COVER + INDEX _ Layout

Transcription

B U IL D ING C O N S E N T IS S UE
da t e :
14 Nov 20 13
architectural drawing index
cover set
COVER + INDEX
plans set
A1.0
SITE & SLAB PLAN
A1.1
GROUND & FIRST FLOOR PLAN
A1.2
SECOND FLOOR & ROOF PLAN
A1.3
REFLECTED CEILING PLANS
A2.1
ELEVATIONS
A3.1
SECTIONS A & B
A3.2
SECTION C
A3.3
SECTIONS D & E
A4.1
DETAILS
A4.2
DETAILS
A4.3
DETAILS
elevations set
sections set
details set
interior elevation set
A5.1
INTERIORS - BATHROOM
A7.1
DOOR & WINDOW SCHEDULE
A7.2
DOOR & WINDOW SCHEDULE
schedules
N E W O F F IC E B U IL D IN G
307 D UR HA M ST R EET
f ile:
4643
sit e inf or mat ion
property address:
307 DURHAM STREET,
CHRISTCHURCH
legal description:
LOT 1, DP 9537
property area:
sit e/ loc at ion k ey
EXPOSED AGGREGATE 50mm MESH
REINFORCED PAVING
491m²
ASPHALTIC CONCRETE (HOTMIX)
DRIVE AS SPECIFIED WITH 100x35
H5 TREATED TIMBER EDGE OR
CONCRETE KERB
NEW BUILDING FOOTPRINT
0.
00
EXISTING SITE LEVELS, AS PER
SURVEYORS DOCUMENTATION
0.00
PROPOSED SITE LEVEL, FINISHED HEIGHT
0.00 FFL
PROPOSED SLAB LEVEL, FINISHED HEIGHT
SITE FENCE
1
2
21,400
N
2,160
BUILDING SET OFF 75mm AT
CLOSEST POINT
2,500
EXISTING MAGNOLIA TREE TO REMAIN,
LOCATION TO BE CONFIRMED ONSITE
3,990
rail 1
rail 2
1.58 m2
DP1
1.
REFER STRUCTURAL ENGINEER FOR
GEOTECH REPORT
2.
REFER ENGINEERS DOCUMENTATION FOR
SITE SURVEY
3.
TREES SHOWN SHALL REMAIN AND BE
PROTECTED AS NECESSARY
visitor
cycle stand
(2no. min)
4.
STOCKPILE TOPSOIL AS DIRECTED ON SITE
5.
REFER LANDSCAPE ARCHITECT FOR
PLANTING, SOFT LANDSCAPING AND
ANCILLARY PAVING
6.
REFER DRAINAGE/HYRAULIC ENGINEERS
DOCUMENTS FOR ALL STORMWATER AND
SEWER DRAINAGE
7.
REFER SITEWORK SPECIFICATION
rail 3
H5 TREATED 200x200 TIMBER
KERB AS TREE SURROUND
FALL
FALL
1
BUC
ASPHALT TO CARPARK
FALLS TO SUMP
EXPOSED AGGREGATE TO FALLS
UP TO ENTRANCE DOOR
THRESHOLD
DC
rail 5
FALL
2
SUMP
FINAL LOCATION DETERMINED
BY DRAINAGE ENGINEER
existing vehicle crossing
g a r d e n
b e d
3
12,370 BOUNDARY
L
FAL
s t r e e t
5,000
FAL
L
12,080 BOUNDARY
sit e/ loc at ion plan not es
GALVANISED 3.5m LONG x 400mm
HIGH BOUNDARY RAIL FROM 100mm
PFC FOR PAINT FINISH
staff covered
cycle stand
(5no. min)
8,790
2,850
22,695 BOUNDARY
n e w b uilding
14.04 m2
PRECAST CONCRETE COLUMN
1,800
3,050
FALL
DC
150
A
FALL
EXPOSED AGGREGATE PATH
EX. SEWER DRAIN
252.64 m2
LIFT SUMP
HT
FALL
B
EDGE OF EXPOSED AGGREGATE
PAVING 150mm OFF BOUNDARY
HOSE TAP, REFER HYDRAULIC/DRAINAGE
ENGINEER DOCUMENTATION
HT
2,500
CL
DP4
EXPOSED
AGGREGATE PATH
BUBBLE-UP CHAMBER, REFER
HYDRAULIC/DRAINAGE ENGINEER
DOCUMENTATION
d u r h a m
75
C
BUC
13,850
3,600
120/120/120 FFR WALLS TO BOTH
NORTH & SOUTH BOUNDARIES
BACK FLOW PREVENTER, REFER
HYDRAULIC/DRAINAGE ENGINEER
DOCUMENTATION
rail 4
3,100
3
BFP
DP2
DP3
g a r d e n
b e d
6.73 m2
40,510 BOUNDARY
BFP
SITE AREA: 490.28 m2
CRITICAL SET-OUT NOTE
BUILDING TO BE PARALLEL
AND OFF-SET 75mm FROM
THE SOUTH BOUNDARY
pr opos e d site pla n
SCALE: 1:100
3,500
APPROX. (C.O.S.)
b o u n d a r y r ail s c h e d u l e
200
PRELIMINARY PRINT | 14/11/13 | 3:45 PM
400
400
CHECK LEVELS ON SITE PRIOR TO
FABRICATION
600
MITRE AND WELD RAIL AND LEGS
150
100mm ZINC SPRAYED PFC RAIL
AND LEGS
400x400x600 CONCRETE
FOOTING
400
-
b o u n d a r y r ail d e t a i l
-
SCALE 1:50
400x700x600 CONCRETE
FOOTING
700
NO.
RAIL 1, RAIL 2, RAIL 3, RAIL 4, RAIL 5
LOCATION
SITE CARPARK
CONSTRUCTION
100mm PFC RAIL AND LEGS SET IN CONCRETE FOOTING
FINISH
ZINC SPRAYED
HARDWARE
LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER,
RAVEN THRESHOLD BAR FOR LEVEL THRESHOLD
NOTES
RAILS 1-3 INSTALLED WITH TOES FACING CARPARK,
RAILS 4-5 INSTALLED WITH TOES FACING STREET
(5 OFF)
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
SITE & SLAB PLAN
13/11/13
TH
15/03/2013
SL
1:100,
1:50@A2
1:200@A4
4643
BUILDING CONSENT ISSUE
A1.0
A
1
21,400
8,960
75
1,950
90
1,550
1,850
90
3,500
90
90
4,880
95 70
20
9,005
900 580 20
3,400
4,880
20
4,385
400
CL
200
s t r e e t
existing vehicle crossing
3,500
90x45 H3.2 TREATED MSG8 TIMBER
FRAMED WALL
1,960
FRAMED WALL
FIRE RATED WALL, REFER FIRE
ENGINEERS REPORT.
FIRE RATED CONSTRUCTION TO EXTEND TO
SOFFIT OR UNDERSIDE OF ROOF
CLADDING, NOTCH AROUND ROOF
FRAMING AND SEAL ALL AROUND WITH
INTUMESCENT SEALANT
W1.3
45
OVERHEAD EAVE LINE
SHS POST
EXTERNAL METAL CLAD SILL
DOOR REFERENCE BY NUMBER, REFER
DRAWING SERIES A7, WHERE;
DG. - GROUND FLOOR DOOR
D1. - FIRST FLOOR DOOR
D2. - SECOND FLOOR DOOR
D2.#
FFL 18,860
1,950
90
1,550
45
200 1,775
200
25
4,900
O F F I C E
D U R H A M
4,900
B
A3.1
B U I L D I N G
S T R E E T
11,840
9,840
W1.1
5,735
90
4,900
SELECTED VINYL FLOOR FINISH
EM
SELECTED ENTRANCE MAT FLOOR FINISH
CT
SELECTED CARPET TILE FLOOR FINISH
200
DP2
FLOOR FINISHES ONLY WHERE INDICATED
V
C
A3.2
45
2,590
800 x 400
PRECAST
BUTTRESS
200
30
31
32
33
16
34
17
17
18
D1.4
200
19
CT
1.
800
810
810
wc
lo b b y
D1.5
200
TEA SINK
2,075
950
200
lo b b y
lif t
OVERFLOW SCUPPER OUTLETS
f loor f inishes k ey
9
A4.2
90
90
90 1,650
90
2,690
45
45
200
200
29
28
27
90
SCALE: 1:100
3 0 7
26
V
pr opos e d first f loor pla n
N E W
25
4,475
24
5,305
23
140
wc
DP3
710
r aised
plat f or m
CT
810
JOINERY UNIT REFERENCE BY NUMBER,
REFER DRAWING SERIES A6
J#
OFS
CT
acc
wc
W2.#
SMOKE DOOR
FRR DOOR
D1.1
22
C
A3.2
V
E
A3.3
W1.#
DOUBLE INSOL SOLARIS FINS
21
1
A4.3
D1.3
E
A3.3
810
W1.8
W1.7
REFER INTERIOR ELEVATIONS
SHEET A5.1 FOR WC AND
KITCHENETTE DETAILS
CONCRETE FILLED STRUCTURAL 200
SHS POST WITH 2x19mm FYRELINE
WALL LININGS AS FIRE PROTECTION
TO ACHIEVE 120min FIRE RATING
W1.2
B
A3.1
WINDOW REFERENCE BY NUMBER, REFER
DG. - GROUND FLOOR WINDOW
D1. - FIRST FLOOR WINDOW
D2. - SECOND FLOOR WINDOW
WG.#
BEAM OVER
SHS POST WITH INTUMESCENT PAINT
FIRE PROTECTION TO ACHIEVE
120min FIRE RATING
t e na nc y 2
LINE OF STRUCTURE OVER
d u r h a m
rail 5
12,370 BOUNDARY
1,500
2,000
1,600
2,590
45x70 H3.2 TIMBER STRAPPING
D1.#
D
A3.3
505
90
800 x 400 PRECAST BUTTRESS
10
A4.3
20
4,260
STRUCTURAL PRECAST CONCRETE PANEL,
REFER STRUCTURAL ENGINEERS
DOCUMENTATION
DP1
GFA: 279 m2
SHS POST
200
90
DG.#
CONCRETE FILLED STRUCTURAL
100 SHS POST WITH
INTUMESCENT PAINT FIRE
PROTECTION TO ACHIEVE
120min FIRE RATING
D
A3.3
2,075
8
A4.3
f loor plan k ey
2,160
FRR WINDOW
2,400
W1.5
SHS POST
W1.6
2,400
SUNSHADE LOUVRES OVER
4,950
11,840
6,260
2,630
200
175
8,790
2
A4.3
SITE AREA: 490 m2
3
13,885
2400 x 400 SHEARWALL
similar
400
2
A
A3.1
300
DP4
355 1,960
45
BFP
A
A3.1
W1.4
1
A4.3
90
b e d
3,500
90
STORE (UNDER STAIR)
21,400
4,475
4,050
9,580
B
A3.1
3,100
6
A4.1
90
90
200
200 1,775
25
g a r d e n
200
90
45
C
A3.2
800
5,280
350 Ø PRECAST CONC COLUMN
200
40,510 BOUNDARY
DP2
910
1
2
LIFT SUMP
up p e r f loor s
t e na nc y
ent r anc e
SUMP
2000 x 400 PRECAST PANEL
45
90
1,110
1,390
ent r y
st or e
( unde r )
3
wc
lo b b y
DC
SHS POST
4
lif t
650
FRR DOOR
D0.1
650
lo b b y
5
V
810
7
D0.6
wc
DP3
710
EM
D0.4
CT
1
3,050
910
810
CT
acc
wc
D0.7
TEA SINK
V
BUC
200
4
A4.1
gr o und f loor
t e na nc y
ent r anc e
D0.5
SCALE: 1:100
75
rail 3
E
A3.3
DC
SMOKE CURTAIN TO LIFT DOORS
(TYPICAL)
pr opos e d gr o und f loor pla n
E
A3.3
45
D0.3
KITCHENETTE DETAILS
LINE OF STRUCTURE OVER
C
A3.2
200
120min FIRE RATING
90
A
rail 2
5
A4.1
B
A3.1
D
A3.3
140 25
THE SOUTH BOUNDARY
B
rail 1
rail 4
GFA: 252 m2
D0.2
W0.3
t e na nc y 1
HT
C
22,695 BOUNDARY
7,040
FFL 15,560
8,670
2
A4.1
120min FIRE RATING
810
2,850
1
A4.1
SHS POST
SHS POST
2,500
800 x 400 PRECAST BUTTRESS
10
A4.3
200
W0.2
SUNSHADE LOUVRES OVER
1.8m HIGH TIMBER FENCE
b e d
g a r d e n
12,080 BOUNDARY
505
200
3,250
2,075
3,050
DP1
2
A4.3
6
A4.3
7
A4.3
2,500
400 1,960
FRR WINDOW
8
A4.3
3,600
CL
6
200
2,630
2,410
6,250
5,960
8,790
11,840
DP4
1,800
A
45
2,400
W0.1
3,990
2400 x 400 SHEARWALL
13,850
4,385
11,435
similar
D
A3.3
2,160
4,900
CLOSEST POINT
C
1
A4.3
600
300
45
45
B
900
200
45
300
25
3,400
200
4,900
800
4,475
N
CONC BEAM OVER
3,100
3
45
3,100
2
A
A3.1
6,160
90
4,385
0
1
2
3
4
5
90
A
A3.1
A
GROUND & FIRST FLOOR
PLAN
13/11/13
TH
15/03/2013
SL
1:100@A2
1:200@A4
4643
A1.1
A
4,475
1,670
1
A4.2
4,880
20
3,980
4,880
20
5,800
f loor plan k ey
2,160
4,880
900 580 20
3,400
4,880
20
4,385
20
4,385
5,950
STRUCTURAL PRECAST CONCRETE PANEL,
REFER STRUCTURAL ENGINEERS
DOCUMENTATION
5,800
45x70 H3.2 TIMBER STRAPPING
360
SKYLIGHT
OVER
KITCHENETTE DETAILS
1,950
20
90
20
4,880
20
3,100
W2.3
20
4,385
9,840
800
320
2
A
A3.1
BUTYL ON TREATED PLY ON FRAMING AT
400mm CRS
3
2,160
SKY3
SKY5
COLORSTEEL CAPPING TO TIMBER
FRAMED PARAPET WALL
RIDGE
E
A3.3
size
(mm)
material
DP 1
80
DP 2
80
80
DP 3
DP 4
DP 5
80
80
80
65
POWDER COATED GALVANISED STEEL CHS
WHERE EXPOSED AT GROUND FLOOR
uPVC WHERE CONCEALED
POWDER COATED GALVANISED STEEL CHS
WHERE EXPOSED AT GROUND FLOOR
uPVC WHERE CONCEALED
uPVC
uPVC
COLORSTEEL
E
A3.3
15 DEG
SKY4
ref no.
