11658...11658 support wall under 150mm thick 300 x 90 p.f.c over 3735 30 100 110 30 110 30 110 30...
TRANSCRIPT
BA C
1
2
D
E HGF
2
BA C
3
4
5
4
D E HGF
H
&
3
3
3
3
3c
2a
3a
3b
3d
3b
3b
A
2b
29 07 010 For Tender
’f’ ’e’
’d’
’c’
s1
’b’ ’a’
s1s1
’l’
’r’
s1
s1
s1
s1s1
s1
s1
’h’ ’g’
’k’ ’j’
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
s1
Ground Floor Demolition and
New Support Post Layout
s1
s1s1s1
s1
s1
s1
s1
s1
s1
s1
s1
m’
’p’
’q’ n’
s1
GROUND FLOOR
6
35
2
2
5
43
12
2
5
4
5
5
5
1
4
5
6
4
S111658
1
9107
9
10
7
8
8
11
13
13
12
11
13
00
300
10
0
10
0
40
40
300300
10
0
51
15
7300
400
60
600
300
10
0
300
20
01300
10
0
40
400
600
60
20
01300
20
50
min
min
40
100
40
60
20
09
50
min
400
15
0
300
10
0
40
40
60
20
09
50
min
10
0
300
50
500
500
300
20
01300
min
15
0
20
01300
min
500
60
150
10
0
24
02
20
15
0
220 X 220
1100 approx
20
0
125
800
800
10
0
150
300
veri
fy o
n s
ite
100
NEW 150 X 150 X 9 R.H.S POSTS
EXISTING RAMP UP
UP
SHADED AREA DENOTES NEW 100mm CONCRETE SLAB.
D147 MESH THROUGHOUT.
POUR OVER 0.25mm POLYTHENE OVER 25mm QUARRY DUST
OVER COMPACTED HARDFILL.
CHEMSET FIX ALL HORIZONTAL
WALL REINFORCEMENT
150mm INTO EXISTING
EXISTING STEEL STAIR
F.L. -.500
EXISTING KERB AND CHANNEL
COMPACTED HARDFILL
D147 MESH
1:20
SectionD12 DOWELS AT 400.
CHEMSET FIX 100mm
REMOVE EXISTING CONCRETE WALLMAKE GOOD WITH PLASTER
EXISTING TIMBER FRAMED WALLS TO BE REMOVED SHOWN THUS
EXISTING REINFORCED CONCRETE WALLS TO BE REMOVED SHOWN THUS
EXISTING CONCRETE WALLS TO REMAIN SHOWN THUS NEW CONCRETE INFILL PANELS SHOWN THUS2-D12
D147 MESH
COMPACTED HARDFILL
D147 MESH
1:20
Section
D12 DOWELS AT 400.
CHEMSET FIX 100mm
EXISTING CONCRETE WALL
COMPACTED HARDFILL
D147 MESH
1:20
Section
D12 DOWELS AT 400.
CHEMSET FIX 100mm
DEMOLISH EXISTING TIMBER DECK
DEMOLISH EXISTING CONCRETE RAMP STRUCTURE
NEW 20 SERIES CONCRETE BLOCK WALL
UNDER AND OVER
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
NEW 20 SERIES CONCRETE BLOCK WALL.
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAYNEW 100 X 100 X 6 R.H.S POST
CHEMSET FIX ALL HORIZONTAL WALL REINFORCEMENT
150mm INTO EXISTING
G.L. -1.130
FLOOR LEVEL 0.000 metres
SHADED AREA DENOTES NEW 100mm CONCRETE SLAB.
D147 MESH THROUGHOUT.
POUR OVER 0.25mm POLYTHENE OVER 25mm QUARRY DUST
OVER COMPACTED HARDFILL.
up
down
SECTION OF EXISTING DECK TO REMAINEXISTING CONCRETE RAMP TO REMAIN
1:100
NEW 150 X 150 X 9 R.H.S POSTS
NEW 20 SERIES CONCRETE BLOCK WALL.
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
DEMOLISH SECTION OF EXISTING TIMBER DECK
NEW DECK EXTENSION
SHADED AREA DENOTES NEW 100mm CONCRETE SLAB.
D147 MESH THROUGHOUT.
POUR OVER 0.25mm POLYTHENE OVER 25mm QUARRY DUST
OVER COMPACTED HARDFILL.
