BC#48432 - Stage 1 approved
Drawing List
Sheet Name
COVER
DRAWING CONVENTIONS & KEYNOTE SCHEDULE
EXISTING SITE PLAN
PROPOSED SITE PLAN
SLAB SETOUT PLAN
PROPOSED GROUND FLOOR PLAN
PROPOSED FIRST FLOOR PLAN
PROPOSED ROOF PLAN
PROPOSED LANDSCAPE PLAN
REFERENCE GROUND FLOOR PLAN
REFERENCE FIRST FLOOR PLAN
REFERENCE ROOF PLAN
DIMENSION GROUND FLOOR PLAN
DIMENSION FIRST FLOOR PLAN
DIMENSION - ROOF PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
BUILDING SECTIONS
BUILDING SECTIONS
REFERENCE WALL SECTIONS
CANOPY DETAILS
CANOPY DETAILS
BACONY DETAIL
BALCONY DETAILS
BALCONY DETAILS
WALL TO FLOOR DETAILS
COLUMN DETAILS
RETAINING WALL DETAILS
TYPICAL CLADDING DETAILS
PARAPET & GUTTER DETAILS
ROOF DETAILS
ROOF DETAILS
CIRCULATION REFERENCE PLAN
INTERNAL STAIR DETAILS 1 of 2
INTERNAL STAIR DETAILS 2 of 2
LIFT DETAILS 1 of 2
LIFT DETAILS 2 of 2
EXTERNAL STAIR DETAILS
EXTERNAL STAIRS
AMBULANCE AREA
THRESHOLD & RAMP DETAILS
LOUVRE DETAILS
PLANT PLATFORM DETAILS
DOOR SCHEDULE
WINDOW SCHEDULE
Sheet
Number
A0001
A0002
A1001
A1002
A1003
A1004
A1005
A1006
A1007
A1301
A1302
A1303
A1401
A1402
A1403
A2001
A2002
A2101
A2102
A3001
A3101
A3102
A3103
A3104
A3105
A3111
A3112
A3113
A3114
A3120
A3121
A3122
A3130
A3131
A3132
A3133
A3134
A3135
A3136
A3140
A3141
A3150
A3151
A5001
A5101
Sheet
Issue Date
18/11/13
18/11/13
18/11/13
07/01/14
07/01/14
07/01/14
18/11/13
07/01/14
07/01/14
07/01/14
18/11/13
07/01/14
07/01/14
18/11/13
16/01/14
07/01/14
07/01/14
18/11/13
18/11/13
18/11/13
18/11/13
12/02/14
07/01/14
18/11/13
07/01/14
07/01/14
18/11/13
18/11/13
18/11/13
18/11/13
28/11/13
07/01/14
07/01/14
07/01/14
18/11/13
18/11/13
07/01/14
22/11/13
19/12/13
07/01/14
18/11/13
18/11/13
07/01/14
07/01/14
Current
Revision
A
A
A
A
A
A
A
A
A
A
A
A
BETHLEHEM MEDICAL HUB
A
A
A
1 Te Paeroa Road
Bethlehem
A
A
A
STAGE 2 BC DRAFT
A
A
A
po box 14214, tauranga MC 3143, new zealand
GENERAL ANNOTATION LEGEND
REFERENCE SYMBOLS LEGEND
KEYNOTE LEGEND - PROJECT
ABBREVIATION
KEY
15° FALL
0
FALL ARROW
GRID NUMBER
Type Name
Name
SPAN DIRECTION
ROOM
NUMBER
FLOOR LEVEL
Elevation
ROOM NAME WITH NUMBER
AREA NAME
AREA
AREA NAME WITH AREA
F.F.L. 25.010
FINISHED FLOOR LEVEL
S.L. 25.000
STRUCTURAL FLOOR LEVEL
Type Name
2600
CEILING TYPE WITH HEIGHT
1
A101
BUILDING SECTION
1
A9999
WALL SECTION
1
A9999
DETAIL SECTION
Ref
1i
WALL TYPE
1
DETAIL CALLOUT
A101
R999.9
TYPE 99
DOOR NUMBER WITH TYPE
R999.9
TYPE 99
WINDOW NUMBER WITH TYPE
A
1t
Finish Code
R9999
FLOOR CODE
C1
STRUCTURAL COLUMN
1i
STRUCTURAL BEAM
F01
FURNITURE NUMBER
1t
CASEWORK NUMBER
?
MATERIAL TYPE
EXTERNAL ELEVATION
A301
CURTAIN PANEL NUMBER
R9999
WD9999
R9999
INTERNAL ELEVATION
ELEC
FIXTURE
R.L. 25.000
SPOT ELEVATION MARKER
R.L. 25.000
SPOT LEVEL MARKER
99
CAD COMPUTER AIDED DRAFTING
CB COACH BOLT
c/c CENTRE TO CENTRE
CCTV CLOSED CIRCUIT TELEVISION
CHS CIRCULAR HOLLOW SECTION
CJ CONSTRUCTION JOINT
CL CENTRE LINE
CNR CORNER
CN CONTRACT NOTE
CODE BUILDING CODE
COL COLUMN
CON CONCRETE
COR CORRUGATED
COS CHECK ON SITE
CP CESSPIT
CRS CENTRES
CS CAVITY SLIDER
CSK COUNTERSUNK
C/W COMPLETE WITH
DB DISTRIBUTION BOARD
DHS DIMOND HI-SPAN (METAL PURLIN)
DIADIAMETER
DIADIAGONAL
DIM DIMENSION
DP DOWNPIPE
DPC DAMP PROOF COURSE
DPM DAMP PROOF MEMBRANE
DWG DRAWING
FA FIRE ALARM
FAP FIRE ALARM PANEL
FCL FINISHED CEILING LEVEL
FEX FIRE EXTINGUISHER
FFL FINISHED FLOOR LEVEL
FG FIXED GLASS
FH FIRE HYDRANT
FHR FIRE HOSE REEL
FIP FIRE INDICATOR PANEL
FW FLOOR WASTE
FWG FLOOR WASTE GULLY
KEY
DESCRIPTION
PC PRECAST CONCRETE
PFC PARALLEL FLANGE CHANNEL
PLY PLYWOOD
PTN PARTITION
QT QUALITY
R RADIUS
RC REINFORCED CONCRETE
REF REFERENCE
REQD REQUIRED
RH RIGHT HAND
RHS ROLLED HOLLOW SECTION
RL REDUCED LEVEL
RO ROUGH OPENING
ROW RIGHT OF WAY
RSA ROLLED STEEL ANGLE
RSC ROLLED STEEL CHANNEL
RSJ ROLLED STEEL JOIST
SCJ SAW CUT JOINT
SCHEDSCHEDULE
SCP SATIN CHROME PLATE
SED SMALL END DIAMETER
SHS SQUARE HOLLOW SECTION
SHT SHEET
SK SKETCH
SL STRUCTURAL LEVEL
SP SOIL PIPE
SPEC SPECIFICATION
SQ/M SQUARE METER
SQ SQUARE
SS STAINLESS STEEL
SWBD SWITCH BOARD
SW STORMWATER PIPE
TFC TAPERED FLANGE CHANNEL
TGV TONGUE, GROOVE & VEE JOINT
TV TERMINAL VENT
TYP TYPICAL
UB UNIVERSAL BEAM
UC UNIVERSAL COLUMN
U/SUNDERSIDE
VERT VERTICAL
VP VENT PIPE
W WATT
WBD WALL BOARD
HDB HOLDING DOWN BOLT
HDG HOT DIPPED GALVANISED
HORZ HORIZONTAL
H.P. HIGH POINT
HT HOSE TAP
ELECTRICAL EQUIPMENT
DRAWING REVISION
90.99.99
BI-ORG BACK INLET OVERFLOW RELIEF
GULLY
BLDG BUILDING
BLK BLOCK
BM
BENCH MARK
EJ EXPANSION JOINT
EXTG EXISTING
R9999
DETAIL COMPONENT
B190
