINAL NON SHRINK GROUT
AutoCAD SHX Text
12mm THICK BASE PLATE, 2-M16 CHEMSETS, 125 EMBEDMENT, 100 MIN. EDGE DISTANCE
AutoCAD SHX Text
16mm THICK BASE PLATE, 4-M20 4.6/S H.D. BOLTS
AutoCAD SHX Text
20mm NOMINAL NON SHRINK GROUT
AutoCAD SHX Text
50 SQ x 12 THICK PLATE WASHERS 6mm FILLET WELD
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN : P.S.
AutoCAD SHX Text
DESIGNED : G.K.
AutoCAD SHX Text
REFERENCE : 220 4927 TENDER
AutoCAD SHX Text
DWG : S7
AutoCAD SHX Text
SCALE : As shown @ A3
2
B C D E F
ALAN TAYLOR & ASSOCIATES
Suite 4, Level 1, Port Marina, 18 Park Street, Port Macquarie NSW 2444