CHEMSET FIX ALL HORIZONTAL
WALL REINFORCEMENT
150mm INTO EXISTING
G.L. -1.120
G.L. -.750
PAVING EXTENSION
D12 AT 400
D10 AT 400
COMPACTED HARDFILL
R.L. 0.000
1:20
Section
COMPACTED HARDFILL
D147 MESH
1:20
Section
D12 DOWELS AT 400.
CHEMSET FIX 100mm
REMOVE EXISTING CONCRETE WALL
VERIFY MAT WELL SINKING DEPTH
D147 MESH
G.L. -750
EXISTING CONCRETE KERB
D12 AT 400
Structural Drawings must be read in conjunction with Architectural Drawings. This Drawing is Copyright and may not be reproduced in part or in full without the permission of the Engineers.
NO. REVISION
HANLON & PARTNERS LTDCONSULTING STRUCTURAL & FIRE ENGINEERS
SCALE
SHEET NO.
DATEDESIGNED
DRAWN
JOB NO.
ISSUEDRevision
DATE
B. Chisholm
M Thomson
ARCHITECTSMASON WALES
219 HIGH STREET, DUNEDIN
Telephone (03) 477 7475 Fax (03) 479 2597
Email: [email protected]
As shown
Mental HealthAcute Inpatient Unit
Wakari Hospital
Dunedin
SHADED AREA DENOTES NEW 100mm CONCRETE SLAB.
D147 MESH THROUGHOUT.
POUR OVER 0.25mm POLYTHENE OVER 25mm QUARRY DUST
OVER COMPACTED HARDFILL.
R.L. 0.000
EXISTING PLANTING
EXISTING CONCRETE RAMP
D147 MESH
D12 AT 400
D10 AT 400
COMPACTED HARDFILL
R.L. 0.000
1:20
Section
PAVING EXTENSION
2-D12
D12 AT 400
SLAB LOWERED 40mm AT MAT WELL
FALL
EXISTING PLANTING
R.L. 0.000
EXISTING CONCRETE RAMP
D147 MESH
1:20
Section
EXISTING PLANTING
R.L. 0.000FALL
D147 MESH
1:20
SectionD12 DOWELS AT 400.
CHEMSET FIX 100mm
D12 AT 400
D12 AT 400
2-D12
D10 AT 400
EXISTING CONCRETE
RE-BEND BRACKET TO FIT WITHIN DEPTH OF PLINTH
6-D12 DOWELS.
CHEMSET FIX 80mm
SLAB THICKENING AT PLINTH
COMPACTED HARDFILL
D147 MESH
D12 DOWELS AT 400.
CHEMSET FIX 100mm
VERIFY MAT WELL SINKING DEPTH
2-D12
R.L. 0.000
D12 AT 400
D12 AT 400
D10 AT 400
EXISTING PLANTING1:20
Section
EXISTING CONCRETE
EXISTING CONCRETE
D12 FOUR SIDES OF RECESS
COMPACTED HARDFILL
D147 MESHD12 D12D147 MESH
1:20
Section
NEW 100 X 100 X 6 R.H.S POSTS
CHEMSET FIX
ALL HORIZONTAL WALL STEEL
150mm INTO EXISTING
CONCRETE FILL FLOOR REBATES AND DUCTS IN THIS AREA
ALL FOOTINGS TO BEAR ON SOLID ORIGINAL GROUND
200 UB 22 OVER
G.L. -.1.000
CAST IN M12 BOLTS AT 800
D12
D12 DOWELS AT 400.
CHEMSET FIX 80mm
NEW 75 X 75 X 6 R.H.S POST
NEW 20 SERIES BLOCK WALLS
CHEMSET FIX ALL HORIZONTAL
WALL REINFORCEMENT
150mm INTO EXISTINGEXISTING
D12 AT 400
R.L. 0.000
1:20
Section
D12 AT 400
D12
MAKE GOOD EXISTING PAVING
FORM NEW WINDOW OPENING
EXISTING CONCRETE SLAB
NEW CONCRETE FOUNDATION WALL AROUND EXISTING STAIR.
TO SUPPORT NEW TIMBER FRAMED SECURITY WALL
FINISHED SLAB LEVEL -100
FINISHED SLAB LEVEL -200
DEMOLISH SECTION OF EXISTING CONCRETE RAMP
FALL
D12 DOWELS AT 400.