AP ACCESS PANEL
APPR APPROVED
AFFL ABOVE FINISHED FLOOR LEVEL
KEYNOTE LEGEND - PROJECT
DESCRIPTION
DRAWING TITLES
NUMBER = 5
VIEW OR PROJECTION PLAN, SECTION
IB INSPECTION BEND
ID INSIDE DIAMETER
IJ INSPECTION JUNCTION
IL INVERT LEVEL
kW KILOWATT
L LITRE
LH LEFT HAND
Lot No.
Area
Distance
90 00' 00"
REFERENCE TO / BACK TO DRAWING
SHEET THAT THE DETAIL IS REFERNCED
TO / FROM.
' - ' DENOTES DETAIL IS ON THE SAME PAGE
SCALE OF PLAN, ELEVATION, SECTION OR DETAIL
M METRE
MAX MAXIMUM
MH MAN HOLE
MIN MINIMUM
MISC MISCELLANEOUS
MM MILLIMETRE
MS MILD STEEL
MSB MAIN SWITCH BOARD
NB NOMINAL BORE
NO NUMBER
NOM NOMUNAL
NTS NOT TO SCALE
NZS NEW ZEALAND STANDARD
O/A OVERALL
OF OVER FLOW
OFO OVERFLOW OUTLET
O/H OVER HEAD
OD OUTSIDE DIAMETER
ORG OVERFLOW RELIEF GULLY
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
DRAWING CONVENTIONS &
KEYNOTE SCHEDULE
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 50
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A0002
Date:
18/11/13
Revision:
NORTH
65100
Site boundary
38000
37500
0
00
37
36500
36500
38000
37500
37000
36500
36000
35500
35000
36000
380
00
0
3550
9420
35000
STATE HIGHWAY 2
- to Te Puna
34500
Existing site contours
3400
0
20
167
33500
Lot 3 DP390475
43620
33000
32500
32000
30
222
Site boundary
Site boundary
170
0
50
31
45381
Aerial Map
A3 SCALE 1 : 10,000
A1 SCALE1 : 5000
Site boundary
TE PAEROA ROAD
SITE ADDRESS:
1 Te Paeroa Road, Bethlehem, Tauranga
Lot 3 DP 390475
Roundabout
STATE HIGHWAY 2
- to Bethlehem Village
SITE CONDITIONS:
Wind: H - High Wind Speed
Earthquake Zone: Zone 1
Exposure Zone: Zone C Medium Zone
Snow loading Zone: No
Site Area: 2506sqm
Maximum coverage: 45%
Proposed building coverage: +/- 30% 756sqm
Required area of landscaping: 25%
Proposed landscaping area: see stage 1 consent documentation
1
A2001
STAGE 2 BC DRAFT
EXISTING SITE PLAN
A3 SCALE 1 : 400 A1 SCALE 1 : 200
REVISIONS
Project:
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Note:
Boundary and site levels have
been taken from Aurecon's survey
dated May 23rd 2013
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
EXISTING SITE PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A1001
Date:
18/11/13
Revision:
NORTH
Retaining walls to engineers details
Timber retaining wall +/- 1500mm to +/-800mm
GROUND COVERAGE: 756sqm
Site boundary
1500mm Landscape strip between built structure and boundary
UP
UP
STATE HIGHWAY 2
- to Te Puna
32
33
Plant room
31
34
30
35
29
36
of
Top
28
37
k
ban
27
38
26
39
Retaining wall to engineers details
25
ank
of b
tom
Bot
of
Top
kerb
Planter box
Balcony over
12
11
10
9
8
7
6
5
4
3
R.L 32.85 m
41
Canopy over
42
2
Car park surface
40
1
43
44
Lot 3 DP390475
3m landscaped verge
to resource consent requirements
45
13
14
15
16
17
18
19
20
21
22
23
Site boundary
46
24
47
Site boundary
R.L 32.00 m
R.L 32.00 m
R.L 31.70 m
ENTRY
693qm landscape proposed
in stage 1 Building Consent
Site boundary
TE PAEROA ROAD
STATE HIGHWAY 2
- to Bethlehem Village
Roundabout
STAGE 2 BC DRAFT
REVISIONS
Project:
A3 SCALE 1 : 400
A1 SCALE 1 : 200
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
PROPOSED SITE PLAN
1
A2001
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
PROPOSED SITE PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 200 @ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A1002
Date:
18/11/13
Revision:
1
2
3
4
5
6
7
Concrete footing to engineers detail
Concrete retaining wall to
engineers detail
4300
250
2050
8650
500 1500 550500
2800
500
8650
2800
500 1000
1800
500
2800
8650
8650
2500
500
All footing details refer
to engineers drawings
and details
190
3000
6425
3550
D
Concrete services duct to engineers detail
190
LIft pit. Refer to
structural engineers
drawings
Concrete pad to engineers detail
100wx40dx1400l rebate in slab for lift entrance
20x110mm Shopfront
rebate in slab for joinery
400 1450
20x110mm Shopfront
rebate in slab for joinery
3950
5000
C
20000
750
2600
2160
1400
5000
20x110mm rebate in
slab for joinery
400
5000
2575
E
3550
Concrete services duct to engineers detail
R.L 33.00 m
170
20x110mm Shopfront rebate
in slab for joinery
A
07.01.14
B
200
20x110mm Shopfront rebate
in slab for joinery
100
2400
100
100
4900
100
A
Concrete pads to engineers detail
100
100
5000
5800
250
100
3450
20x110mm Shopfront rebate
in slab for joinery
20x110mm Shopfront rebate
in slab for joinery
20x110mm Shopfront rebate
in slab for joinery
125mm concrete on slab on compacted hardfill,
DPC. See engineers drawings for details.