4
A4.2
SKY2
B
A3.1
do w np ip e s c hedule
0.55 COLORSTEEL PROFILED METAL ROOF
BARGE
1200 x 600 DOUBLE GLAZED
LOW PITCHED FIXED SKYLIGHTS (x8)
ON TIMBER KERBS WITH FOLDED
COLORSTEEL APRON FLASHINGS
AND CRICKET DIVERTERS TO TOP EDGE.
OVERFLOW SCUPPER, TYPICAL AS
SPECIFIED
PARAPET
OFS
SUPPLY
FAN
7
A4.2
1:60 FALL
200
75
600
DP3
1:60 FALL
1:30 FALL
1:60 FALL
DP5
PARAPET
RAKING END TO SIDE
PRECAST WALL
pr opos e d r oof pla n
SCALE: 1:100
O F F I C E
3 0 7
DP2
C
A3.2
OFS
0
PARAPET
BUTYL ROOF ON
TREATED PLY ON
FRAMING @ 400 CRS
N E W
PARAPET
r oof 2
SKY1
C
A3.2
PASSIVE VENTILATOR
SPOUTING
PARAPET
3,050
15 DEG
EXTRACT
FAN
OFS
15 DEG
BARGE
B
DP1
1:60 FALL
15 DEG
SUNSHADE LOUVRES
BELOW
A
1:30 FALL
D
A3.3
BARGE
D
A3.3
2 DEG
11,440
BALCONY
BELOW
DOMED RAINWATER OUTLET, TYPICAL AS
SPECIFIED
BARGE
2 DEG
r oof 3
8,790
BUTYL ROOF ON
TREATED PLY ON
FRAMING @ 400 CRS
SKYLIGHT REFERENCE BY NUMBER,
REFER SPECIFICATION
SKY#
PARAPET
r oof 1
4/5
A4.2
SELECTED CARPET TILE FLOOR FINISH
r oof plan k ey
2,160
7
A4.1
2
A4.2
CT
90
GUTTER HIGH POINT
PARAPET
COLORSTEEL PARAPET
CAPPING
SELECTED ENTRANCE MAT FLOOR FINISH
90
15 DEG
200
175
RAKING END TO SIDE
PRECAST WALL
EM
FORM SUMP SET DOWN AS E2 AS1
BUTYL ON TREATED PLY ON
FRAMING AT 400 CRS
DP4
SELECTED VINYL FLOOR FINISH
V
200
DP2
FLOOR FINISHES ONLY WHERE INDICATED
0.55 COLORSTEEL ENDURA V-RIB
ROOFING WITH MATCHING FLASHINGS AS
SPECIFIED
18,500
1:60 FALL
OFS
f loor f inishes k ey
A
A3.1
21,400
1,070 90
OVERFLOW SCUPPER OUTLETS
1.
FORM SUMP SET DOWN AS E2 AS1
C
JOINERY UNIT REFERENCE BY NUMBER,
REFER DRAWING SERIES A6
OFS
W2.1
140
2,590
380 PFC BEAM
140
4,880
1
PARAPET
W2.#
C
A3.2
11,525
B
A3.1
SCALE: 1:100
140
45
30
31
32
33
34
35
36
37
38
CT
90 200
200
1,305
200 1,775
25
4,880
W1.#
9
A4.2
200
90
pr opos e d s e c o nd f loor pla n
1,600
140
2,635
SKYLIGHT
OVER
810
D2.4
D2.5
200
2,075
lo b b y
200
200
200
3,050
2,075
200
200
3,050
75
wc
lo b b y
V
29
3,910
4,455
lif t
28
140
1,600
wc
DP3
710
27
8
A4.1
CT
CT
810
DOUBLE INSOL SOLARIS FINS
FRR DOOR
D2.2
26
C
A3.2
V
acc
wc
E
A3.3
WINDOW REFERENCE BY NUMBER, REFER
DG. - GROUND FLOOR WINDOW
D1. - FIRST FLOOR WINDOW
D2. - SECOND FLOOR WINDOW
WG.#
SHS POST
25
2
A4.3
D2.#
140 FRAMING
24
similar
DOOR REFERENCE BY NUMBER, REFER
DG. - GROUND FLOOR DOOR
D1. - FIRST FLOOR DOOR
D2. - SECOND FLOOR DOOR
J#
D2.3
SHS POST
B
OVERHEAD EAVE LINE
D1.#
E
A3.3
810
810
B
A3.1
D
A3.3
ENGINEERS REPORT.
INTUMESCENT SEALANT
EXTERNAL COLORSTEEL ON
PLY SILL
W2.2
GFA: 280 m2
3
A4.2
FRAMED WALL
DG.#
360 UB PORTAL
t e na nc y 3
SHS POST
CONC NIB UPSTAND AT
DOOR THRESHOLD
360 UB PORTAL
FFL 22,160
2
A4.3
9
A4.1
SHS POST
SKYLIGHT
OVER
360 UB PORTAL
200 UB + 250 PFC BEAM
SHS POST
FRAMED WALL
10
A4.3
360 UB PORTAL
W2.5
5
A4.3
D2.1
9,165
5,960
11,840
8,790
CONCRETE FILLED STRUCTURAL
100 SHS POST WITH
INTUMESCENT PAINT FIRE
PROTECTION TO ACHIEVE
120min FIRE RATING
LIQUID APPLIED MEMBRANE
TO BALCONY AT 2º PITCH.
8
A4.3
similar
W2.6
b a lc o ny SUNSHADE LOUVRES OVER
CONTINUOUS VERTICAL SAWCUT
AT FLASHING JUNCTION WITH
PRECAST CONCRETE PANEL
D
A3.3
DP1
380 PFC BEAM
FRR WINDOW
NOTE - EXTENT OF PANEL
REDUCED BY 90mm TO
ALLOW FRAMING TO EXTEND
140 FRAMING
45
2,690
90
45
200
950 90 1,650 90
200
200
2,430
DP4
8
A4.1
CANTILEVER POST AND GLASS
BALUSTRADE WITH SQUARE TOP
HANDRAIL AS SPECIFIED.
A
20
W2.4
175
C
4,880
11,840
20
3
200
21,400
4,455
2
A
A3.1
800
1
D U R H A M
similar
7
A4.1
800 x 600 DOUBLE GLAZED
LOW PITCHED FIXED SKYLIGHTS (x2)
ON TIMBER KERBS WITH FOLDED
COLORSTEEL APRON FLASHINGS
AND CRICKET DIVERTERS TO TOP.
B
A3.1
B U I L D I N G
S T R E E T
1
2
3
4
5
BUTYL ON TREATED PLY ON
FRAMING AT 400 CRS
A
A3.1
A
SECOND FLOOR & ROOF
PLAN
13/11/13
TH
15/03/2013
SL
1:100@A2
1:200@A4
4643
A1.2
A
1
2
3,100
21,400
3
1
2
2,160
21,400
3
2,160
CL
DP1
DP4
RJW
1no. LAYER 19mm GIB
FYRELINE OVER 45x70
TREATED TIMBER
STRAPING ON PRECAST
CONCRETE PANEL
1no. LAYER 19mm GIB FYRELINE OVER
45x70 TREATED TIMBER STRAPING ON
RJC
RJC
DP4
RJC
RJC
DP1
RJW
2420
RJC CONTINUES AROUND
COLUMNS, TYPICAL
6mm HARDIFLEX SOFFIT LINING
6mm HARDIFLEX SOFFIT LINING
HF
SUN SHADING
LOUVRES OVER
acc
wc
GIB1
DP3
1no. LAYER 13mm GIB AQUALINE TO
KITCHEN SINK WALL ONLY
2420
2420
wc
1.82 m2
RJC
RJW
4.64 m2
VOID OVER
2420
lif t
wc
lo b b y
lo b b y
GIB1
2420
RJC
EQ
HF
RJC
SKY
LIGHT
EQ
RJC
RJC
RJW
1no. LAYER 13mm
STANDARD GIB OVER
70x70 TREATED TIMBER
STRAPING ON PRECAST
CONCRETE PANEL
RAKING
GIB1
RJC
GIB1
3.94 m2
3.22 m2
RJW
DP2
RJC
acc
wc
GIB1
DP3
3.94 m2
3.22 m2
GIB1
2420
2420
wc
1.82 m2
2420
wc
lo b b y
RJC
RJW
3900
lif t
lo b b y
2420
RJC
WASH HAND BASIN WALL ONLY
478
2,400
EQ
14.35 m2
PLY1
PLYWOOD
RAKING
1no. LAYER 13mm GIB FYRELINE TO EACH
SIDE OF 60/60/60 FRR TIMBER FRAMED
FIRE WALL, AS PER GBTL 60 GIB SYSTEM
RJC
RJW
NOTE 8
RAKING
APPROX 140mm WIDE
GIB LINED BULKHEAD AT
CHANGE IN CEILINGS
2320
SKY
LIGHT
NOTE 8
GIB1
2420
2.69 m2
14.70 m2
RAKING
2700
GIB2
193.23 m2
RJC
TILE GRID
t e na nc y 3
SKY
LIGHT
FIRE RATED STRUCTURAL STEEL POSTS
LINED IN 2no. LAYERS 19mm GIB
FYRELINE WALL LINING INSTALLED TO
COMPLY WITH GIB FIRE RATED
PROTECTION OF STEEL COLUMN WITH
STEEL CLIP AND CHANNEL SYSTEM TYPICAL
222.54 m2
1no. LAYER 13mm STANDARD GIB OVER
b a lc o ny
t e na nc y 2
2no. LAYERS 19mm GIB FYRELINE ONE
SIDE OF 120/120/120 FRR TIMBER
FRAMED FIRE WALL, AS PER GBTL 120
GIB SYSTEM
2no. LAYERS 19mm GIB
FYRELINE ONE SIDE OF
120/120/120 FRR
TIMBER FRAMED FIRE
WALL, AS PER GBTL 120
GIB SYSTEM
RJC
HF
RAKING
SUN LOUVRE
OVER
RAKING
GIB MOVEMENT JOINTS
TYPICALLY ALIGN WITH
PORTAL FRAMES OVER.
1,200
RJW
DP2
1,200
PERFORATED VENEERED BLONDED
DECORTECH FIRE SAFE PLY
pr opos e d first f loor rpla
cpn
pr opos e d s e c o nd f loor pla
r c pn
SCALE: 1:100
SCALE: 1:100
1
2
3,100
21,400
3
int er nal linings
2,160
CLOSEST POINT
CL
75
RESILIENT VERTICAL CONTROL JOINT
WHERE GIB SUBSTRATE CHANGES FROM
TIMBER FRAMING TO CONCRETE
INTERNAL LININGS INTERNAL WALL LININGS SHALL
BE AS FOLLOWS:
CEILINGS INTERNAL CEILING LININGS SHALL BE AS
FOLLOWS:
1.