CHEMSET FIX 100mm
SLAB THICKENING AT PLINTH
R.L. 0.000
D12 AT 400
D12 AT 400
2-D12
D10 AT 400
D10
D10 AT 300
1:20
Section
MAKE GOOD EXISTING PAVING
R10 STIRRUPSBOWMAC BRACKETS B195 ON POST CENTRELINES.
M12 BOLTS
4-D12 DOWELS.
CHEMSET FIX 80mm
R10 STIRRUP
NEW 100 X 100 X 6 R.H.S POST
NEW 150 X 150 X 9 R.H.S POST
NEW 100 X 100 X 6 R.H.S POST
300 X
90 P
.F.C
OV
ER
300 X
90 P
.F.C
OV
ER
300 X
90 P
.F.C
OV
ER
REMOVE SUFFICIENT EXISTING SLAB
TO GIVE 75mm MINIMUM THCKNESS TO NEW SLAB
DEMOLISH SUFFICIENT EXISTING SLAB
TO ALLOW 75mm MINIMUM THICKNESS OF NEW SLAB
July 2008
COMPACTED HARDFILL
1:20
Section
MAKE GOOD EXISTING PAVING
D12 DOWELS AT 400.
CHEMSET FIX 100mm
D147 MESH
D147 MESH
150 WIDE CONCRETE KERB AT SIDE OF STAIR.
D10 DOWELS AT 300 AND D12 TRIMMER THROUGHOUT
D12 AT EACH TREAD.
CHEMSET FIX 150mm INTO EXISTING WALL
CHEMSET FIX ALL HORIZONTAL WALL REINFORCEMENT
150mm INTO EXISTING
NEW 50 X 50 X 3.5 S.H.S
POST
NEW 150 UB 14 OVER.
SEE SHEET s4
29. 07. 010
Lift
&
BA
C D E H
1
2
3
4
5
GF
2
3
4
BA
CD E
HG
F
D
E GF
C
GF
30
85
150 X 150 X 9 R.H.S.
3c
2a
3a
3b
3d
10PL. 5FW A/R TO POST. DRILL FOR 4-M16 BOLTS.
FIX TWO ONLY M16 TRUBOLTS IN CONVENIENT POSITIONS
100 X 100 X 6 R.H.S. and
75 X 75 X 6 R.H.S
2b
3085
100 X 100 X 6 R.H.S
10PL. 5FW A/R TO POST. DRILL FOR 2-M16 TRUBOLTS.
2075
29 07 010 For TenderFor Tender
First Floor Slab Arrangementand Lines 2a and 3b
’f’ ’e’ ’c’ ’b’’d’
’h’ ’g’
’a’’b’’c’’d’’e’’f’’g’’h’’j’
’1’’1’’2’’1’’3’’3’
’k’’l’
’1’’4’’5’’5’’4’’8’
’r’
’a’
’7’
’m’
’4’’6’
’p’
’6’
’q’ ’n’
PLAN
FIRST FLOOR
LINE 2a
LINE 3b
First Floor Support Posts
’1’’2’
’3’
’4’
’5’
Post Baseplates
’6’
Typical Post Cap plates
Post ’m’ Cap plate
’8’’7’
S211658
37
35
30
100
110
30 110
30
110
30
100
85
30
00
28
00
25 110
275
220
220
30 85
28
00
(v
eri
fy)
30
00
(v
eri
fy)
28
00
(v
eri
fy)
31
00
ap
pro
x
28
00
180
15 75
180
37
35
24
50
30
80
28
00
(v
eri
fy)
veri
fy
down
SUPPORT WALL UNDER
WA
LL
UN
DE
R T
O R
EM
AIN
WA
LL
UN
DE
R T
O R
EM
AIN
EXISTING ROOF
EXISTING WALLS UNDER TO BE DEMOLISHED TO U/S OF SLAB
1:100
Structural Drawings must be read in conjunction with Architectural Drawings. This Drawing is Copyright and may not be reproduced in part or in full without the permission of the Engineers.
CLOSE OFF EGRESS DOOR
NO. REVISION
HANLON & PARTNERS LTDCONSULTING STRUCTURAL & FIRE ENGINEERS
SCALE
SHEET NO.
DATEDESIGNED
DRAWN
JOB NO.