39000
1
A2001
SLAB SETOUT PLAN
A3 SCALE 1 : 200
1
2
3
4
5
6
7
A1 SCALE 1 : 100
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
SLAB SETOUT PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1003
A
5852
3
4300
4
8650
5
8650
6
8650
7
8650
2500
17848
Bottom of stairs
250mm Precast concrete retaining wall to first level
60/60/60 FRR wall req. to fire report
Boundary
Yellow painted gobi blocks or similar approved
External fire stairs. Powder coated aluminium
handrail and porch plate. Galvanised steel
painted (no paint on treads)
Steel post timber retaining wall to engineer's details
Turning area for vehicles
90/90/90 FRR req. to fire report
Landscape Strip
300
1500
Landscape strip above
300
2
E
All kitchen and bathrooms are not shown. Please refer to the fitout BC application
200mm masonry wall
Lift access
Stairs
UP
150mm step down to hard surface
Concrete services path
B
UP
Boundary
150mm step down to hard surface
27
Tenancy 1
Tenancy 2
Tenancy 3
26
Glazed Shopfront
25
A
6
336
140
ACO drain see drawing
A3141 on Grid A
Main Entry
A
Concrete footpath
R.L 32.85 m
07.01.14
VENTILATION NOTE:
Coloured
concrete path
Dropped kerb for
pedestrian access
40
Edge of First Floor cantilever
20293
1:12 gradient ramped path
for pedestrian access with no
drop off sides or up stands
41
Kerb
42
Carparking - with wheel stops to each carpark
A
07.01.14
FIRE DESIGN: All emergency lighting to be to fire
report attached and to meet requirements in the
NZBC F6.
Dropped kerb
12
11
10
9
8
7
6
5
4
1:12 gradient ramped
path for pedestrian
access
FLOORING: Non-slip flooring for all wet areas.
Flooring to be selected in fitout application
3
2
1
43
A
07.01.14
44
WALLS: 13mm GIB Aqualine to all wet area walls, with
acrylic shower liner or siilar approved to shower areas.
ACOUSTIC:
The interior acoustic environment is to be designed
by a qualified acoustic engineer and constructed to
meet the internal sound levels of AS/NZ 2107:2000
Proposed sign
(1200x 2/3m )
46
FIRE REQUIREMENTS
13
Type 7, 9 & 18 Alarm required
Fire rated walls as per fire report
STAGE 2 BC DRAFT
14
15
18
19
20
21
22
23
24
6000
A
07.01.14
800 high entry sign
GROUND - PROPOSED FLOOR PLAN
A2001
A3 SCALE 1 : 200 A1 SCALE 1 : 100
REVISIONS
BC Stage 2 REV A
800 high entry sign
NEW ENTRY
Project:
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
17
47
1
A
16
Dropped kerb
LIGHTING: Please see lighting design for Emergency
lighting requirements. All light switches to be at 1000mm
above floor level beside door handles
NOTE:
Ground floor area 756sqm
NOTE: Refer to civil engineers drawings for details of carpark, paving and retaining walls
45
4825
NOTE:
Existing ground level and spur to be reduced in height
to approx. 1 m to 1.5m to engineers detail and clients
approval and landscaped.
Ambulance &
Loading Bay
21990
Occupant density: 0.1
Occupiable area and Design Occupancy :
Tenancy 1= 233.5sqm, 24 occupants
Tenancy 2= 164sqm, 17 occupants
Tenancy 3= 165sqm, 17 occupants
WC's required:
Tenancy 1= 2 unisex
Tenancy 2= 2 unisex
Tenancy 3= 2 unisex
Paving slope to main entry 1:50 max.
39
Kerb
Glazed Shopfront
WIND
LOBBY
16m²
Carparking
38
Carparking
2500
07.01.14
37
Concrete footpath (covered)
50
A
Retaining wall. Refer to engineers
drawings for details
36
28
200 concrete shear wall
3290
5000
29
500x500 concete column
R.L 32.85 m
over
MAIN
ATRIUM
Services duct
35
300 1200 400
5000
60/60/60 FRR req. to fire report
200mm series block wall to
eng. details with cladding
30
200mm concrete wall
Services channel
in concrete slab
8
339
C
90/90/90 FRR req. to fire report
34
2500
LIFT
8 m²
Bin
storage
area
1900
Lift doors FRR -/60/60
to fire report
60/60/60FRR req. to fire report
5000
60/60/60 FRR req. to fire report
200mm series block wall to
eng. details with cladding
15000
Services channel in concrete slab
Sprinkler room
150mm step down to hard surface
31
1500mm
Landscape Strip
D
GROUND FLOOR (Using Table 1-2/ASG1/AS1)
1300w x1000h x 200d Mains switch board
Boundary
5000
Back of house (Tenancy 4)
66m²
33
32
Kitchen unit
250mm concrete wall to first
floor to engineers details
Ventilation by mechanical services engineer as part
of fitout building consent application, as stated in
attached letter by HVAC design. Whereby the
ventilation, extract systems and fresh air supply
requirements shall meet or exceed all of the
requirements of AS/NZS 1668.2 & .4 - 2012 for
commercial and institutional facilites. Toilets req.