GENERALLY EXCEPT WHERE INDICATED
OTHERWISE – 13mm STANDARD GIB.
1.
2.
FIRE RATED INTERNAL PARTITIONS
BETWEEN STAIR LOBBY AREAS AND
TENANCIES – 13mm GIB FYRELINE EACH
SIDE.
DP1
DP4
2no. LAYERS 19mm GIB FYRELINE OVER
CUT OUT FOR RECESSED LIGHT
FITTING - REFER TO ELECTRICAL
ENGINEERS DOCUMENTATION.
3.
INTERNAL LININGS OF FIRE RATED
EXTERNAL TIMBER FRAMED WALL – 2no.
LAYERS 19mm GIB FYRELINE.
4.
TOILETS/ACCESSIBLE TOILETS
THROUGHOUT – 13mm GIB AQUALINE TO
WHB WALL, 13mm STANDARD GIB
ELSEWHERE ALL FOR SEMI GLOSS
ENAMEL PAINT FINISH.
SUN SHADING
LOUVRES OVER
5.
t e na nc y 1
2no. LAYERS 19mm GIB FYRELINE ONE
SIDE OF 120/120/120 FRR TIMBER
FRAMED FIRE WALL, AS PER GBTL 120
GIB SYSTEM
FIRE RATED STRUCTURAL STEEL POSTS
LINED IN 2no. LAYERS 19mm GIB
FYRELINE WALL LINING INSTALLED TO
COMPLY WITH GIB FIRE RATED
STEEL CLIP AND CHANNEL SYSTEM TYPICAL
194.17 m2
TILE GRID
2700
1no. LAYER 13mm STANDARD GIB OVER
HF
6mm HARDIFLEX ON TIMBER
SOFFIT FRAMING
NOTE 8
GIB EXPOSED TO VIEW SHALL BE LEVEL 4
FOR SATIN PAINT FINISH. GIB EXTENDING
ABOVE CEILING LEVEL AS PART OF FIRE
RATED PARTITION TO SECOND FLOOR
STAIR LOBBY SHALL BE LEVEL 3 FINISH.
6.
ALLOW FOR RAKING PLANTED STAIR
STRINGER CUT TO STAIR PROFILE TO
OUTSIDE OF ALL STAIR FLIGHTS.
7.
ALLOW FOR 60 x 12mm PAINTED TIMBER
SKIRTING THROUGHOUT.
8.
ALLOW FOR 3 no. RONDO PANTHER WALL
ACCESS HATCHES IN LOCATIONS TO SUIT
HYDRAULIC ENGINEER.
RJW
GIB1
DP3
THE SOUTH BOUNDARY
KITCHEN SINK WALL ONLY
2420
2420
wc
1.82 m2
GIB1
2420
wc
lo b b y
RJC
RJW
GIB1
VOID OVER
lif t
3.75 m2
RJC
VOID OVER
GIB1
2700
lo b b y
RJC
4.65 m2
6.22 m2
2700
RAKING
st or e
RAW CONC ( unde r )
TO UNDERSIDE OF STAIR 4.29 m2
SLOPING
WITH STAIR
ABOVE
RJC
acc
wc
3.22 m2
RJC
GIB1
3.94 m2
c eiling plan not es
2.
3.
4.
c eiling plan k ey
1200x600 SELECTED CEILING TILE &
GRID SYSTEM
STAIR ENCLOSURE AND LOBBIES
GENERALLY – 13mm STANDARD GIB FOR
PAINT FINISH ON RONDO SUSPENSION
SYSTEM EXCEPT TO SECOND FLOOR –
REFER BELOW.
SECOND FLOOR ENCLOSURE AND LOBBY –
SELECTED VENEERED 12mm DECORTECH
FIRESAFE PLY ON RONDO SUSPENSION
SYSTEM.
FAIRFACED CONCRETE - PAINT FINISH
13mm STANDARD GIB PLASTERBOARD
CEILING ON RONDO SUSPENSION
SYSTEM.
WHERE;
GIB1 - INDICATES LEVEL CEILING
GIB2 - INDICATES RAKING CEILING
GIB 1
GIB 2
TOILETS/ACCESSIBLE TOILETS
THROUGHOUT –13mm STANDARD GIB
SEMI-GLOSS ENAMEL PAINT FINISH.
SECOND FLOOR RAKING AND FLAT CEILING
– 13mm GIB ON RONDO SUSPENSION
SYSTEM. ALLOW FOR GIB MOVEMENT
JOINTS AS SHOWN. ALLOW FOR SHADOW
LINE BEAD AT JUNCTION OF WALLS AND
CEILING THROUGHOUT SECOND FLOOR.
5.
UNDER STAIR CUPBOARD – 13mm
STANDARD GIB ON STEEL BATTENS.
6.
TENANCY AREAS – 600 x 1200 MID
RANGE MINERAL FIBRE CEILING TILE IN
DONN TWO WAY EXPOSED SUSPENDED
GRID. ALLOW FOR SEISMIC BRACING TO
STRUCTURAL ENGINEERS
REQUIREMENTS.
7.
ALLOW FOR 6 no. RONDO PANTHER
CEILING HATCHES IN LOCATIONS TO SUIT
HYDRAULIC/MECHANICAL ENGINEERS
REQUIREMENT.
8.
19x19mm PAINTED TIMBER BEAD AT
WALL/CEILING JUNCTION THROUGHOUT
WC AND WC LOBBY AREAS TYPICAL
12mm DECORTECH FIRESAFE PLYWOOD
CEILING - BLONDED FINISH
6mm HARDIFLEX SOFFIT LINING WITH
NEGATIVE JOINTS
HF
ENGINEERS REPORT.
INTUMESCENT SEALANT
CEILING HEIGHT TO UNDERSIDE OF
FRAMING
2720
ACCESS PANEL
AP
EXTRACT GRILLE, REFER MECHANICAL
ENGINEERS DOCUMENTATION
SUPPLY GRILLE, REFER MECHANICAL
ENGINEERS DOCUMENTATION
RJC
RESILIENT SHADOWLINE JOINT IN CEILING
AT JUNCTION WITH WALLS
RJW
RESILIENT VERTICAL CONTROL JOINT
WHERE GIB SUBSTRATE CHANGES FROM
TIMBER FRAMING TO CONCRETE
ent r y
RJC
DP2
WASH HAND BASIN WALL ONLY
pr opos e d gr o und f loor pla
r cpn
A
SCALE: 1:100
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
REFLECTED CEILING
PLANS
13/11/13
TH
15/03/2013
SL
1:100@A2
1:200@A4
4643
A1.3
A
BUILDING ENVELOPE RISK MATRIX
West Elevation
North Elevation
FIXED AND OPENING ROOF
LIGHTS, AS SPECIFIED
Total Risk Score:
A
1
Total Risk Score:
COLORSTEEL CAPPING
CONTINUES IN FRONT
OF GABLE
1,560
C
14
1,125
3,650
W2.2
second floor
ION
PL
E
AN
11,375
WEST BOUNDARY
1,600
SS
CE
RE
800
W2.3
DOUBLE INSOL SOLARIS
FINS ON PROPRIETARY
ALUMINIUM BRACKETS
6600
120min FIRE RATED
WINDOWS, AS SPECIFIED
W1.4
PLASTER SYSTEM
MOVEMENT JOINTS TO BE
CONFIRMED ON SITE WITH
ARCHITECT
O/F
W2.1
1,250
W2.4
VERTICAL COLORSTEEL STANDING
SEAM CLADDING
O/F
3,650
LINE OF EXISTING BUILDING OUTLINE SHOWN DASHED
2,400
COLORSTEEL ENDURA V-RIB
ROOFING WITH MATCHING
FLASHINGS AS SPECIFIED
FAIRFACED PRECAST
CONCRETE WALL WITH CLEAR
IMPREGNATING SEALER
SYSTEM AS SPECIFIED
B
Risk Severity Risk Score
Medium risk
0
Very high risk
4
Very high risk
5
Very high risk
5
Low risk
0
Low risk
0
14
2,895
20 580 900
Risk Factor
Wind zone (per NZS 3604)
Number of storeys
Roof/wall intersection design
Eaves width
Envelope complexity
Deck design
50 1,075
2
Medium risk
0
Very high risk
4
Very high risk
5
Very high risk
5
Low risk
0
Low risk
0
PROPRIETARY
OVERFLOW
SCUPPER,
AS SPECIFIED
TYPICAL
COLORSTEEL CLAD
WINDOW SILLS
POWDERCOATED FACING
AT STRUCTURAL POST
LOCATIONS TYPICALLY
SELECTED PLASTER
FINISH
3,300
3
Risk Factor
Number of storeys
Eaves width
Envelope complexity
Deck design
W1.1
W1.2
W1.3
first floor
to
d u r h a m st
3,300
CLEAR ANTI-GRAFFITI
SYSTEM UP TO 2.4m, AS
SPECIFIED
W0.1
D0.1
NORTH BOUNDARY
SOUTH BOUNDARY
3300
57°
D0.2
ground floor
0
ea st e le v a tion
SCALE: 1:100
SCALE: 1:100
300 1,100
West Elevation
B
SCALE: 1:100
Risk Factor
Number of storeys
Eaves width
Envelope complexity
Deck design
A
VERTICAL COLORSTEEL STANDING
SEAM CLADDING
ACID WASHED PRECAST
WALLS AND COLUMN
elev at ions k ey
0.55 COLORSTEEL ENDURA V-RIB
ROOFING WITH MATCHING FLASHINGS
AS SPECIFIED
South Elevation
Medium risk
0
Very high risk
4
Very high risk
5
Very high risk
5
Low risk
0
Very high risk
6
Total Risk Score:
COLORSTEEL
PARAPET CAPPING
DP1
nor th e le v a tion
ba lus t r a de e le v a tion
C
DP2
SPANDREL PANELS TO BE SELECTED
COLOUR TEMPACLAD TO OUTER PANE
ZINC SPRAYED 100 PFC
BOUNDARY RAILS, AS
DETAILS AND SPECIFIED
Risk Factor
Number of storeys
Eaves width
Envelope complexity
Deck design
1
20
Medium risk
0
Very high risk
4
Very high risk
5
Very high risk
5
Low risk
0
Low risk
0
Total Risk Score:
14
FAIRFACED PRECAST CONCRETE WALL
WITH CLEAR IMPREGNATING SEALER
SYSTEM AS SPECIFIED
FIXED AND OPENING ROOF
LIGHTS, AS SPECIFIED
2
SELECTED PLASTER FINISH OVER FIBRE
CEMENT BACKING SHEETS ON 20mm
CAVITY OVER 90x45 TIMBER FRAMING.
3
ETERPAN TWO WAY FIRE WALL SYSTEM
WITH 120/120/120 FIRE RATING, BUILT
UP WITH 9mm ETERPAN , 20mm CAVITY,
OVER 9mm ETERPAN RAB, 2no. LAYERS
60mm ETERCORE INSULATION AND 2no.