ISSUEDRevision
DATE
B. Chisholm
M Thomson
ARCHITECTSMASON WALES
219 HIGH STREET, DUNEDIN
Telephone (03) 477 7475 Fax (03) 479 2597
Email: [email protected]
As shown
Mental HealthAcute Inpatient Unit
Wakari Hospital
Dunedin
EXISTING ROOF
NEW ROOF
150mm SLAB
900mm THICK150mm THICK 150mm THICK
DEMOLISH EXISTING REINFORCED CONCRETE ROOF SLAB
NEW 100 X 100 X 6 R.H.S POSTS UNDER
SECTION OF EXISTING WALL UNDER TO REMAIN
SUPPORT WALL UNDER TO REMAIN
SUPPORT WALL UNDER TO REMAIN
EXISTING UPPER SECTION OF WALL UNDER
REMOVE SECTION OF EXISTING FIRST FLOOR SLAB
NEW 20 SERIES CONCRETE BLOCK WALL UNDER
EXISTING CONCRETE WALL UNDER
EXISTING FIRST FLOOR SLAB TO REMAIN
300mm SLAB
600mm SLAB 150mm SLAB
NEW 150 X 150 X 9 R.H.S POSTS UNDER
NEW 150 X 150 X 9 R.H.S POSTS UNDER
NE
W N
AIL
PL
AT
E T
IMB
ER
RO
OF
TR
US
SE
S
1:100
GROUND FLOOR
FIRST FLOOR
NEW 20 SERIES CONCRETE BLOCK WALL UNDER
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
NEW 150 X 150 X 9 R.H.S POSTS
NEW 150 X 150 X 9 R.H.S POSTS
900mm APPROX DEPTH OF EXISTING WALL FROM UNDERSIDE OF SLAB
TO REMAIN
THIS POST IN REAR
GROUND FLOOR
FIRST FLOOR
NEW 460 UB 67
1:100
EXISTING CONCRETE ROOF SLAB
REMOVE CONCRETE FLOOR SLAB THIS SIDE
NEW 20 SERIES CONCRETE BLOCK WALL
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
REMOVE 150mm EXISTING CONCRETE ROOF SLAB THIS SIDE
REMOVE EXISTING SLAB THIS SIDE
EXISTING 600mm ROOF SLAB BEHIND TO REMAIN
NEW 20 SERIES CONCRETE BLOCK WALL UNDER
GROUND FLOOR
15
0 X
15
0 X
9 R
.H.S
.
15
0 X
15
0 X
9 R
.H.S
.
15
0 X
15
0 X
9 R
.H.S
.
15
0 X
15
0 X
9 R
.H.S
.
15
0 X
15
0 X
9 R
.H.S
.
15
0 X
15
0 X
9 R
.H.S
.
10
0 X
10
0 X
6 R
.H.S
.
10
0 X
10
0 X
6 R
.H.S
.
1:50
10
0 X
10
0 X
6 R
.H.S
.
10
0 X
10
0 X
6 R
.H.S
.150 X 10FL.
BW TWO SIDES, 5FW TWO SIDES TO POST.
2-M16 TRUBOLTS
150 X 10FL.
BW THREE SIDES, 5FW ONE SIDE TO POST.
2-M16 TRUBOLTS
150 X 10FL.
BW TWO SIDES, 5FW TWO SIDES TO POST.
2-M16 TRUBOLTS
100 X 10FL.
BW THREE SIDES, 5FW ONE SIDE TO POST.
2-M16 TRUBOLTS
100 X 10FL.
BW TWO SIDES, 5FW TWO SIDES TO POST.
2-M16 TRUBOLTS
10PL.
BW TWO SIDES, 5FW TWO SIDES TO POST.
2-M16 TRUBOLTS
1:10
1:10
DRYPACK BETWEEN ALL CAP PLATES AND U/S OF REMAINING CONCRETE
EPOXY MORTAR LEVELLING UNDER ALL BASEPLATES
EXTEND EXISTING ACCESS HOLE
CONCRETE FILL SECTION OF EXISTING ACCESS HOLE
SECTION OF EXISTING WALL UNDER TO REMAIN
DEMOLISH WALL BEHIND
EXISTING ROOF SLAB THICKNESSES
EXISTING ROOF
EXISTING ROOF SLAB TO BE REMOVED
NEW TIMBER FRAMED SECURITY WALL AROUND EXISTING STAIR
REMOVE 150mm CONCRETE WALL
HATCHED AREAS DENOTE EXTENT OF CONCRETE WALL TO BE REMOVED
REPLACE WITH NEW TIM
BER FRAMED ROOF STRUCTURE.