25l/s per fixure or 10l/s.sqm whichever is greater.
Kitchenette 5l/s.sqm or 50l/s whichever is the
greater.
Landscape under stairs
2500
Elect.
Service
Room
500 x 450mm
Concrete columns to
engineers drawings
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
PROPOSED GROUND FLOOR
PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1004
A
1000
1
1
2
3
4300
4
8650
Low timber retaining wall to engineers detail
5
8650
S.W. swayle and sumps to
engineers detail
500 1150
Fall
1340
6
8650
1860 Retaining wall
8650
7
2500
Level access required to
stair egress (20mm step
down) with 910mm MIN.
door width to fire report
45degree cut back from
boundary to suit levels
1000mm External fire
stairs to fire report
Boundary
Landscape strip
UP
UP
E
Kitchen Unit
Steel portal column
170mm precast concrete wall 60/60/60 fire rated wall to fire report
5000
Lift shaft walls
60/60/60FRR req. to
fire report
WC
A
07.01.14
ACC WC
& SHW
WC
Walls surrounding lobby
60/60/60FRR req. to fire report.
Min 910mm wide door to Lobby
300
Lift
access
LIFT
SHAFT
8 m²
Lift access
All toilets/showers and kitchens may move as
part of the final fitout design. This will be
covered in the future Building Consent
application for the fitout.
ACC WC
& SHW
07.01.14
WC
C
WC
29
40
First
Floor
588 m²
Kitchen Unit
5000
Services duct
Void
over
Atrium
Projecting coloured powder coated
aluminium Nuwall cavity cladding
TENANCY 4
A
Lift doors FRR
-/60/60 to fire report
1200mm MIN.
accessible stair width
to fire report
D
5000
170mm Precast concrete
wall to engineers details
R.L 37.20 m
Glazing
2649
B
5000
125mm concrete slab .
Refer to engineers
drawings for details
Steel portal column
A
R.L 37.08 m
Glazing to main frontage
DP concealed
in bulkhead
DP concealed in bulkhead
Canopy
Roof
DP from balcony roof
Projecting coloured powder
coated aluminium Nuwall
cavity cladding to detail
Fall on balcony 1˚min
away from building
Canopy, balcony and green
wall with planter boxes
VENTILATION NOTE:
Ventilation by mechanical services engineer as part
of fitout building consent application, as stated in
attached letter by HVAC design. Whereby the
ventilation, extract systems and fresh air supply
requirements shall meet or exceed all of the
requirements of AS/NZS 1668.2 & .4 - 2012 for
commercial and institutional facilites. Toilets req.
25l/s per fixure or 10l/s.sqm whichever is greater.
Kitchenette 5l/s.sqm or 50l/s whichever is the
greater.
A3 SCALE 1 : 200
1
1
2
3
5
6
7
A1 SCALE 1 : 100
FLOORING: Non-slip flooring for all wet areas. Flooring to be selected in fitout application
WALLS: 13mm GIB Aqualine to all wet area walls, with acrylic shower liner or siilar
approved to shower areas.
FIRST FLOOR WC FIXTURES (Using Table
1-2/ASG1/AS1)
Design Occupancy: 54
WC's/facilities required:
6 WC incl. one accessible WC
5 baths or showers - (2 showers provided for. Further
3 baths/showers to be provided as part of fit out building
consent.)
LEVEL 01 - PROPOSED FLOOR PLAN
A2001
Typical ACC toilets
4
LIGHTING: Please see lighting design for Emergency
lighting requirements. All light switches to be at
1000mm above floor level beside door handles
FIRE REQUIREMENTS
A
07.01.14
Type 7, 9 & 18 Alarm required
Fire rated walls as per fire report
A1 SCALE 1 : 50
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
PROPOSED FIRST FLOOR PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1005
A
1
2
3
5
6
7
100mmØ DP Coloursteel
Lightweight louvre
system
Proprietary sump with 100dia outlet and
overflow
100mmØ DP Coloursteel
Gutter
high point
Coloursteel gutter (12,000sqmm
cross sectional area) 1:100 MIN.
fall to downpipe
800
100mmØ DP Coloursteel
eaves
Gutter high point
Gutter high point
750
Precast concrete (parapet) at RL
44.10m
350mm wide Internal box gutter fall to
sump and connect to downpipes below
Boundary
eaves
100mmØ Coloursteel DP connect to
main 100mmØ then to ground
E
117m²
Plant platform
Monkeytoe system
D
25m²
45m²
Ridge
D
10° fall
16m²
Ridge
Barge
114m²
21° fall
E
4
Proprietary sump with 100dia outlet and
overflow
C
C
Precast Concrete (parapet) at RL 44.10m
COLOURSTEEL Endura DP995
profile or V-Rib profile Corrugated
0.55BMT x G300
100mmØ DP Coloursteel
130m²
10° fall
1200
849
800
Gutter high point
106
Eaves
150mmØ DP
Coloursteel
1050
800
150mmØ DP
Coloursteel
Gutter high point
Glazed balcony
roof to detail
63mmØ DP
Coloursteel
Coloursteel gutter with 4000sqmm
MIN. cross sectional area
A
eaves
200m²
A
10° fall
B
10° fall
Barge
B
Barge
240m²
150mmØ DP Coloursteel
Coloursteel gutter (16,000sqmm
cross sectional area) at 1:100
MIN. fall to downpipe
Gutter high point
100mmØ DP Coloursteel
for canopy roof at first floor level
Canopy roof
63mmØ DP Coloursteel
1
A1301
PROPOSED ROOF PLAN
A3 SCALE 1 : 200
A1 SCALE 1 : 100
1
STAGE 2 BC DRAFT
2
3
4
REVISIONS
6
Project:
7
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
PROPOSED ROOF PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A1006
Date:
18/11/13
Revision:
1
PROPOSED LANDSCAPE PLAN
1
A2001
2
3
4300
4
8650
5
8650
6
8650
7
8650
2500
2480
A1 SCALE 1 : 100
Bottom of stairs
Timber retaining wall +/- 1500mm to +/-800mm
Boundary
1.8m high non visually permeable fence on boundary
Turning bay with
Yellow painted gobi
blocks or similar approved
Retaining walls to engineers details
1500mm Landscape strip between built structure and boundary
Site boundary
Landscape strip above
E
Landscape under open exit stairs
STAFF
BACK OF
HOUSE
65 m²
32
STAFF
34
31
D
New retaining wall
where needed
35
30
LIFT
8 m²
2
RC400
36
29
C
First Floor
Cantilever
Wheel
stops
37
5000
28
MAIN
ATRIUM
43 m²
Carparking
Boundary
5000
Gobi blocks or
similar approved
STAFF
Landscape Strip
5000
Landscape strip
33
maximum
gradient parrallel
to car parks1:20
27
B
38
1.8m high non visually
permeable fence on
boundary
Carparking
Up
500mm strip of grasses
A
26
Retaining wall to engineers details
WIND
LOBBY
16 m²
3m wide landscaping strip,
with 3m+ high trees min. 10m
apart with under planting no
more than 900mm high.