19mm GIB FYRELINE PLASTERBOARD
LIFT OVER-RUN
COLORSTEEL ENDURA V-RIB
ROOFING WITH MATCHING
FLASHINGS AS SPECIFIED
O/F
W2.5
PROPRIETARY
OVERFLOW SCUPPER,
AS SPECIFIED
TYPICAL
O/F
SUNSHADE LOUVRES
HOSE TAP, REFER HYDRAULIC ENGINEER
DOCUMENTATION
HT
LINE OF EXISTING BUILDING OUTLINE SHOWN DASHED
EWL
EXTERNAL WEATHER LOUVRE, REFER
MECHANICAL ENGINEER DOCUMENTATION
LOCATION TO BE CONFIRMED ON SITE WITH
ARCHITECT
D#.#
W#.#
DOOR/WINDOW REFERENCE BY FLOOR
LEVEL AND NUMBER, REFER DOOR AND
WINDOW SCHEDULE
W2.6
D2.1
METAL & GLASS BALUSTRADE
second floor
second floor
6,600
EWL
SUNSHADE LOUVRES
W1.5
W1.6
POWDERCOATED FACING
AT STRUCTURAL POST
LOCATIONS TYPICALLY
W1.7
first floor
3300
NORTH BOUNDARY
EWL
SUNSHADE LOUVRES
W0.2
W0.3
SOUTH BOUNDARY
PRECAST
CONCRETE WALLS
D0.3
CLEAR ANTI-GRAFFITI
SPECIFIED
HT
ground floor
0
FIXED SASH WINDOW WITH HEAD
FLASHING & SILL
FAIRFACED PRECAST
CONCRETE WALL WITH CLEAR
IMPREGNATING SEALER
SYSTEM AS SPECIFIED
WEST BOUNDARY
RE
CE
SS
ION
PL
AN
E
6600
CLEAR ANTI-GRAFFITI SYSTEM UP TO
2.4m, AS SPECIFIED
OPENING SASH WINDOW WITH HEAD
FLASHING & SILL
AREA OF '3M DUSTED CRYSTAL' OR
APPROVED COLOURED FILM
first floor
3,300
SELECTED 'TEMPACLAD' COLOURED
GLASS TO OUTER PANE
57°
to
d u r h a m st
CLEAR ANTI-GRAFFITI
SPECIFIED
ground floor
0
w e s t e le v a tion
s o ut h e le v a tion
SCALE: 1:100
SCALE: 1:100
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
ELEVATIONS
13/11/13
TH
15/03/2013
SL
1:100@A2
1:200@A4
4643
A2.1
A
B
3,050
A
STANDARD VALLEY GUTTER TO SMALL
PITCHED ROOFING BEHIND LIFT SHAFT
BUTYNOL ROOFING @ 2º MIN PITCH ON
17mm STRUCTURAL GRADE PLYWOOD
ON 140x45mm MSG8 ROOF FRAMING
@ 400mm CRS MAX BOTH WAYS. DRESS
UP SIDES MIN 150mm TO FLASHING INTO
SEALANT FILLED CONCRETE CHASE.
B
3,050
DOUBLE GLAZED LOW PITCHED
SKYLIGHTS ON TIMBER KERBS
WITH FOLDED COLORSTEEL
APRON FLASHINGS
similar
C
8,790
METAL ROOFING ON 90x45 TIMBER
STRAPPING ON 300/15 DHS PURLINS
ON CLEATS TO 360 UB PORTAL FRAMES
7
A4.1
850
MIN
150
ROOF PITCH
15º
7
A4.1
1,125 APEX
A
lif t ov er -r un
BUYTL LINED INTERNAL GUTTER SET
TO FALLS, REFER TO ROOF PLAN AND
DETAILS.
t e na nc y 3
t e na nc y 3
lo b b y
CANTILEVERED GLASS BALUSTRADE
TO STAIRS WITH SS DISC FIXINGS AND
HANDRAILS ON STAND OFF BRACKETS
100mm THICK CONCRETE
TOPPING SLAB ON 200mm
THICK HOLLOWCORE
22,160 FFL
38
second floor
6,600
second floor
6,600
37
600
THICK HOLLOWCORE. REFER
TO STRUCTURAL ENG. DOCS.
GIB SHEET CEILING ON SUSPENDED
RAILS, RAKING WITH ROOF PITCH.
2,800 - PORTAL SPRING POINT
FIRE RATED PLYWOOD CEILING LINING
TO TOP OF STAIR WELL, REFER TO
REFLECTED CEILING PLAN.
2,400 - CEILING SPRING POINT
3,650
3,650
GIB SHEET CEILING ON SUSP.
RAIL SYSTEM, RAKING WITH
ROOF PITCH.
3,650
4,500
FIRE RATED WALL CONTINUES UP
TO UNDERSIDE OF ROOFING. REFER
TO FIRE REPORT.
3,650 - TOP OF PARAPET
850
LIFTING BEAM ZONE
36
35
1,563
34
33
32
31
t e na nc y 2
lo b b y
THICK HOLLOWCORE
19
first floor
3,300
GIB WALL LININGS OVER
45mm THICK STRAPPING
WITH 40mm EPS INSULATION
TO 200mm THICK PRECAST
CONCRETE WALL PANELS.
NORTH BOUNDARY
t e na nc y 2
18,860 FFL
first floor
3,300
15,560 FFL
ground floor
0
18
600
lif t shaf t
2,700 CEILING
SOUTH BOUNDARY
29
SOUTH BOUNDARY
3,300
30
17
16
15
14
200
13
2,650
400
12
11
t e na nc y 1
st or e
( unde r
st air s)
lo b b y
FR SEALANT TO UNDERSIDE
STAIR / GIB JUNCTION,
REFER TO FIRE REPORT
ground floor
0
2,700 CEILING
3,300
9
600mm THICK CONCRETE FLOOR
SLAB. REFER TO STRUCTURAL
t e na nc y 1
lif t pit
25
1,100
60 Min FRR WALL TO STAIRS.
LINE WITH 13mm GIB FYRELINE
TO BOTH SIDES. REFER TO FIRE
REPORT.
10
S e c t io n B
S e c t io n A
SCALE: 1:50
SCALE: 1:50
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
SECTIONS A & B
13/11/13
TH
15/03/2013
SF
1:50 @A2
1:100@A4
4643
A3.1
A
2
1
3
21,400
ON 140x45mm MSG8 ROOF FRAMING
@ 400mm CRS MAX BOTH WAYS.
DRESSED DOWN OVER 50x50 ALUM.
ANGLE TO FORM DRIP EDGE TO GUTTER.
COLORSTEEL BARGE / RIDGE FLASHINGS
COLOURED TO MATCH ROOFING
BUTYL ROOFING @ 2º MIN PITCH ON
ON 100x45 MSG8 ROOF FRAMING
4
A4.2
7
A4.1
0.55 COLORSTEEL APRON FLASHING
UP MIN 110mm INTO SEALANT FILLED
CHASE IN CONC, 2 CRESTS MIN COVER
OVER PROFILED ROOFING.
DOUBLE GLAZED LOW PITCHED
SKYLIGHTS ON TIMBER KERBS
WITH FOLDED COLORSTEEL
APRON FLASHINGS
0.55 COLORSTEEL APRON FLASHING
LAPS UP UNDER 0.55 COLORSTEEL
FOLDED PARAPET CAPPING.
ROOF PITCH 15º
LIFTING BEAM ZONE
5
A4.2
1,220
2
A4.2
199
SUNSHADE LOUVRES OVER REAR
WINDOWS. INSOL ZENITH MODULAR
similar
850
COLORSTEEL PARAPET CAP FLASHING
COLOURED TO MATCH WALL CLADDING
PACKING ON 300/15 DHS PURLINS
2,160
9mm FIBRE CEMENT WALL CLADDING
OVER 20mm MIN CAVITY OVER 120min
FRR WALL STRUCTURE. REFER TO
ELEVATION SHEET A2.1 FOR SETOUT
OF EXPRESSED JOINTS.
STAIR 1:- Accessible stair
3/6
A4.2
Construction: Precast Concrete stair
22,160 FFL
1,855
FIREPRO BJ201 (OSA) FLEXIBLE
FIRE RESISTANT BARRIER TO WALL
FRAMING BETWEEN FLOORS TO
MAINTAIN 120min FRR.
THICK HOLLOWCORE
50
lo b b y
COLORSTEEL CLAD WINDOW SILLS
OVER PLYWOOD SUBSTRATE.
9
A4.2
575
3,650
VARIES - RAKING
2,320
TEA SINK
wc
lo b b y
2x19mm GIB FYRELINE
WALL LININGS OVER 140mm
TIMBER FRAMING TO ACHIEVE
120 Min FRR.
b a lc o ny
FALL
wc
8
A4.2
Max 180
Min 310
Min 285
Max 25
Max rise 2500
900
PROPRIETARY ALUMINIUM POST &
HANDRAIL BALUSTRADE WITH
GLAZING BETWEEN.
t e na nc y 3
Risers: 173.68
Treads: 310
Going: 285
Nosing: 25
Total Rise: 3300
1,100
1,100
2,420
3,451
LIQUID APPLIED MEMBRANE OVER CONC
TO FALLS ON BALCONY. MINIMUM 150mm
UPSTAND TO WALLS.
2,420
100
2x19mm GIB FYRELINE
LININGS AROUND TOP
STEEL MEMBERS CONT.
UP TO UNDERSIDE OF
BUYTL ROOF FRAMING
38
second floor
6,600
36
35
34
30
26
25
24
900
22
THICK HOLLOWCORE
21
20
16
15
14
13
16mm GIB FYRELINE
TO RAKING CEILING
3,300
9
wc
lo b b y
EXPOSED AGGREGATE PAVING
REFER TO SITEWORKS PLAN
7
INTUMESCENT PAINT
FOR 60Min FRR TO
STEEL POST AND BEAM
BELOW STAIR LANDING.
15 65
6
5
4
3
MIN
150
ent r y
8
lo b b y
13mm GIB FYRELINE TO
INSIDE FACE OF STORE
150
400
900
TEA SINK
10
2,700
wc
8
A4.2
50mm SOFFIT BOARD
XPS INSULATION TO
UNDERSIDE OF FLOOR
SLAB AS SPECIFIED.
3
A4.1
11
2,700
2,300
SITE BOUNDARY - WEST
12
t e na nc y 1
410
similar
900
600
17
140
first floor
3,300
2,100 HEADROOM
19
18
13mm GIB WALL LININGS OVER
70mm THICK STRAPPING
TO 300mm THICK PRECAST
CONCRETE SHEARWALL, TO
ALIGN WITH FIRE RATED WALL.
9
A4.2
50
23
SUNSHADE LOUVRES
OVER REAR WINDOWS.
INSOL ZENITH MODULAR
13mm GIB FYRELINE WALL LININGS
EACH SIDE TO MAINTAIN 60min FRR.
700 Max
575
lo b b y
600
3,300
lif t shaf t
STEEL STRUCTURE WITHIN WALL
FRAMING TO SUPPORT STAIRS.
REFER TO STRUCTURAL DRAWINGS.
27
600
RE
CE
SS
IO
wc
lo b b y
8
A4.2
2,700
wc
TEA SINK
2,700
NP
LA
NE
t e na nc y 2
29
28
18,860 FFL
2
1
4
A4.1
15,560 FFL
ground floor
0
1,100
15,610
DOUBLE INSOL SOLARIS 300
VERTICAL LOUVRE BLADES ON
PROPRIETARY ALUMINIUM
CLASP BRACKETS. POWDER
COATED FINISH.
900
31
2,700
300mm THICK INSITU CONCRETE
SHEARWALL. REFER TO STRUCTURAL
32
50mm SOFFIT BOARD XPS
INSULATION TO UNDERSIDE
OF FLOOR SYSTEM BELOW
EXTERIOR BALCONY AS
SPECIFIED.
1,855
33
2,700
8
A4.1
57°
820
600
600
600
250
37
lif t pit
S e c t io n C
SCALE: 1:50
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
SECTION C
13/11/13
TH
15/03/2013
SL
1:50@A2
1:200@A4
4643
A3.2
A
2
1
STRAPPING ON 300/15 DHS PURLINS
4
A4.2
ON 100x45 MSG8 ROOF FRAMING
ROOF PITCH 15º
2
A4.2
170
900
1,855
50
575
820
1,855
50
18,860 FFL
first floor
3,300
1,200
750
first floor
3,300
SELECTED PLASTER FINISH OVER FIBRE
CEMENT BACKING SHEETS ON 20mm
CAVITY OVER 90x45 TIMBER FRAMING.
FIREPRO BJ201 (OSA) FLEXIBLE
FIRE RESISTANT BARRIER TO WALL
FRAMING BETWEEN FLOORS TO
MAINTAIN 120min FRR.
575
800
800
2,480
1,600
8
A4.2
THICK HOLLOWCORE
similar
15,560 FFL
SCALE: 1:50
1,650
t e na nc y 1
2
A4.1
ground floor
0
6mm HARDIFLEX ON TIMBER
SOFFIT FRAMING
900
1,300
DOUBLE GLAZED ALUMINIUM
WINDOW JOINERY, REFER TO
DETAILS. OPAQUE GLAZING
TO LOWER PANES.
t e na nc y 1
8
A4.2
1
A4.1
2,700
125 PFC OR 100x50 RHS
SUPPORT STEELWORK ABOVE
AND BELOW WINDOWS, REFER
TO STRUCTURAL ENG. DOCS.
S e c t io n D
9
A4.2
second floor
6,600
t e na nc y 2
800
MIN
152
15,610
22,160 FFL
1,600
1,300
NE
t e na nc y 2
EXPOSED AGGREGATE PAVING
REFER TO SITEWORKS PLAN
6
A4.3
COLORSTEEL CLAD WINDOW SILLS
OVER 20mm PLYWOOD SUBSTRATE
ON 90x45 TIMBER FRAMING.
750mm DEEP x 400 WIDE INSITU
CONCRETE BEAM. REFER STRUCT.
2x19mm GIB FYRELINE WALL LININGS
OVER 140mm TIMBER FRAMING TO
ACHIEVE 120 Min FRR.