( NAILPLATE TRUSS SYSTEM DESIGNED BY SPECIALIST M
ANUFACTURER. )
200 UB 22
NEW TIMBER FRAMED WALL
SECTION OF EXISTING 150mm THICK FIRST FLOOR SLAB
WITH BUTYNOL MEMBRANE TO REMAIN
300 X 45 RAFTERS AT 400
EX
IST
ING
TIM
BE
R F
RA
ME
D R
OO
F
EX
IST
ING
TIM
BE
R F
RA
ME
D R
OO
F
EXISTING CONCRETE ROOF SLAB WITH BUTYNOL MEMBRANE TO REMAIN
140 X 45 RAFTERS AT 400 140 X 45 RAFTERS AT 600
140 X 45 TIMBERS AT 400
EXISTING CONCRETE
SUPPORT WALL UNDER
STARTERS TOP AND BOTTOM 500 LONG.
CHEMSET FIX 120mm
NEW 75 X 75 X 6 R.H.S POST UNDER
75 X
75 X
6 R
.H.S
.
EIGHT TOTAL
120 X 120 TIMBER POSTS
FLITCHED BEAM.
2-140 X 45 TIMBERS WITH 130 X 6FL CENTRALLY
EXISTING CONCRETE ROOF SLAB
140 X 45 FROM FLITCHED BEAM
140 X 45 TIMBERS AT 400
FRAME UP OFF DOUBLE 140 X 45 LINTEL
140 X 45 TIMBER BEAM
360 UB 45
NEW 1200 X 300 REINFORCED CONCRETE BEAM
10
0 X
10
0 X
6 R
.H.S
.
NEW 100 X 100 X 6 R.H.S POST UNDER
DIFFERENT CAP PLATE FOR POST ’m’
1:10
BREAK HOLE IN WALL
FOR SUPPORT OF NEW CONCRETE BEAM BEHIND.
SEE SHEET s3
BREAK HOLE IN WALL
FOR SUPPORT OF NEW CONCRETE BEAM THIS SIDE.
SEE SHEET s3
NEW 100 X 100 X 6 R.H.S POST UNDER
NEW 150 X 150 X 9 R.H.S POST UNDER
NEW 150 X 150 X 9 R.H.S POST
NEW 100 X 100 X 6 R.H.S POST
15
0 X
15
0 X
9 R
.H.S
.
BASEPLATE TO THIS SIDE ON POST ’g’
DEMOLISH SECTION OF EXISTING FIRST FLOOR WALL
180 X 75 P.F.C
RECESS SLAB 50mm.
CONCRETE FILL AFTER
B12 BOLT
STUD EACH SIDE OF WEB
3380 TO FLOOR
NEW 310 UB 40
300 X
90 P
.F.C
OV
ER
NEW 100 X 100 X 6 R.H.S POSTS UNDER
NEW 100 X 100 X 6 R.H.S POST UNDER
BREAK HOLES IN CONCRETE WALL AND CONCRETE
BEM ENDS 150mm MINIMUM INTO WALL .
NEW 300 X 90 P.F.C.
BREAK HOLE IN CONCRETE WALL AND CONCRETE
BEAM ENDS 150mm MINIMUM INTO WALL EACH END.
10
0 X
10
0 X
6 R
.H.S
.
10
0 X
10
0 X
6 R
.H.S
.
10
0 X
10
0 X
6 R
.H.S
.
SEE LINE 3c SHEET s3
10PL.
BW TWO SIDES, 5FW TWO SIDES TO POST.
2-M16 TRUBOLTS10PL.
BW TWO SIDES, 5FW TWO SIDES TO POST.
2-M16 TRUBOLTS
75 X 75 X 10L BRACE
75 X 75 X 6L TOP AND BOTTOM OF UB.
5FW THREE SIDES TO UB
1-M16 CHEMSET FIXED BOLT EACH
July 2008
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
3-M16 TRUBOLTS AT 1500, CHANNEL WEB TO EXISTING WALL
(3
0 m
in F
RR
)
30
0 X
90
P.F
.C
30
0 X
90
P.F
.C
(3
0 m
in F
RR
)
(3
0 m
in F
RR
)
(30 min FRR)
(30 min FRR)
(30 min FRR)
ALL R.H.S POSTS ARE TO BE COATED WITH INTUMESCENT PAINT
TO ACHIEVE 30 MINUTE FIRE RATING.