Entry D
Emergency Entry
& Service
Covered Entry
Bike rack area
AREAS:
Site area: 2506sqm
Maximum coverage: 45%
Proposed building coverage: +/- 30% (735sqm)
KEY:
39
Entry C
Entry B
Carparking
Loading bay &
Ambulance area
Entry A
Path
Wheel
stops
Site boundary
41
Existing retaining wall
42
1.5m landscape strip
1
Balcony over
RC400
Main landscaping (dotted hatch): 455m²
Landscaped wall: 70m²
Area around external stairs (vertical hatching): 15m²
Balcony area (diagonal hatching): 24m²
Total proposed: 564m²
12
11
10
9
8
7
6
Y
5
4
3
2
43
1
Path
44
Site Area: 2506m²
Required landscaping area: (25%) 625m²
Landscape elevation diagram
Car park surface
40
25
maximum
gradient
perpendicular to
car parks1:16
5000
Boundary
Lot 3 DP390475
LANDSCAPE KEY
TOTAL Site area 2506sqm Required area of
landscaping 25% - 626.5sqm
Proposed area of landscaping 25% - 633sqm
45
Y
NOTE: Refer to civil engineers drawings for details of carpark, paving and retaining walls
Landscaping - 410sqm
Sign
46
13
14
15
16
17
18
19
20
21
22
23
First Floor Deck - Green Space - 24sqm
Carpark landscaping-(using 500m strip
of grasses)- 75sqm
24
47
Carparking extra (using Gobi blocks or
similar approved) 122sqm
Site boundary
A3 SCALE 1 : 200
Total car parks provided: 47 + 1 LBV
Car Park Lighting
- Bollards
- Lights off building at front
- Soffit / Ambulance entry
Landscape strip
ENTRY
Site boundary
STAGE 2 BC DRAFT
REVISIONS
Confirm kerbs
Project:
Small sign
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
On street car parking TBC
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
PROPOSED LANDSCAPE PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A1007
Date:
07/01/14
Revision:
1
2
3
4
5
6
7
2
4
A2102
1
A2101
3
A2101
A2002
BB
AA
E
B
A
D
E
D
K
L
D102
Type 7
B
A3111
B
BACK OF
HOUSE
65 m²
2
A2101
D101
Type 7
3
B
E
U
2
A2101
1
A7101
Ea
K
W1
D103
Type 7
2
LIFT
A2001
M
A3133
sim
1
O
21
RC400
A2002
D104
Type 1
1
A1006
C
F
R.L 32.85 m
UP
Stairs
D109
Type 20
W2
1
VOID
N
sim
A3131
5
A3112
F
J
B
UP
H
W3
sim
CC
W12
W8
WIND
LOBBY
16 m²
F
A3112
W4
D105
Type 1
F
F
A3112
F
F
5
A3001
1
2
A3141
GROUND - REFERENCE FLOOR PLAN
A3 SCALE 1 : 200
5
W5
D106
Type 1
F
A3112
1
A3112
W6
D107
Type 1
D108
Type 10
2
5
A3141
W7
J
A
A2001
sim
2
W7
4
A2102
A1 SCALE 1 : 100
1
A2101
3
A2101
12
RC400
A2001
CLADDING TYPE/PROFILE
1
Wall No.
Core Structure
2
3
4
250mm precast concrete
250mm precast concrete
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
200mm precast concrete
200 series block wall
200 series block wall
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
90x90mm SG6 H1.2 treated timber framing, studs @ 400 ctrs
200mm thick precast concrete panel
140x45mm SG10 H1.2 treated timber framing, studs @ 300 ctrs
STAGE 2 BC DRAFT
7
Painted TBC
Painted TBC FRR 60/60/60 walls see fire report - in part FRR 90/90/90 walls see fire report
13mm plasterboard painted both sides
13mm plasterboard to standard rooms and Aqualine GIB for wet areas, painted
Painted TBC FRR 90/90/90 walls to fire report
Painted TBC
Nuwall cladding Profile type 3 on 20mm MIN. cavity system
Aluminium composite panel (Aliclad or similar approved) on 20mm MIN. cavity system
Aluminium composite panel (Aliclad or similar approved) on 20mm MIN. cavity system
Painted TBC
13mm gib plasterboard painted to interior, Nuwall cladding Profile type 3 on 20mm MIN. cavity system
A
J
K
L
M
N
O
P
R
S
U
X
AA
BB
CC
A
07.01.14
250mm thick precast panels
190mm masonry
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
2 x 90x45mm No.2 H1.2 timber framing, with 30mm acoustic gap between walls
170mm precast concrete
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
170mm precast concrete
140x45 SG10 H1.2 @ 300 ctrs, packed out to 300mm overall
90 x 90mm SG10 H1.2 treated timber framing @ 600 ctrs,
2 x 90x45mm No.2 H1.2 timber framing with 30mm acoustic gap between walls
2 x 90x45mm No.2 H1.2 timber framing, with 30mm acoustic gap between walls
H5 treated timber post retaining wall. See engineers drawings for details
Steel post H5 treated timber retaining wall. See engineers drawings for details
1200mm max H5 treated timber retaining wall
REVISIONS
A
BC Stage 2 REV A
Nuwall aluminium powdercoated cladding
Type 1 profile: MONO 190 colour: Feature TBC
Type 2 profile: RIPPLE 190 colour: TBC
Type 3 profile: MONO 190 colour: TBC
Aluminium composite cladding
Aliclad, colour TBC
07.01.14
Project:
Painted TBC
35mm timber strapping with 10mm plasterboard lining painted to interior, in part FRR 60/60/60 walls see fire report
13mm gib fyreline plasterbard lining* painted both sides
FRR 60/60/60 walls to fire report
13mm gib Fyreline plasterboard lining* both sides
FRR 60/60/60 walls to fire report
Nuwall cladding Profile type 3 on 20mm MIN. cavity system to exterior, painted interior
13mm plasterboard to standard rooms plus Aqualine GIB for wet areas, painted FRR 60/60/60 walls to fire report
45mm timber strapping, 13mm gib plasterboard lining painted to interior, paint to exterior TBC
Nuwall cladding Profile type 1 on 20mm MIN. cavity system (see elevations) to exterior, 13mm plasterboard painted lining
Nuwall cladding Profile type 2&3 on 20mm MIN. cavity system (see elevations) to exterior, 13mm plasterboard painted lining
2x13mm gib Noiseline plasterboard lining painted to both sides
2x13mm gib Noiseline plasterboard lining painted to both sides, aqualine gib plasterboard lining painted to wet areas
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
6
Exterior cladding/finish & Interior finish / Fire rating
ALL REINFORCING TO ENGINEERS DRAWINGS AND DETAILS.