NP
LA
WEST BOUNDARY
2,300
5
A4.3
second floor
6,600
900
50
250
22,160 FFL
4
A4.3
1/2
A4.3
THICK HOLLOWCORE
3/6
A4.2
18,860 FFL
57°
t e na nc y 3
2,480
FALL
t e na nc y 3
600
b a lc o ny
175
800
1,100
5
A4.3
RE
CE
SS
IO
8
A4.2
800
1,450
METAL FLASHING INTO CHASE IN
PRECAST WALL TO TERMINATE
WATERPROOFING MEMBRANE
MIN 150mm ABOVE BALCONY.
SUNSHADE LOUVRES
OVER REAR WINDOWS.
INSOL ZENITH MODULAR
4
A4.3
LIQUID APPLIED MEMBRANE OVER CONC
TO FALLS ON BALCONY. MINIMUM 150mm
UPSTAND TO WALLS.
DOUBLE GLAZED ALUMINIUM WINDOW
JOINERY, REFER TO DETAILS.
7
A4.2
1,220
CUSTOM DESIGNED
TIMBER ROOF TRUSS
TO GABLE END. 45mm
STRAPPING TO INSIDE
FACE AS SHOWN.
similar
OVER 20mm MIN CAVITY OVER 9mm
FIBRE CEMENT RAB BOARD ON 140mm
WALL STRUCTURE. REFER TO
ELEVATION SHEET A2.1 FOR
SETOUT OF EXPRESSED JOINTS.
4
A4.2
COLOURED TO MATCH WALL CLADDING
OVER 20mm MIN CAVITY OVER 9mm
FIBRE CEMENT RAB BOARD ON 140mm
WALL STRUCTURE. REFER TO
ELEVATION SHEET A2.1 FOR SETOUT
OF EXPRESSED JOINTS.
9
A4.1
5
A4.2
TO SELECTED COLOUR REFER SCHEDULE.
PROPRIETARY ALUMINIUM POST &
HANDRAIL BALUSTRADE WITH
GLAZING BETWEEN.
3
15,560 FFL
ground floor
0
S e c t io n E
SCALE: 1:50
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
SECTIONS D & E
13/11/13
TH
15/03/2013
SF
1:50@A2
1:200@A4
4643
A3.3
A
200
15
25mm THICK TIMBER
REVEALS GROOVED FOR
LININGS
VANTAGE ALUM. REVEAL
ADAPTER TO WINDOW SUITE.
PC TO MATCH FRAMES.
25
1
75
100
100mm APL VANTAGE FLUSH
GLAZED ALUMINIUM WINDOW
MULLION TO MAGNUM 50 HINGED
DOOR FRAME. ALL WITH DOUBLE
GLAZING.
DRIP EDGE CAST 15mm WIDE
10mm DEEP REBATE INTO
HEAD ONLY (NOT REQUIRED
FOR JAMBS)
10
13mm STD GIB BOARD WALL
LININGS OVER STRAPPING
OVER DPC TO CONC WALLS
ROOF PITCH
15°
40
w indow detail: head / jamb to insitu c onc
5
A3.3 Sc a le : 1: 5
PARAPET SLOPE
10°
Min
50
R5.0 FIBREGLASS BATTS INSULATION
FITTED NEATLY BETWEEN DHS PURLINS
ON FOIL ON 50mm GALV WIRE MESH
SCREW FIXED TO UNDERSIDE OF DHS
PURLINS. ALLOW EXTRA FOR DAN BAND
STRAPPING AT MID SPAN OF EACH WIRE
MESH SHEET.
MULLION TO MAGNUM 50 HINGED
DOOR FRAME. ALL WITH DOUBLE
GLAZING.
SUITE WITH DOUBLE GLAZING.
POWDER COATED FINISH.
70
1.5mm BUTYL ROOFING OVER MIN 17mm CD
STRUCTURAL GRADE PLYWOOD SUBSTRATE
TO MIN 1:100 GUTTER FALLS WITH 20mm
TREATED TRIANGULAR TIMBER FILLETS TO
ALL 90º UPSTANDS AS REQUIRED. SUPPORT
FRAMING TO BE @400mm CRS MAX IN BOTH
DIRECTIONS. DRESS UP 150mm MIN UNDER
METAL FLASHING INTO SEALANT FILLED
CONCRETE CHASE.
HIGH POINT
~240
200
C
0.55 BMT COLOURSTEEL V-RIB PROFILE
ROOFING OVER ROOFING UNDERLAY. FIX
THRU RIB CREST ONLY WITH 14G x 55mm
SCREWS INTO MIN 70x45mm TIMBER
BATTENS OVER 300 DHS STEEL PURLINS
Min
150
40mm FOAMULAR EPS WALL
INSULATION NEATLY FITTED
BETWEEN 70x45mm MSG8
THICK TIMBER STRAPPING.
2
400mm THICK INSITU CONC
BEAM OR WALL. REFER TO
STRUCT ENG. DRAWINGS.
50
Min
2
w indow detail: mullion to door jamb
A1.1 Sc a le : 1: 5
LOW POINT
SUMP
360 UB PORTAL FRAME. REFER TO
STRUCTURAL ENG. DOCUMENTATION.
UB P
ORTA
L
SILL OVER SILL TRAY WITH
DOUBLE GLAZING. POWDER
COATED FINISH.
100
150
REFER TO STRUCTUAL ENG.
DRAWINGS FOR SLAB AND
FOUNDATION DETAILS
360
VEHICLE GRADE ASPHALT TO
FORECOURT AREA TO EDGES
AS SHOWN ON CIVIL ENG.
DRAWINGS.
75
13mm STANDARD GIB BOARD CEILINGS
ON RONDO STEEL SUSPENSION SYSTEM
FIXED TO DHS PURLINS ABOVE, RAKING
WITH THE SLOPE OF THE PORTAL FRAMES.
AP40
200
2800 AFL
380 PFC
2400 AFL
GIB GOLDLINE PLATINUM TRIM TO CREATE
NEGATIVE DETAIL AT WALL JUNCTIONS.
w indo w detail: sill at slab edge
200
200
DRIP EDGE CAST 15mm WIDE
10mm DEEP REBATE INTO
HEAD ONLY (NOT REQUIRED
FOR JAMBS)
10
13mm STD GIB BOARD WALL
LININGS OVER STRAPPING
OVER DPC TO CONC WALLS
15
25mm THICK TIMBER
REVEALS GROOVED FOR
LININGS
75
100
70
1
LIQUID APPLIED BALCONY
MEMBRANE OVER CONCRETE
SET TO 2º FALL TO EXTERIOR.
125
100
200mm THICK HOLLOWCORE
STRUCTURAL FLOOR SYSTEM
40
DRIP EDGE TO
UNDERSIDE OF CONC BEAM
150
15
50
20
SITE CONCRETE OVER
FOUNDATIONS TO REQUIRED
LEVELS.
50
50
MIN GAP
12mm
20mm
MAX
HEAVY DUTY ANODISED ALUM
RIBBED DOOR THRESHOLD,
RAVEN RP19 OSA.
50
25
100mm THICK EXPOSED
AGGREGATE CONCRETE
PAVING STRIP TO FRONT OF
GROUND FLOOR WINDOWS
300
SELECTED DRAINAGE CHANNEL
AT DOOR THRESHOLD MIN
150mm DEEP.
APL VANTAGE MAGNUM 50
HINGED DOOR WITH DOUBLE
GLAZING. POWDER COAT
FINISH
300mm THICK PRECAST
CONCRETE SHEAR WALL.
REFER TO STRUCTURAL
ENG. DOCUMENTATION.
AP65
15
CLADDING ADHESIVE FIXED OVER
FOLDED GALV BACK FLASHING
INTO SEALANT FILLED CHASE ON
XPRESSCLAD ZED RAIL (XZR)
2x19mm GIB FYRELINE WALL
LINING OVER TIMBER FRAMING
AS PART OF FIRE RATED WALL
9.0mm FIBRE CEMENT WALL CLADDING
WITH EXPRESSED JOINTS ON XPRESSCLAD
CAVITY BATTEN SYSTEM OVER 9.0mm
ETERPAN FIBRE CEMENT SHEETS AS RAB
ON 140x45 MSG8 TIMBER FRAMING.
275
4
SELECTED ALUMINIUM POST & RAIL
BALUSTRADE WITH GLASS PANELS.
200
100
SELECTED ALUMINIUM POST & RAIL
BALUSTRADE WITH GLASS PANELS.
door detail: door head
REFER TO STRUCTUAL ENG.
DRAWINGS FOR SLAB AND
FOUNDATION DETAILS
detail: inter nal gutter - typical
1
A3.2 Sc a le : 1: 5
SELECTED ENTRANCE MAT ON
FLC AS REQUIRED WITH SCREW
FIXED 12x3mm ALUMINIUM
ANGLE TRIM; ANODISED FINISH
7
A3.1 Sc a le : 1: 10
40
FINISH
3
w indow detail: sout h entr y door jamb to pr ecast
A1.1 Sc a le : 1: 5
SUITE WITH DOOR ADAPTER
FRAME TO MAGNUM 50.
VANTAGE ALUM. REVEAL
ADAPTER TO WINDOW SUITE.
PC TO MATCH FRAMES.
25
6
SHEET INSULATION
GAP 5
100mm Ø PVC DOWNPIPE OFFSET
TO PASS THROUGH CENTRE OF
380 PFC BEAMS BELOW. CLAMP
RING ROOF DRAIN WITH FLAT GRATE
FITTED TO ROOF SUMP ABOVE.
400mm THICK INSITU CONC
BEAM OR WALL. REFER TO
STRUCT ENG. DRAWINGS.
125
2
A3.3 Sc a le : 1: 5
door detail: entr y t hr eshold / door sill
8
A3.2 Sc a le : 1: 5
9
A3.2 sc ale: 1: 5
A3.3 sc ale: 1: 5
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
DETAILS
13/11/13
TH
15/03/2013
SF
1:5 @A2
1:10@A4
4643
A4.1
A
200mm THICK PRECAST
CONC WALL PANELS
3
140
35
90
195
BUTYL ROOFING MEMBRANE VERTICALLY UP
SIDES ON 9mm TREATED PLYWOOD SUBSTRATE
OR PRECAST CONCRETE PANELS WITH 20mm
TREATED TRIANGULAR TIMBER FILLETS TO ALL
90º UPSTANDS AS REQUIRED.
OUTLINE OF SADDLE FLASHING OVER
SHOWN DASHED BELOW PARAPET
CAP FLASHING.
VENTED VERMIN TRAY MIN 20mm
FROM BOT. EDGE OF F.C. SHEET.
0.55 BMT FOLDED COLORSTEEL FLASHING
OVER 9mm PLYWOOD SUBSTRATE TO MIN
5º SLOPE. UNDERLAY TO PROVIDE
SEPARATION OF FLASHING & TIMBER.
MIN SLOPE
5°
VERTICAL COLORSTEEL 'EUROLINE' STANDING
SEAM ON SELECTED BUILDING WRAP ON MIN
15mm PLYWOOD SUBSTRATE OVER 20mm
CAVITY BATTENS ON BUILDING WRAP. REFER
TO MANUFACTURERS DOCUMENTATION.
detail: par apet wall / pr ecast junct ion
A1.2 sc ale: 1: 5
50
RESILIENT SHADOWLINE NEGATIVE
AT CEILING TO WALL JUNCTIONS.
1
VERTICAL COLORSTEEL 'EUROLINE' STANDING
SEAM ON SELECTED BUILDING WRAP ON MIN
15mm PLYWOOD SUBSTRATE OVER 20mm
CAVITY BATTENS ON BUILDING WRAP. REFER
TO MANUFACTURERS DOCUMENTATION.
90
35
75
MIN MIN COVER
GAP
110 MIN TOTAL
40
120
CLADDING ADHESIVE FIXED OVER
FOLDED GALV BACK FLASHING
INTO SEALANT FILLED CHASE ON
XPRESSCLAD ZED RAIL (XZR)
0.55 BMT V-RIB PROFILE COLORSTEEL
METAL ROOFING OVER SELF-SUPPORTING
ROOFING UNDERLAY. SCREW FIXED THRU
RIB CRESTS ONLY; ALLOW FOR THERMAL
MOVEMENT FIXING AS REQUIRED.
80
2 CRESTS MIN LAP
100 MIN
GAP 5
70 MIN
OVER ROOFING WITH MIN 2 CRESTS COVER,
TURNED DOWN OVER STAND SEAM CLADDING
AS SHOWN
detail: bar ge / st anding seam
4
25
DASHED LINES INDICATE LINE OF
360UB PORTAL FRAME
SELECTED PLASTER FINISH OVER 9mm
JH MONOTEK FIBRE CEMENT SHEET WALL
CLADDING SYSTEM ON 20mm NOM WALL
CAVITY BATTENS OVER WALL UNDERLAY.