ALSO FIVE STEEL BEAMS SUPPORTING FIRST FLOOR SLAB. SEE PLAN BELOW
NEW 50 X 50 X 3.5 S.H.S POST UNDER
NEW 150 UB 14 LINTEL BEAM.
SEE SHEET s4
29. 07. 01029. 07. 010
&
B C D
GF
2 3 GF
B C
D E HGF
A B C D
E F HG
42a 3a 3b 3d
3 4 5
3 3a 3b2a
2b
2b
FF
F
D
29 07 010 For Tender
4 3c
’r’
’l’
’k’ ’j’
’h’
’n’
s1 s1 s1 s1
Lines 2, 2b, 3a, 3c, 3d, 4,
A, D and F’m’
s3
s3
s3
s3
’q’ ’p’’n’
CONCRETE INFILL PANELS TO BE REINFORCED WITH D12 AT 400 GENERALLY.
ALLOW 400 LONG STARTERS TO ALL BARS.
CHEMSET FIX 120mm INTO EXISTING.
LINE 3c
LINE 3d
LINE D
LINE F
LINE 3a
LINE 2
LINE 4
LINE A
New Line F First Floor Beam
Line 3a First Floor Beam
LINE 2b
Line 2b First Floor Beam
S311658
11 3 4 1
1
1
2
2
37
35
37
35
37
35
28
00
27
99
37
35
37
35
37
35
300
900
300
900
1200
700
700
1200
800
30
25 25
25
25
37
35
35
50
30
09
00
300
300
800 X 800
Structural Drawings must be read in conjunction with Architectural Drawings. This Drawing is Copyright and may not be reproduced in part or in full without the permission of the Engineers.
NO. REVISION
HANLON & PARTNERS LTDCONSULTING STRUCTURAL & FIRE ENGINEERS
SCALE
SHEET NO.
DATEDESIGNED
DRAWN
JOB NO.
ISSUEDRevision
DATE
B. Chisholm
M Thomson
ARCHITECTSMASON WALES
219 HIGH STREET, DUNEDIN
Telephone (03) 477 7475 Fax (03) 479 2597
Email: [email protected]
As shown
Mental HealthAcute Inpatient Unit
Wakari Hospital
Dunedin
FIRST FLOOR
GROUND FLOOR
NEW 20 SERIES CONCRETE BLOCK WALL
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
1:100
FIRST FLOOR
GROUND FLOOR
NEW 100 X 100 X 6 R.H.S POSTS
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVEDEXISTING CONCRETE WALL TO REMAIN
1:100
FIRST FLOOR
GROUND FLOOR
1:100
NEW 20 SERIES CONCRETE BLOCK WALL
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
REMOVE 150mm EXISTING CONCRETE ROOF SLAB THIS SIDE
REMOVE CONCRETE WALL
REMOVE CONCRETE WALL THIS SIDE
1:100
REMOVE CONCRETE FLOOR SLAB THIS SIDE
REMOVE LOWER SECTION OF EXISTING WALLS
NEW 460 UB 67 BEHIND
REMOVE CONCRETE FLOOR SLAB
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
1:100
FIRST FLOOR
GROUND FLOOR
FIRST FLOOR
GROUND FLOOR
FIRST FLOOR
GROUND FLOOR
1:100
NEW SLAB EXTENSION
NEW NEW TIMBER FRAMED SECURITY WALL
EXISTING TIMBER FRAMED ROOF
600mm 200mm 300mm 200mm
NEW 100 X 100 X 6 R.H.S POST
REMOVE SECTION OF FIRST FLOOR SLAB
NEW 100 X 100 X 6 R.H.S
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
NEW CONCRETE INFILL PANELS SHOWN THUS
NEW CONCRETE INFILL PANELS SHOWN THUS
NEW 20 SERIES CONCRETE BLOCK WALL BEHIND.
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
NEW CRANKED 410 UB 54 BEHIND
1:100
CHEMSET FIX ALL HORIZONTAL WALL REINFORCEMENT
150mm INTO EXISTING
REMOVE SECTION OF EXISTING WALL
EXISTING 200mm CONCRETE WALL
EXISTING 150mm CONCRETE SLAB
OPE
N
EXISTING 150mm CONCRETE WALL
EXISTING 150mm CONCRETE SLABS
APPROXIMATE WALL THICKNESSES
SEE SECTION 1 SHEET s1
CONCRETE FILL EXISTING OPENING
EXISTING 150mm CONCRETE SLABS
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
NEW 20 SERIES CONCRETE BLOCK WALL.