All fixings to NZS3604:2011. Timber top plates fixed 2/90 3.15 end nails and 2 + wire dogs
All timber framing studs @ 600 ctrs and dwangs/nog at 800mm maximum ctrs.
All plasterboard to be gib stopped and painted to level 4 finish
*Fire rated timber walls to meet GIB Fire rated wall systems specification with 40mm x 2.8mm GIB nails at 300mm centres around sheet perimeter, 12mm from edge with all sheet joins over timber framing.
A
B
C
Ca
D
E
Ea
F
G
H
I
5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
REFERENCE GROUND FLOOR
PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1301
A
1
2
3
4
A2102
4
1
A2101
5
2
6
7
3
A2101
A2002
2
1
A3135
A3136
UP
UP
E
E
Ca
P
2
A2101
I
D201
Type 3
42
A3111
P
DWC11
Type 6
2
A2101
W20
D
DWC13
Type 14
05
D2 e 13
Typ
K
A7101
D
O
D204
2
Type
O
K
1
1
X
ACCWC12
P
X
R
A
A2001
D242
8
Type
07.01.14
3
21
RC400
A2002
O
A3112
C
C
CON
1
O
5
A2102
A3130
5
A2102
D203
Type 2
W33
R.L 37.20 m
W21
I
B
B
R
M
W22
M
J
W32
W23
D202
Type 17
A
A
R.L 37.08 m
sim
sim
4
4
G
4
A3112
S
A3112
1
A3112
S
A3101
R
5
A3001
4
A2102
1
A3 SCALE 1 : 200
A1 SCALE 1 : 100
CLADDING TYPE/PROFILE
1
Core Structure
2
3
4
250mm precast concrete
250mm precast concrete
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
200mm precast concrete
200 series block wall
200 series block wall
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
90x90mm SG6 H1.2 treated timber framing, studs @ 400 ctrs
200mm thick precast concrete panel
140x45mm SG10 H1.2 treated timber framing, studs @ 300 ctrs
STAGE 2 BC DRAFT
5
Painted TBC
Painted TBC FRR 60/60/60 walls see fire report - in part FRR 90/90/90 walls see fire report
13mm plasterboard painted both sides
13mm plasterboard to standard rooms and Aqualine GIB for wet areas, painted
Painted TBC FRR 90/90/90 walls to fire report
Painted TBC
Nuwall cladding Profile type 3 on 20mm MIN. cavity system
Aluminium composite panel (Aliclad or similar approved) on 20mm MIN. cavity system
Aluminium composite panel (Aliclad or similar approved) on 20mm MIN. cavity system
Painted TBC
13mm gib plasterboard painted to interior, Nuwall cladding Profile type 3 on 20mm MIN. cavity system
J
K
L
M
N
O
P
R
S
U
X
AA
BB
CC
A
07.01.14
250mm thick precast panels
190mm masonry
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
2 x 90x45mm No.2 H1.2 timber framing, with 30mm acoustic gap between walls
170mm precast concrete
90x45mm No.2 H1.2 treated timber framing, studs @ 600 ctrs
170mm precast concrete
140x45 SG10 H1.2 @ 300 ctrs, packed out to 300mm overall
90 x 90mm SG10 H1.2 treated timber framing @ 600 ctrs,
2 x 90x45mm No.2 H1.2 timber framing with 30mm acoustic gap between walls
2 x 90x45mm No.2 H1.2 timber framing, with 30mm acoustic gap between walls
H5 treated timber post retaining wall. See engineers drawings for details
Steel post H5 treated timber retaining wall. See engineers drawings for details
1200mm max H5 treated timber retaining wall
REVISIONS
A
BC Stage 2 REV A
7
Project:
Nuwall aluminium powdercoated cladding
Type 1 profile: MONO 190 colour: Feature TBC
Type 2 profile: RIPPLE 190 colour: TBC
Type 3 profile: MONO 190 colour: TBC
Aluminium composite cladding
Aliclad, colour TBC
Painted TBC
35mm timber strapping with 10mm plasterboard lining painted to interior, in part FRR 60/60/60 walls see fire report
13mm gib fyreline plasterbard lining* painted both sides
FRR 60/60/60 walls to fire report
13mm gib Fyreline plasterboard lining* both sides
FRR 60/60/60 walls to fire report
Nuwall cladding Profile type 3 on 20mm MIN. cavity system to exterior, painted interior
13mm plasterboard to standard rooms plus Aqualine GIB for wet areas, painted FRR 60/60/60 walls to fire report
45mm timber strapping, 13mm gib plasterboard lining painted to interior, paint to exterior TBC
Nuwall cladding Profile type 1 on 20mm MIN. cavity system (see elevations) to exterior, 13mm plasterboard painted lining
Nuwall cladding Profile type 2&3 on 20mm MIN. cavity system (see elevations) to exterior, 13mm plasterboard painted lining
2x13mm gib Noiseline plasterboard lining painted to both sides
2x13mm gib Noiseline plasterboard lining painted to both sides, aqualine gib plasterboard lining painted to wet areas
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
6
Exterior cladding/finish & Interior finish / Fire rating
ALL REINFORCING TO ENGINEERS DRAWINGS AND DETAILS.