ALL AS OUTLINED WITHIN SPECIFICATION.
A3.3 sc ale: 1: 5
13mm STD GIB WALL LINING OVER
140x45mm MSG8 TIMBER FRAMING
0.55 BMT FOLDED COLORSTEEL
CAPPING TO MIN 5º SLOPE. FIXING
THRU SIDES ONLY. UNDERLAY TO
PROVIDE SEPARATION OF CAPPING
AND TIMBER.
MIN SLOPE
5°
70 MIN
70 MIN
7
VENTED VERMIN TRAY MIN 20mm FROM
BOTTOM OF CLADDING, FLASHING TAPE
OVER TOP TO BUILDING WRAP.
140
140mm TIMBER FRAMING
HIGH POINT
COLORSTEEL FOLDED OVER FLASHING LAPS
DOWN OVER BUTYL ROOFING MEMBRANE
BELOW.
CLIP-ONFOOT TRAY TO BOTTOM EDGE
OF FIBRE CEMENT SHEET.
detail: st anding seam / butyl r oof ing
5
COLORSTEEL BACK FLASHING
DOWN OVER HEAD FLASHING
8
DOUBLE INSOL SOLARIS 300 VERTICAL
LOUVRE BLADES. SELECTED POWDER
COAT FINISH. SUPPLIED AND INSTALLED
BY INSOL NZ (0800 34 6000).
7.5
WANZ SUPPORT BAR TO DOOR
FRAME, OSA.
SELECTED ADHESIVE FIXED
TIMBER SKIRTING TRIM
WALL WRAP DRESSED INTO AND
AROUND OPENING, APPLY FLEXIBLE
FLASHING TAPE 100mm AT CORNERS
AND TURN OUT 50mm MIN.
INSOL PROPRIETARY CLASP BRACKET
LOUVRE FIXING SYSTEM TO UNDERSIDE
OF 75 x 50 UA.
25mm THICK TIMBER REVEALS
GROOVED FOR LININGS
SILL FLASHING STOPENDED AT SIDES
AND RETURNS AROUND CORNER AT FRONT
EDGE INTO CAVITY.
19mm GIB FYRELINE WALL LINING
ON 19mm TIMBER PACKER ON DPC
OVER CONC NIB UPSTAND TO LINE
WITH 2x19mm FIRE RATED WALL.
SLOPE
OVER 9mm PLYWOOD SUBSTRATE TO 10º
SLOPE. UNDERLAY TO PROVIDE SEPARATION
OF FLASHING & TIMBER. FRONT EDGE
CONTINUES PAST 50mm AT SIDES.
10°
100x50 RHS LINTEL VARIATION
DETAIL. REFER TO STRUCT.
50
Min 35
GAP
COVED CORNER OVER BOND
BREAKER
FINISH
100 MIN
UPSTAND
50
2 LAYERS OF 60mm ETERCORE
INSULATION WITHIN WALL FRAMING
A3.3 sc ale: 1: 5
WATER VAPOUR AIR SEAL
ON PEF RODS TO PERIMETER
Min 150mm UPSTAND
2x19mm GIB FYRELINE WALL LINING
OVER 140x45 TIMBER FRAMING
TO ACHIEVE 120Min FRR WALL
RATING, REFER TO SPECIFICATION.
POWDERCOATED CHANNEL TO FIX TOP
OF LOUVRES INTO, FIXED THRU SOFFIT
INTO SOLID BLOCKING ABOVE.
COLORSTEEL WINDOW HEAD
FLASHING
40mm COMMERCIAL VANTAGE
ALUMINIUM WINDOW SUITE WITH
DOUBLE GLAZING.
A3.3 sc ale: 1: 5
CAVITY BATTEN SYSTEM OVER 9mm ETERPAN
FIBRE CEMENT SHEETS ON BUILDING
WRAP ON 140x45 MSG8 TIMBER FRAMING
WITH 2 x 60mm ETERCORE INSULATION WITH
16mm FYRELINE LININGS TO INSIDE FACE.
VENTED VERMIN TRAY MIN 20mm
FROM BOT. EDGE OF F.C. SHEET.
20
MIN
100
6.0mm FIBRE CEMENT SOFFIT
FOR PAINT FINISH
WATER VAPOUR AIR SEAL
ON PEF RODS TO PERIMETER
9.0mm FIBRE CEMENT CLADDING DOWN
BACK FACE OF PARAPET, JUNCTION WITH
16mm GIB FYRELINE WITH FIRE RATED
SEALANT.
detail: west par apet / butyl r oof ing
LAP FLASHING TAPE DOWN OVER
CAVITY CLOSER
WALL WRAP DRESSED INTO AND
AROUND OPENING, APPLY FLEXIBLE
FLASHING TAPE 100mm AT CORNERS
AND TURN OUT 50mm MIN.
25mm THICK TIMBER REVEALS
GROOVED FOR LININGS
A3.2 sc ale: 1: 5
Min 150mm UPSTAND
MIN 150
1.5mm BUTYL ROOFING OVER MIN 17mm CD
STRUCTURAL GRADE PLYWOOD SUBSTRATE
TO MIN 2º FALL WITH 20mm TREATED
TRIANGULAR TIMBER FILLETS TO ALL 90º
UPSTANDS AS REQUIRED. SUPPORT
FRAMING TO BE @400mm CRS MAX IN BOTH
DIRECTIONS.
100x50 RHS LINTEL VARIATION
DETAIL. REFER TO STRUCT.
7.5
LOW POINT
LIQUID APPLIED TRAFFICABLE
WATERPROOFING MEMBRANE
OVER CONCRETE SET TO 2º FALL
TO EXTERIOR BALCONY.
90
150 PFC STEEL LOCATION WITH
TIMBER PACKING TO SUIT. REFER
TO STRUCT DOCUMENTATION.
50 MIN
XPRESSCLAD VENTED ZED RAIL FOR
FIXING BOTTOM OF F.C. CLADDING
320
50
ALLPROOF 200x75 ROOF SCUPPER
AS OVERFLOW THRU WALL CLADDING.
2
A3.3 sc ale: 1: 5
SELECTED ADHESIVE FIXED
TIMBER SKIRTING TRIM
150 PFC STEEL LOCATION WITH
TIMBER PACKING TO SUIT. REFER
TO STRUCT DOCUMENTATION.
25
140x45mm MSG8 TIMBER FRAMING
3
detail: c onc nib up st and / wall
6
A3.2 sc ale: 1: 5
detail: c onc nib upst and / door sill
A3.3 sc ale: 1: 5
140mm THICK WALL BATTS INSULATION.
20
20
100
320
DASHED LINES INDICATE 100 SHS POSTS
WITHIN WALL FRAMING BEYOND.
9
90
20
SELECTED PLASTER FINISH OVER 9mm
JH MONOTEK FIBRE CEMENT SHEET WALL
CLADDING SYSTEM ON 20mm NOM WALL
CAVITY BATTENS OVER WALL UNDERLAY.
ALL AS OUTLINED WITHIN SPECIFICATION.
A3.3 sc ale: 1: 5
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
DETAILS
13/11/13
TH
15/03/2013
SF
1:5 @A2
1:10@A4
4643
A4.2
A
1
CONTINUOUS BEAD OF FIRE
RATED ADHESIVE SEALANT
APPROVED AIRSEAL OVER PEF
BACKING ROD
7.5
9mm ETERPAN PANEL. EDGE TO
BE SEALED BEFORE WINDOW
INSTALLED
XPRESSCLAD ZED RAIL
A1.1
50
15
SCALE: 1:5
4
A1.1
1
SELECTED 120 FIRE RATED
STEEL GLAZING SYSTEM
25mm GROOVED FOR LININGS
REVEALS
FIRE RATED MASIC
FLEXIBLE FLASHING TAPE
VANTAGE 40mm SERIES
ALUMINIUM FRAME WITH
OPENING SASHES
w indow detail: jamb to insitu c onc
FIRE RATED MINERAL WOOL
BACKING ROD
15x15 FOAM TAPE BY WINDOW
INSTALLER
FLASHING TAPE 100mm
UPSTAND ON JAMB
1
0.7mm POWDER COATED
ALUMINIUM HEAD FLASHING
WITH 15deg FALL AND 10mm
MIN. COVER TO WINDOW
JOINERY
REVEALS
VANTAGE 40mm SERIES
OPENING SASHES
125 PFC BEAM WITH
INTUMESCENT PAINT REFER
STRUCTURAL & FIRE ENGINEER
DOCUMENTATION
CONTINUOUS UNBROKEN LINE OF
SEALANT BEHIND FLASHING &
20mm STOP END
REVEALS
w indow detail: head to eter pan c ladding
25
SCALE: 1:5
300
REVEALS
VANTAGE 40mm SERIES
ALUMINIUM FRAME
VANTAGE 40mm SERIES
OPENING SASHES
SUPPORT BLOCK BY
WINDOW SUPPLIER
FYRELINE. INSTALLED TO MEET
GIB FIRE RATED WALL SYSTEM
GBUW120
9mm ETERPAN BASE PANEL ON
FLAMESTOP 650 BUILDING WRAP
PANEL TAK ADHESIVE
SYSTEM WITH FOAM TAPE
100 SHS CONCRETE FILLED POST
WITH INTUMESCENT PAINT TO
EXTEND 100mm ABOVE AND
BELOW WINDOW SUPPORT STEEL,
REFER STRUCTURAL & FIRE
ENGINEER DOCUMENTATION
VENTILATED & DRAINED
CAVITY (20mm)
5
LINE OF PRECAST CONCRETE
OVER
A1.1
A1.1
DRIP EDGE METAL ANGLE
CONTINUOUS FIRE RATED
MASTIC
w indow detail: sill/ jamb to eter pan c ladding
REVEALS
MASTIC
SCALE: 1:5
50
A1.1
door detail: jamb to shs post
SCALE: 1:5
120/120/120 FIRE RATED
PRECAST WALL (NO
UNPROTECTED OPENINGS),
REFER FIRE ENGINEER
9
2
SCALE: 1:5
WATERPROOF LIQUID
MEMBRANE TO COMPLY WITH
AS/NZS 4858
GBUW120
NOTE: SILL SUPPORT BAR TO SILL
DETAIL UNDER WINDOW JOINERY
WITH 5mm GAP TO WINDOW
FLANGE AND PANEL
VANTAGE MAGNUM 50
ALUMINIUM FRAME DOOR
FR R w indow detail: jamb to pr ecast c onc
C
125 PFC BEAM WITH
INTUMESCENT PAINT REFER
STRUCTURAL & FIRE ENGINEER
DOCUMENTATION
XPRESSCLAD ZED RAIL
SOLID BLOCKING TO SUIT FACADE
PANEL AND BATTEN THICKNESS
OVER
A1.1
BACKING ROD
MIN.
SOLID BLOCKING TO SUIT
10
POWDER COATED ALUMINIUM
FLASHING
8
100 SHS POST BEYOND
INDICATED WITH DASHED LINE
FR R w indow detail: head to pr ecast c onc
SCALE: 1:5
1
1
FINISH
1
C
50
9mm ETERPAN PANEL
1no. LAYER13mm STANDARD GIB
WALL LINING ON TIMBER
STRAPPING ON PRECAST
CONCRETE WALL (LIMITED
UNPROTECTED OPENINGS),
REFER FIRE ENGINEER
3
A1.1
SCALE: 1:5
20
150
145
7
A1.1
DPC TO TIMBER STRAPPING
SILL MEMBRANE TO EXTEND
UP JAMBS 40mm MIN. AND
APPLIED CONTINUOUSLY
ACROSS FULL WIDTH OF
OPENING
20
10
f oundat ion detail: eter pan c ladding
REVEALS
SLOPED PRECAST
CONCRETE SILL
70
A1.1
A1.1
MASTIC
130
10 FR R w indow detail: sill to pr ecast c onc
210
210
6
door detail: jamb to insitu c onc
150
5
FIRE RATED CONTROL JOINT
EXPOSED AGGREGATE FIN.
TO EXTERIOR PAVING
MASTIC
5
SAW CUT 15mm DEEP x 6mm
WIDE CHASE IN CONCRETE PANEL
EXPOSED AGGREGATE FIN.
TO EXTERIOR PAVING
145
FLASHING 70mm WIDE
PANEL TAK ADHESIVE
SYSTEM WITH FOAM TAPE
100
GBUW120
MIN.
TO PAVED GROUND
15
50
REVEALS
ETERPAN 9mm
WANZ SUPPORT BAR TO DOOR
FRAME, OSA.