ALL CELLS CONCRETE FILLED.
D12 AT 400 EACHWAY
NEW CONCRETE STEPS AND LANDING
EXISTING STAIR TO BASEMENT
GROUND FLOOR
BASEMENT
CHEMSET FIX
ALL HORIZONTAL WALL STEEL
150mm INTO EXISTING1:100
HATCHED AREAS DENOTE EXTENT OF WALLS TO BE REMOVED
NEW CONCRETE INFILL PANEL
ALL STARTERS 500 LONG.
CHEMSET FIX 120mm
ALL STARTERS 500 LONG.
CHEMSET FIX 120mm
SEE SHEET s1
MAKE GOOD EXISTING CONCRETE SLAB
NEW 75 X 75 X 6 R.H.S POST
WALL REINFORCEMENT FROM DECK WALL
TO BOND INTO LINE 4 WALL.
NEW 360 UB 45 BEHIND
1:50
NEW CONCRETE BEAM. SEE ABOVE
FIRST FLOOR
NEW 360 UB 45 BEHIND
NEW 460 UB 67 BEHIND
3-H25 3-H25
R10 STIRRUPS AT 250
R10 STIRRUPS AT 250
R10 STIRRUPS AT 250
2-H25 ’a’ X 9000 2-H25 ’b’ X 9000
1-H25 ’C’ X 8000
2-H25 2-H25
EXISTING TIMBER FRAMED WALL
DEMOLISH CONCRETE WALL
2-H122-H12
CUT 700 X 300 HOLE IN EXISTING WALLS
EACH END OF NEW BEAM FOR BEAM END SEATING
NEW 100 X 100 X 6 R.H.S POST
’a’
’a’
’b’
’b’
’c’
5-H25
2-H25
NEW STEEL BEAMS ON LINES 2b and 3a
2-H12
2-H12
CUT THROUGH EXISTING CONCRETE WALL
FOR PASSAGE OF NEW BEAMS
REMOVE EXISTING SLAB TWO ROWS OF D10 DOWELS AT 600 CENTRES.
CHEMSET FIX 100mm
EXISTING CONCRETE WALL
1:20
Section
75 X 75 X 10L 150 LONG ONE SIDE OF WEB.
5FW A/R TO UB WEB
75 X 75 X 10L 150 LONG ONE SIDE OF WEB.
5FW A/R TO UB WEB
FILL HOLE IN EXISTING WALL
WHEN POURING NEW INSITU BEAM
BREAK HOLE IN EXISTING WALL.
CONCRETE FILL AFTER
UB TO BE TIGHT UNDER SLAB
OR DRYPACK BETWEEN BEAM AND SLAB FULL LENGTH
NEW 460 UB 67.
SEE DETAILS ABOVE
1:10
3-100 X 10Fs 60 WIDE AT 1200 CENTRES.
100 LONG WELD TO UB FLANGE.
1-M16 TRUBOLT
FIRST FLOOR
EXISTING FLOOR SLAB
NEW CONCRETE BEAM.
SEE LEFT HAND SIDE OF SHEET
460 UB 67
FIRST FLOOR
GROUND FLOOR
NEW 360 UB 45.
SEE DETAILS ABOVE
1:100
NEW CONCRETE BEAM.
SEE ABOVE
FILL HOLE IN EXISTING WALL
WHEN POURING NEW INSITU BEAM
BREAK HOLE IN EXISTING WALL.
CONCRETE FILL AFTER
FIRST FLOOR
EXISTING FLOOR SLAB
1:10
BREAK HOLE IN EXISTING WALL.
CONCRETE FILL AFTER
UB TO BE TIGHT UNDER SLAB
OR DRYPACK BETWEEN BEAM AND SLAB FULL LENGTH
NEW 100 X 100 X 6 R.H.S
180 X 75 P.F.C
TRIPLE STUD
M12 BOLT
60 X 6FL X 80.
BW TO CHANNEL.
M16 CHEMSET FIXED BOLT.
140mm EMBEDMENT
M16 CHEMSET FIXED BOLT.