All fixings to NZS3604:2011. Timber top plates fixed 2/90 3.15 end nails and 2 + wire dogs
All timber framing studs @ 600 ctrs and dwangs/nog at 800mm maximum ctrs.
All plasterboard to be gib stopped and painted to level 4 finish
*Fire rated timber walls to meet GIB Fire rated wall systems specification with 40mm x 2.8mm GIB nails at 300mm centres around sheet perimeter, 12mm from edge with all sheet joins over timber framing.
A
B
C
Ca
D
E
Ea
F
G
H
I
3
A2101
12
RC400
A2001
LEVEL 01 - REFERENCE FLOOR PLAN
A2001
Wall No.
1
A2101
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
REFERENCE FIRST FLOOR
PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1302
A
1
2
3
4
A2102
4
5
6
7
3
A2101
1
A2101
2
1
A2002
A3151
1
A3121
E
E
2
A2101
2
A2101
1
21°
21°
D
21°
A7101
D
1
21
A2001
RC400
A2002
2
A3122
1
A3122
C
C
5
A2102
10°
5
A2102
10°
B
10°
B
A
A
3
A3121
4
A2102
1
A2001
5
A3001
1
A2101
12
3
A2101
RC400
A2001
ROOF REFERENCE PLAN
A3 SCALE 1 :1200
STAGE 2 BC DRAFT
A1 SCALE 1 : 100
2
3
4
REVISIONS
6
Project:
7
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
REFERENCE ROOF PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A1303
Date:
18/11/13
Revision:
1
2
3
4300
4
8650
2550
2550
3300
8650
3300
3300
3300
5
8650
6
7
8650
2500
3300
255 999 300
200 1860 190 450
5000
190 1750 190 1945
E
2160
190
1650
1700
190
3510
1300
C
2160
1990
UP
5000
3950
250
8100
750
2600
5000
3000
2095
250
D
50
B
5000
A
07.01.14
50
A
3340
100 600 2000
5000
100
UP
140
7900
4050
1
250
5000
500
260
8150
500
3390
8150
500
7900
640
25450
GROUND - DIMENSION FLOOR PLAN
A2001
A3 SCALE 1 : 200
A1 SCALE 1 : 100
STAGE 2 BC DRAFT
1
2
3
4
REVISIONS
A
BC Stage 2 REV A
Project:
6
7
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
DIMENSION GROUND FLOOR
PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1401
A
1
2
5852
3
4300
4
8650
8650
5
6
8650
8650
7
2500
3060
Rising
17848
1000
2805
Landing
8280
Rising
UP
1000
1500
2480
UP
1720
1207 610
2804
2550
3000
5000
1033
2550
1530
200
E
1710
1568
E
1300
1855
2550
1905
Lift
A
07.01.14
C
4455
2475
2600
5000
1700
1328
D
1650
D
C
1985
B
5000
3076
B
R.L 37.20 m
13858
5000
Void
15465
CON
3059
3000
A
100
A
1050
Balcony
2400
3045
R.L 37.08 m
540 1430
Canopy
8475
177
100 EQ. 100 EQ. 100 EQ. 100 EQ. 100
2501060
1
A2001
1730
16240
8650
8650
2500
185
LEVEL 01 - DIMENSION FLOOR PLAN
A3 SCALE 1 : 200
A1 SCALE 1 : 100
1
STAGE 2 BC DRAFT
2
3
4
REVISIONS
A
BC Stage 2 REV A
Project:
6
7
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
DIMENSION FIRST FLOOR PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A1402
A
1
2
5852
3
4300
4
8650
5
8650
6
7
8650
8650
2500
8650
8650
2500
17848
42030
4130
8650
8650
800
750
1500
eaves
450
E
7170
21°
21°
5000
10000
1420
21°
1700
6245
21950
21950
C
D
3655
5000
9900
D
5000
7400
5000
1440
1700
1150
E
C
10°
14780
5000
5000
4024
B
5000
1200
1200
A
1939
1200
A
eaves
5000
10°
10°
10950
B
800
Eaves
7441
1050
8650
8650
8650
1
2500
800
38950
8650
A2001
8650
ROOF DIMENSION PLAN
A3 SCALE 1 : 200
A1 SCALE 1 : 100
1
STAGE 2 BC DRAFT
2
3
4
REVISIONS
6
Project:
7
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
DIMENSION - ROOF PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A1403
Date:
18/11/13
Revision:
C
B
4075
Precast full height concrete panels
PC Alum. cladding
2
A2101
2550
1900 +/-
2550
Concrete
Full height concrete
with Nu-wall cladding
painted
painted
2600
EXTERNAL MOISTURE RISK MATRIX: South Elevation
Wind zone:
Number of storeys:
Roof/Wall intersection:
Eaves width:
Envelope complexity:
Deck Design:
TOTAL:
Precast concrete wall
5
A2102
575
1420
Precast concrete panels
170 concrete wall
Horizontal rebates in concrete
750
3000
500
2450
3450
R.L 40.45 m
W33
600
beam
W10
NGL
Feature horizontal rebate
joints in pre-cast concrete
Precast
concrete joint
W9
Ceiling height
250 580 300 778
PANEL HEIGHT
40.45 m
3025
800
South Elevation
1
A3 SCALE 1 : 200
A1 SCALE 1 : 100
Sign 1:
15m² consented
Sign 2:
23m² consented
Sign 3:
4m² consented
Sign 4:
3m² consented
Sign 5:
2m² consented
TOTAL Signage: 47m²
Window
GROUND
33.00 m
750 533
750
2000
5
A2102
2950
700
1900
15m² proposed
23m² proposed
4m² proposed
3m² proposed
2m² proposed
CLADDING TYPE/PROFILE
Car park
foot path
3
1
1
4
SIGNAGE AREAS
LEVEL 01
37.20 m
W11
A1301
High:
1
Two
2
Roof-to-wall intersection fully exposed:
Over 600 mm for two storey:
Simple yet two claddings:
Cantilevered at first-floor level:
12 Medium Risk
Existing ground level
W8
Proposed ground level.