XPRESSCLAD ZED RAIL
15
INTERMEDIATE VERTICAL
RUNNERS @ 600 CRS MAX
VANTAGE MAGNUM 50
ALUMINIUM FRAME DOOR
1no. LAYER13mm STANDARD GIB
WALL LINING ON TIMBER
STRAPPING ON PRECAST
CONCRETE WALL
25
5
DPC
XPRESSCLAD HORIZONTAL
RUNNER
25
BACK FLASHING 70mm WIDE
15
C
15
SAW CUT 15mm DEEP x 6mm
WIDE CHASE IN CONCRETE PANEL
CONTINUOUS FIRE RATED MASTIC
100 SHS POST BEYOND
INDICATED WITH DASHED LINE
10
GBUW120
120/120/120 FIRE RATED WALL
(NO UNPROTECTED OPENINGS),
REFER FIRE ENGINEER
MIN.
45
10
300
FLAMESTOP 650 BUILDING
WRAP. WRAP DRESSED INTO
OPENING WITH FLEXIBLE
FLASHING TAPE INSTALLED OVER
MIN.
1
SCALE: 1:5
door detail: f oundat ion
SCALE: 1:5
SCALE: 1:5
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
SLOPE PAVED AREA LEADING
UP TO DOOR ENTRY
DETAILS
13/11/13
TH
15/03/2013
SF
1:5 @A2
1:10@A4
4643
A4.3
A
CEILING LINING WITH SELECTED SEMIGLOSS ENAMEL PAINT FINISH
90
WHB-1
750
GR-1
700
1
int er nal elev at ion
SCALE 1:25
•
SCALE 1:25
1,950
90
90
1,950
90
660 door leaf
2
•
SCALE 1:25
90
10
10
EQ
SNK
TAP
900
450
2,835
DW
SELECTED 90 DEGREE GRAB RAIL INSTALLED TO COMPLY WITH NZS 4121
GR-2
SELECTED GRAB RAIL -INSTALLED TO
COMPLY WITH NZS 4121
TRH-1
SELECTED TOILET TISSUE DISPENSER INSTALLED TO COMPLY WITH NZS 4121
SD-1
BOBRICK B-2111 SOAP DISPENSER or
SIMILAR APPROVED
PRINCIPAL SUPPLIED, FISHER & PAYKEL
COMPACT STAINLESS STEEL FRIDGE/
FREEZER 248L, E249TRX
HWC
UNDERBENCH HOT WATER CYLINDER 45L,
REFER MECHANICAL ENGINEER
SNK
'MERCER' AMPIO STAINLESS STEEL
RECTANGULAR BOWL SINK,
455x305x170(D)mm
DW
PRINCIPAL SUPPLIED, COMPACT 450mm
WIDE DISHWASHER
MW
PRINCIPAL SUPPLIED, MICROWAVE
'JAECO' 305mm CHROME TEA TOWEL RAIL
MOUNTED TO INSIDE OF DOOR PANEL,
BASKET
'HAFELE' CHROME SOAP/CLEANERS
BASKET MOUNTED TO INSIDE OF DOOR
PANEL
BIN
'HIDEAWAY' WASTE BIN PULL SYSTEM
1,790
1,170
620
adj
adj
adj
adj
adj
MW
TAP
10 30
FF
SNK
900
T-RAIL
HWC
BASKET
broom
cupboard
100
10
350
1,010
400
-
2,400
20 370
50x10mm PAINTED TIMBER SKIRTING
650
SCALE 1:25
10
4
670
•
GR-1
650
360
650
360
FF
broom
cupboard
775
EQ
SEAL PERIMETER OF WHB TO
SURROUNDING WALL SURFACE, USING A
COMPATIBLE SILICONE SEALANT
WHB-2
3
METHVEN 'ECHO CIRCA' WASH HAND
BASIN MIXER
1,800
1,805
(MAX)
1,000
SCALE 1:25
TAP-1
100
45
WC-2
CAROMA 'FAUN 450' WALL BASIN WITH
SHROUD
HWC
975
SELECTED SPLASHBACK
SELECTED VINYL
FLOORING
2no. LAYERS 19mm GIB FYRELINE
PLASTERBOARD WALL LINING INSTALLED
TO COMPLY WITH GIB FIRE RATED
STEEL CLIP AND CHANNEL SYSTEM
10
TRH-1
unis e x w c plan - t ypical
WHB-2
k it c he ne t t e f it t ings k e y
350
TAP-1
TAP-1
CAROMA 'FLORA 500' WALL BASIN WITH
SHROUD
600
13mm GIB AQUALINE PLASTERBOARD
CEILING LINING (TO WHB WALL ONLY) WITH
SELECTED SEMI-GLOSS ENAMEL PAINT
FINISH
WALL LINING (GENERALLY) WITH
FINISH
TRH-1
WHB-1
T-RAIL
1,000
950
475
WHB-2
CAROMA 'OPAL' # 987073 WALL FACED
CLOSE-COUPLED TOILET SUITE
FF
SEAL PERIMETER OF WC TO
SURROUNDING WALL AND FLOOR
SURFACE, USING A COMPATIBLE SILICONE
SEALANT
-
1.77 m2
300mm HIGH STAINLESS STEEL
KICKPLATE TO CUBICLE SIDE OF DOOR
ONLY
WALL AND CEILING JUNCTION JUNCTION
90
3
WC-2
475
90
WHB-1
SAFETY MIRROR WITH
POLISHED EDGES
WC-2
100
90
450
45
WHB-1
50x10mm PAINTED TIMBER SKIRTING
ac c essible w c plan - t ypical
SELECTED GRAB RAIL ON CUBICLE SIDE
OF DOOR
GR-2
90
90
3.14 m2
TAP-1
SEAL PERIMETER OF WHB TO
SURROUNDING WALL SURFACE, USING A
COMPATIBLE SILICONE SEALANT
(MAX)
WC-1
810 door leaf
TRH-1
PRIVACY LATCH AND LOCKSET, REFER
HARDWARE SCHEDULE
SELECTED SPLASHBACK
1,000
-
13mm GIB AQUALINE PLASTERBOARD
CEILING LINING (TO WHB WALL ONLY) WITH
FINISH
TAP-1
160
460
760
2
(MIN. CLEAR OPENING)
1,650
1,175
-
CAROMA 'CARE 800' ACCESSIBLE WALL
FACED CLOSE-COUPLED TOILET SUITE,
INSTALLED TO COMPLY WITH NZS 4121
SIGNAGE TO EXTERNAL SIDE OF DOOR
signage
SD-1
1
WC-1
t ea s ink - t y pic al
adj
650
WC-1
SAFETY MIRROR WITH POLISHED EDGES
LINE OF WALL LINING SURROUND TO STEEL
PORTAL ON SECOND FLOOR ONLY
MW
140 10
30 350
TRH-1
SD-1
WALL LINING (GENERALLY) WITH
FINISH
WALL AND CEILING JUNCTION JUNCTION
1,000
TAP-1
400
475
GR-1
(400mm MAX)
90
90
500
CUT
UTL
150
975
DW
BIN
470
750
1,650
90
100
225
500
(400mm MIN)
500
90
1,450
b a t hr o o m f it t ings k e y
760
90
90
300
1,950
1,000
90
4
•
SCALE 1:25
SCALE 1:25
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
INTERIORS - BATHROOM
13/11/13
TH
15/03/2013
SL
1:25@A2
1:50@A4
4643
A5.1
A
910
DOOR NO.
1
A4.1
DOOR CLOSER
450
EQ
450
450
50
(1 OFF)
D0.1
1,300
2,100
TC
TC
450
EQ
450
EQ
450
EQ
450
810
1
A4.3
W0.2
2
A4.3
W0.3
2.
REFER TO FLOOR PLANS FOR WALL TYPES AND
THICKNESS
3.
CHECK ALL OPENINGS ON SITE FOR SIZE AND
STANDARD OF EXECUTION PRIOR TO
MANUFACTURE. INSTALLATION TOLERANCES
SUBJECT TO EARTHQUAKE DESIGN.
0.54 m2
800
0.54 m2
0.54 m2
FLASHING COVER TO STEEL POST,
TO MATCH WINDOW JOINERY
COLOUR
5
A4.3
0.54 m2
TOTAL OPENING AREA: 10.34 m2
2
A4.1
(1 OFF)
D0.2
3
A4.3
4.
REFER TO SOPERS FOR DOOR HARDWARE TYPE
AND FINISH.
5.
FIX ALL PROPRIETARY ELEMENTS IN ACCORDANCE
WITH THE DOOR MANUFACTURERS
REQUIREMENTS.
6.
SHOP DRAWINGS AND INSTALLATION DETAILS ARE
TO BE PROVIDED AND APPROVED BY ARCHITECT
PRIOR TO MANUFACTURE.
7.
FLASHING, GENERALLY, TO MATCH WINDOW
FRAMES. ENSURE MATERIALS USED FOR HEAD,
JAMB & SILL FLASHINGS ARE COMPATIBLE WITH
THE WINDOW FRAME MATERIALS, FIXINGS AND
CLADDING MATERIALS.
8.
GLAZING TO MEET 'HUMAN IMPACT SAFETY
REQUIREMENTS - NZS 4223.3
9.
GLAZING MANIFESTATIONS TO COMPLY WITH NZS
4223.3
120
0.54 m2
1.66 m2
D0.3
220
3M FILM
MANIFESTATION
(INDICATIVE ONLY)
REFER TO FLOOR PLANS FOR DIRECTION OF DOOR
SWING.
DOOR CLOSER
TC
900
1,000
220
1,000
220
1,650
120
3M FILM
MANIFESTATION
(INDICATIVE ONLY)
450
4
A4.3
TC
1.
7,390
120
5
A4.1
120
4
A4.1
EQ
2,550
6
A4.1
EQ
450
DOOR CLOSER
120
2,550
EXTERIOR DOOR S
A LUMINIUM
N E W DOOR S
3
A4.1
EQ
120
910
door notes
-/120/120 FRR WALL - LIMITED UNPROTECTED OPENINGS
7,040
7
A4.3
1,000
1,555
3M FILM
MANIFESTATION
(INDICATIVE ONLY)
(1 OFF)
D0.3 (including W0.2, W0.3)
LOCATION
ENTRY (EAST)
TENANCY 1 ENTRY (EAST)
TENANCY 1 / COURTYARD (WEST)
10.
ALL REQUIRED STIFFENERS SHALL BE INTERNAL
AND TO BE APPROVED BY ARCHITECT
FRAME
VANTAGE 100mm FLUSHGLAZE SUITE ALUMINIUM FRAME WITH
MAGNUM 50 HINGED DOOR
VANTAGE 100mm FLUSHGLAZE SUITE ALUMINIUM FRAME WITH
SIDE HING OPENING WINDOWS AND MAGNUM 50 HINGED DOOR
VANTAGE 40mm SERIES ALUMINIUM FRAME WITH SIDE HUNG
OPENING WINDOWS AND MAGMUM 50 HINGED DOOR
11.
ALL HANDLES, LEVERS AND RECESSED PULLS
SHALL BE CENTERED @ 1.0m AFL
REVEALS
25mm GROOVED FOR LININGS REVEALS
12.
ALLOW FOR WALL/FLOOR MOUNTED DOOR STOPS
TO ALL DOORS.
DOOR
VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEAD
GLAZED STILES. DOOR BOTTOM RAIL EXTENDER.
VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEAD GLAZED STILES.
DOOR BOTTOM RAIL EXTENDER.
VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEAD GLAZED STILES.
DOOR BOTTOM RAIL EXTENDER.
GLAZING
CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLY
WITH NZS:4223
WITH NZS:4223
WITH NZS:4223
FINISH
POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISH
REVEALS
REVEALS
REVEALS
HARDWARE
LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER, RESTRICTOR STAYS TO OPENING SASHES,
NOTES
ILLUMINATED EXIT SIGN OVER
3M FILM MANIFESTATION TO DOOR PANEL
SPANDREL PANELS TO BE SELECTED COLOUR TEMPACLAD (TC) TO OUTER PANE.
ILLUMINATED EXIT SIGN OVER.
FIRE REPORT: THE MAXIMUM PERCENTAGE OF UNPROTECTED AREA FOR THE EXTERNAL WALL IS 30% OR 10m², WHICHEVER IS THE SMALLER.
THE EXTERNAL WALLS INDICATED ON THE FIRE DRAWINGS SHALL BE FIRE RATED TO MEET THE ABOVE REQUIREMENTS.
9,750
7,390
450
450
EQ
450
1,450
120
DOOR CLOSER
W2.6
COLOUR
CONCRETE NIB UPSTAND
DOOR NO.