140mm EMBEDMENT
180 X 75 P.F.C THIS SIDE.
SEE LINE 3c BELOW
REMOVE EXISTING SLAB
500 LONG D12 DOWELS AT 400.
CHEMSET FIX 110mm
EXISTING SLAB
1:20
Section
360 UB 45
300 X 90 P.F.Cs IN FORGROUND
NEW 100 X 100 X 6 R.H.S
POSTS IN FOREGROUND
3-M16 TRUBOLTS AT 1500
CHANNEL TO BE TIGHT UNDER SLAB
OR DRYPACK BETWEEN BEAM AND SLAB FULL LENGTH
75 X 10FL STIFFENER
ON POST CENTRELINE.
5FW A/R
6mm CAP PLATE. WELD A/R TO POST.
5FW TWO SIDES POST TO CHANNEL
POSTS ’q’ and r’
75 X 75 X 10L 150 LONG ONE SIDE OF WEB.
5FW A/R TO UB WEB
2-H12 ’Us2-H12 ’Us
4-D12 EACHWAY
PAD TO BEAR ON SOLID ORIGINAL GROUND
300 X 300 PEDESTAL.
4-D10 AND R6 STIRRUPS AT 250
NEW 100mm CONCRETE SLAB THIS SIDE
75 X 75 X 10L BRACE BEHIND
NEW 310 UB 40 SEE SHEET s4
July 2008
NEW 150 UB 14 LINTEL.
SEE DETAILS SHEET s4
29. 07. 010
&3a
54
5
29 07 010 For Tender
’k’
’l’
Canopy Details and
Line 3d Beam
TYPICAL ENTRY CANOPY DETAILS
First Floor Beam Line 3d
LINE B
S411658
50
100
23
20
ap
pro
x
veri
fy
5115
550
NO. REVISION
HANLON & PARTNERS LTDCONSULTING STRUCTURAL & FIRE ENGINEERS
SCALE
SHEET NO.
DATEDESIGNED
DRAWN
JOB NO.
ISSUEDRevision
DATE
B. Chisholm
M Thomson
ARCHITECTSMASON WALES
219 HIGH STREET, DUNEDIN
Telephone (03) 477 7475 Fax (03) 479 2597
Email: [email protected]
As shown
Mental HealthAcute Inpatient Unit
Wakari Hospital
Dunedin
July 2008
LUMBERLOK MULTIGRIPS
ALL TIMBERS 140 X 45s
STOP ONE TIMBER SHORT
M12 BOLT THROUGH POST AND HALVED POST
TO CANOPY TIMBERS
FLITCHED BEAM. 2-140 X 45 TIMBERS WITH 130 X 6FL CENTRALLY
PRYDA STRAP BRACE.
SIX BRACKET NAILS EACH END.
TYPICAL FOR ALL SPROCKETS
17.5mm CONSTRUCTION PLY OVER WHOLE OF CANOPY
1:10
5FW A/R POST TO UB
60 X 10FL STIFFENER EACH SIDE OF WEB.
5FW A/R
80 X 6FL X 200.
5FW A/R TO POST AND UB
FULL DEPTH STIFFENER BEHIND 200 LONG.
5FW A/R TO UB.
1-M16 TRUBOLT TO EXISTING CONCRETE WALL
75 X 75 X 10L BRACE BEHIND AT 45.
5FW A/R TO UB.
6mm ENDPLATE AND 2-M16 TRUBOLTS TO CONCRETE WALL
0
FIRST FLOOR
1:20
NEW 310 UB 40
UB TO BE TIGHT UNDER SLAB
OR DRYPACK BETWEEN BEAM AND SLAB FULL LENGTH
150 UB 14
a-a
a
a
50 X 50 X 3.5 S.H.S
TO SUIT GLAZING MULLION SET-OUT
REMOVE SECTION OF WEB.
BEND FLANGE AND WELD WEB TO FLANGE
30 X 5FL EACH SIDE OF WEB.
3FW A/R
5FW A/R
10mm NOMINAL GROUT
CUT NEAT 20mm DEEP REBATE TO HOUSE BASEPLATE.
PLASTER UP AFTER.
50 X 6FL X 140.
BW TWO SIDES, 3FW TWO SIDES TO POST.
2-M10 CHEMSET FIXED STUDS 100 c. to c.
90mm EMBEDMENT.
ANGLE STUDS AWAY FROM SLAB EDGE.
PLUG WELD STUDS AND GRIND FLUSH
75 X 75 X 6L X 120.
2-M12 TRUBOLTS TO CONCRETE WALL.
2-M12 BOLTS TO UB
1:50
LINTEL BETWEEN G26 AND G27
29. 07. 010