120
D2.1
175
800
5
A4.3
6
A4.2
D2.1 (including W2.5, W2.6)
1,000
120
2,250
EXTERIOR DOOR S
A LUMINIUM
N E W DOOR S
4
A4.3
W2.5
450
810
EQ
450
EQ
450
EQ
450
8
A4.2
1,600
EQ
W1.1
(W2.1)
800
450
W1.2
(W2.2)
W1.3
(W2.3)
2,400
EQ
EXTERIOR W INDOW S
A LUMINIUM
450
NE W W INDOW S
450
COLOUR
9
A4.2
COLOUR
3M FILM
MANIFESTATION
(INDICATIVE ONLY)
(1 OFF)
WINDOW NO.
W1.1 (including W1.2, W1.3)
(2 OFF)
TENANCY 3 / BALCONY (WEST)
LOCATION
TENANCY 2, TENANCY 3 (EAST)
FRAME
OPENING WINDOWS AND MAGMUM 50 HINGED DOOR
FRAME
OPENING SASHES
REVEALS
REVEALS
DOOR
VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEAD
GLAZED STILES
DOOR
-
GLAZING
WITH NZS:4223
GLAZING
WITH NZS:4223
FINISH
REVEALS
FINISH
REVEALS
HARDWARE
LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER
HARDWARE
NOTES
FIRE REPORT: THE MAXIMUM PERCENTAGE OF UNPROTECTED AREA FOR THE EXTERNAL WALL IS 30% OR 10m², WHICHEVER IS THE SMALLER.
THE EXTERNAL WALLS INDICATED ON THE FIRE DRAWINGS SHALL BE FIRE RATED TO MEET THE ABOVE REQUIREMENTS.
NOTES
LOCATION
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
DOOR & WINDOW
SCHEDULE
13/11/13
TH
15/03/2013
SL
1:50@A2
1:100@A4
4643
A7.1
A
door notes
EQ 400 EQ
FLASHING COVER TO STEEL POST
200
800
TOTAL OPENING AREA:9.61 m2
CIRCULAR VISION PANEL
WITH ALUMINIUM
GLAZING BEAD
WINDOW NO.
(1 OFF)
DOOR UNDERCUT, REFER
MECHANICAL
D0.5, D1.3, D2.3
DOOR NO.
GRABRAIL TO CUBICLE
SIDE OF DOOR ONLY
(3 OFF)
300mm HIGH
STAINLESS STEEL
KICKPLATE TO CUBICLE
SIDE OF DOOR ONLY
1,000
W1.7
710
1.
REFER TO FLOOR PLANS FOR DIRECTION OF DOOR
SWING.
2.
REFER TO FLOOR PLANS FOR WALL TYPES AND
THICKNESS
3.
CHECK ALL OPENINGS ON SITE FOR SIZE AND
STANDARD OF EXECUTION PRIOR TO
MANUFACTURE. INSTALLATION TOLERANCES
SUBJECT TO EARTHQUAKE DESIGN.
4.
REFER TO SOPERS FOR DOOR HARDWARE TYPE
AND FINISH.
5.
FIX ALL PROPRIETARY ELEMENTS IN ACCORDANCE
WITH THE DOOR MANUFACTURERS
REQUIREMENTS.
6.
SHOP DRAWINGS AND INSTALLATION DETAILS ARE
TO BE PROVIDED AND APPROVED BY ARCHITECT
PRIOR TO MANUFACTURE.
7.
FLASHING, GENERALLY, TO MATCH WINDOW
FRAMES. ENSURE MATERIALS USED FOR HEAD,
JAMB & SILL FLASHINGS ARE COMPATIBLE WITH
THE WINDOW FRAME MATERIALS, FIXINGS AND
CLADDING MATERIALS.
8.
GLAZING TO MEET 'HUMAN IMPACT SAFETY
REQUIREMENTS - NZS 4223.3
9.
GLAZING MANIFESTATIONS TO COMPLY WITH NZS
4223.3
200
W1.6
810
2,050
50
1,000
450
300
EQ
2,100
W1.5
450
2,050
EQ
1,000
450
400
EQ
810
910
2,050
450
100
1,400
50
4,950
INTERIOR D O O R S
450
1,300
50
100
N E W DOOR S
1,330
EXTERIOR W INDOW S
A LUMINIUM
NE W W INDOW S
7,390
D0.6, D1.4, D2.4
(3 OFF)
D0.7, D1.5, D2.5
(3 OFF)
LOCATION
TENANCY 2
LOCATION
WC LOBBY
ACCESSIBLE WC
WC
10.
ALL REQUIRED STIFFENERS SHALL BE INTERNAL
AND TO BE APPROVED BY ARCHITECT
FRAME
VANTAGE 40mm SERIES ALUMINIUM FRAME WITH SIDE HUNG OPENING SASHES
FRAME
40x150mm PINUS CLEARS TO SUIT LININGS OVER 90
FRAMED WALL
FRAMED WALL
FRAMED WALL
11.
ALL HANDLES, LEVERS AND RECESSED PULLS
SHALL BE CENTERED @ 1.0m AFL
REVEALS
REVEALS
12.
ALLOW FOR WALL/FLOOR MOUNTED DOOR STOPS
TO ALL DOORS.
DOOR
-
DOOR
38mm THICK SOLID CORE DOOR FOR PAINT FINISH
GLAZING
CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLY WITH NZS:4223
GLAZING
MILK WHITE LAMINATED OBSURE VISION PANEL WITH SATIN
SILVER ANODISED BEAD
-
-
FINISH
POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISH REVEALS
FINISH
PAINT FINISH DOOR AND FRAME
HARDWARE
HARDWARE
LATCH, LEVER HANDLE
PRIVACY LATCH, LEVER HANDLE
PRIVACY LATCH, LEVER HANDLE
NOTES
NOTES
DOOR UNDERCUT, REFER MECHANICAL ENGINEERS
DOCUMENTATION FOR VENTILATION REQUIREMENTS
-/60/30sm FRR
-/120/120 FRR
smoke control only
f ir e d o o r n o t e s
SINGLE FIRE DOORS SHALL BE -/60/30sm
CERTIFIED FIRE DOORS COMPLETE WITH;
-/60/30sm FRR
1,200
810
810
1,405
650
DOOR CLOSER
650
DOOR NO.
D1.1, D2.2
TENANCY 1, TENANCY 2, TENANCY 3
LOCATION
TENANCY 2 LOBBY, TENANCY 3 LOBBY
TENANCY 2 LOBBY
MORTICE LATCH. ANY LOCKING SYSTEM SHALL
NOT STOP THE DOOR FROM CLOSING WHEN IN THE
ACTIVE POSITION
5.
CERTIFICATION LABELS
6.
FIRE DOOR SIGNAGE ON BOTH SIDES OF THE DOOR
STATING ‘FIRE DOOR. PLEASE KEEP CLOSED.’
THESE SHALL BE SMALL GREEN STICKERS WITH
WHITE LETTERING.
7.
EGRESS DOORS ARE SHALL HAVE 760mm
MINIMUM CLEAR OPENING
(2 OFF)
D1.2
FRAME
50mm GALVANISED STEEL SECTION WINDOW FRAME
FRAME
PACIFIC VP60-P HINGED DOORSET WITH SIDELIGHT
REVEALS
REVEALS
DOOR
-
GLAZING
(1 OFF)
TENANCY 2 LOBBY
TIMBER FRAME HINGED DOORSET WITH SIDELIGHT
PACIFIC VP60-P HINGED DOORSET
FRAME
VANTAGE 40mm SERIES ALUMINIUM FRAME
42mm SELECTED TIMBER FRAME WITH PROFILE 'B' GROOVED FOR
LININGS REVEAL AND 30x20mm PLANTED STOP
42mm TIMBER FRAME WITH PROFILE 'B' GROOVED FOR LININGS
REVEAL AND 30x20mm PLANTED STOP
42mm TIMBER FRAME WITH PROFILE 'B' GROOVED FOR LININGS
REVEAL AND 30x20mm PLANTED STOP
REVEALS
DOOR
48mm THICK SOLID CORE TIMBER DOOR STILES WITH SELECTED
TIMBER VENEER
48mm THICK SOLID CORE TIMBER DOOR STILES WITH SELECTED
TIMBER VENEER
50mm THICK SOLID CORE TIMBER DOOR LEAF FOR PAINT FINISH
DOOR
-
40mm THICK SGG CONTRAFLAM GLASS WITH GALVANISED
STEEL GLAZING BEADS
GLAZING
PYROBEL 16 GLAZING WITH ALUMINIUM ANGLE GLAZING BEAD
TOUGHENED SAFETY GLASS WITH ALUMINIUM ANGLE GLAZING
BEAD
-
GLAZING
CLEAR LAMINATED SINGLE GLAZED SAFETY
GLASS TO COMPLY WITH NZS:4223
FINISH
POWDER COATED STEEL FRAMES WITH PAINT FINISH REVEALS
FINISH
SELECTED TIMBER VENEER DOOR FOR CLEAR FINISH,
SELECTED TIMBER REVEAL FOR CLEAR FINISH
SELECTED TIMBER VENEER DOOR FOR CLEAR FINISH,
SELECTED TIMBER REVEAL FOR CLEAR FINISH
PAINT FINISH
FINISH
POWDER COATED ALUMINIUM FRAMES WITH
PAINT FINISH REVEALS
HARDWARE
INTUMESCENT SMOKE SEALS TO FRAME
HARDWARE
DOOR CLOSER, CERTIFICATION LABELS, FIRE DOOR SIGNAGE
SMOKE SEALS, DOOR CLOSER, SMOKE CONTROL SIGNAGE
LATCH & LOCKSET, REBATE KITSET, LEVER HANDLE, FLUSH BOLT,
DUST SOCKET, DOOR CLOSERS
HARDWARE
INTUMESCENT SMOKE SEALS TO FRAME
NOTES
REFER FIRE REPORT
NOTES
REFER FIRE REPORT
REFER FIRE REPORT
REFER FIRE REPORT
NOTES
D0.4
(1 OFF)
NORTH WALL FIRE WINDOWS SHALL BE -/120/120
CERTIFIED FIRE WINDOW SYSTEMS
REFER 'TM CONSULTANTS' FIRE ENGINEER FOR
FIRE RATED DOOR AND WINDOW SYSTEMS
LOCATION
4.
THE PANEL JOIN SEALANT USED IN THESE WALLS
SHALL BE CERTIFIED TO PROVIDE NO LESS THAN A
TWO WAY 120 MINUTE FIRE RESISTANCE RATING.
fixed
STORE
LOCATION
DOOR CLOSER
1.
W1.8
(3 OFF)
3.
f ir e w i n d o w n o t e s
WINDOW NO.
W0.1, W1.4, W2.5
REBATED INTUMESCENT SMOKE SEALS TO THE
TWO VERTICAL EDGES AND TOP EDGE OF THE
DOOR FRAME
THESE WINDOWS SHALL NOT BE OPENABLE
HARDWOOD TIMBER ARCHTRAVE
OVER 13mm PLASTERBOARD
BETWEEN FRAMES
WINDOW NO.
2.
REFER 'TM CONSULTANTS' FIRE ENGINEER FOR
FIRE RATED DOOR AND WINDOW SYSTEMS
150
1,000
45
1,900
1,945
170
1,630
HEIGHT TO MATCH FIRE DOOR ADJACENT
0.52 m2
1,000
1,960
HEIGHT TO MATCH FIRE DOOR ADJACENT
2,200
1,630
1,960
MAX HEIGHT SIDELIGHT
170
DOOR CLOSERS
970
2,050
320 320
INTERIOR W IND O W S
170
DOOR CLOSER
0.52 m2
CLEAR FIRE RATED GLAZING, WHERE VISION PANEL
SPECIFED, (NOT GEORGIAN WIRED) TO HAVE A
-/60/- FRR AND HAVE A SIZE NO GREATER THAN
0.065m2
DOOR LEAF
320 320
MAX HEIGHT VISION PANEL
10
A4.3
170
1,000
800
fixed
INTERIOR D O O R S
FIRE R A TED - T IMBER
N E W DOOR S
8
A4.3
2,400
1,600
EXTERIOR W INDOW S
FIRE R A TED - ST EEL
NE W W INDOW S
DOOR LEAF
9
A4.3
NE W W INDOW S
900
1.
(1 OFF)
A
N E W
O F F I C E
3 0 7
D U R H A M
B U I L D I N G
S T R E E T
DOOR & WINDOW
SCHEDULE
13/11/13
TH
15/03/2013
SL
1:50@A2
1:100@A4
4643
A7.2
A

COVER + INDEX _ Layout

Transcription

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