See engineers drawings for
levels and retaining details
Wind zone:
Number of storeys:
Roof/Wall intersection:
Eaves width:
Envelope complexity:
Deck Design:
TOTAL:
Glass roof over balcony
550
Vertical joints in precast
concrete panels
3
1
0
EXTERNAL MOISTURE RISK MATRIX: East Elevation
850
2700
R.L 41.06 m
Window
High
1
Two
2
Roof-to-wall intersection fully exposed:
Over 600 mm for two storey:
Simple rectangular, with single cladding type:
No deck:
0
7 Medium Risk
1200
eaves
Precast
concrete wall
R.L 41.48 m
1000 1000 1000 1000 1000
11200
2550
70
14
Boundary
Line of roof behind parapet
A
5900
1900
D
10125
1000 1000 1000 1000 1000
E
Nuwall aluminium powdercoated cladding
Type 1 profile: MONO 190 colour: Feature TBC
Type 2 profile: RIPPLE 190 colour: TBC
Type 3 profile: MONO 190 colour: TBC
Aluminium composite cladding
Aliclad, colour TBC
wind lobby
2
A2101
A
07.01.14
4
A2102
1
1
A2101
3
A2101
2
3
4
5
6
7
42115 mm O/A
Precast concrete walls
Vertical sign concrete behind
800
0.55 BMT Colorsteel roof
Powder coated aluminium
Nuwall cavity cladding - Type 2
S
I
G
N
PANEL HEIGHT
40.45 m
W32
W31 1162
W30
1080
W29
540
890 W28
1830
W27
1118
D109
Type 20
Planter box and tension
rods for green wall effect
1050
Powder coated aluminium Nuwall
cavity cladding - Type 1
Powder coated aluminium composite
canopy cladding
SIGN2
SIGN3
110 DP
GROUND
33.00 m
Aliclad cladding on cavity system
SIGN4
D103
Type 7
D107
Type 1
D108
Type 10
pre-cast shear wall Column
4
A2102
East Elevation
A3 SCALE 1 : 200
W23
100dia DP for canopy see canopy plan A3101
Aliclad cladding on cavity system
A1301
1740
Position of eng. brace
90
2
W24
800
1
LEVEL 01
37.20 m
A
1392 W25
502
1
A3103
07.01.14
W26
200
eaves
Powder coated aluminium
Nuwall cavity cladding - Type 3
Shopfront W7
Column
Shopfront W6
D106
Type 1
Column
1
A2101
D105
Type 1
Shopfront W5
Column
Shopfront W4
A
07.01.14
2500
Column 1st floor cantilever
Landscaping under stairs
3
A2101
A1 SCALE 1 : 100
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
EXTERIOR ELEVATIONS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
16/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A2001
A
A
B
C
5
A2102
D
E
2
A2101
Lightweight plant fixed louvre screen
EXTERNAL MOISTURE RISK MATRIX: North Elevation
1420
Wind zone:
Number of storeys:
Roof/Wall intersection:
Eaves width:
Envelope complexity:
Deck Design:
TOTAL:
Boundary
Powdercoated aluminium Nuwall
cladding on cavity sytem - Type 1
1200
45°
PANEL HEIGHT
40.45 m
Powder coated aluminium
Nu-wall cladding on light
weight framed wall - Type 3
Propriotary vertical blades louvre system,
solar protection north facing to 1st floor
LEVEL 01
37.20 m
W22
W21
W20
Wind zone:
Number of storeys:
Roof/Wall intersection:
Eaves width:
Envelope complexity:
Deck Design:
TOTAL:
SIGN5
Powder coated aluminium
Nu-wall cladding Type 3 on
cavity system on 200 series
block wall
3m shopfront
GROUND
33.00 m
W3
D102
Type 7
W2
Sign 1:
15m² consented
Sign 2:
23m² consented
Sign 3:
4m² consented
Sign 4:
3m² consented
Sign 5:
2m² consented
TOTAL Signage: 47m²
D101
Type 7
07.01.14
5
A2102
2
A2101
A3 SCALE 1 : 200
7
3
1
15m² proposed
23m² proposed
4m² proposed
3m² proposed
2m² proposed
CLADDING TYPE/PROFILE
North Elevation
1
A1301
High:
1
Two
2
Roof-to-wall intersection fully exposed:
Over 600 mm for two storey:
Simple shape:
0
No deck:
0
7 Medium Risk
SIGNAGE AREAS
A
Sign on Aliclad cladding on
cavity system on timber framing
0
1
1
EXTERNAL MOISTURE RISK MATRIX: West Elevation
2700
W1
High:
1
Two
2
Roof-to-wall intersection fully protected:
Over 600 mm for two storey:
Simple yet, two cladding types:
No deck:
0
5 Low Risk
A1 SCALE 1 : 100
6
5
4
8310
2
Lightweight louvres
3
A2101
0.55 BMT Colorsteel roof
1
A2101
3
1590
Precast concrete wall
A
07.01.14
14250
6sqm of windows
1
4
A2102
Plant structure to engineers
details (monkey toe system)
2480
10sqm of window
Nuwall aluminium powdercoated cladding
Type 1 profile: MONO 190 colour: Feature TBC
Type 2 profile: RIPPLE 190 colour: TBC
Type 3 profile: MONO 190 colour: TBC
Aluminium composite cladding
Aliclad, colour TBC
2635
150mm gap under screen
R.L 43.23 m
Timber retaining wall
A
P
07.01.14
350
1000
1400
W45
1100
LEVEL 01
37.20 m
1000 1300
3250
10228
PANEL HEIGHT
40.45 m
4200
1100 500
1860
W44
1340 450400 1100 450500 500
W43
W42
1740
W41
1060 500
1860
W40
1340
1000
1050 450400500
1860
W39
W38
W37
1340
1150
1750
400 1150
W36
1750
1740
1145 400 815 405 860
W35
W34
W46
860
860
Existing ground level
Rebates in concrete
Internal gutter behind
parapet and overflow
1000 1000 1000 1000 1000
Horizontal rebates/grooves
20x20mm
Proposed ground level.
See engineers drawings
for details and levels
1140
W47
Painted precast concrete panels. See engineers drawings for details
GROUND
33.00 m
Retaining wall to engineers detail
3300 EQ
3300 EQ
EQ
EQ
EQ
3300
3300
EQ
EQ
EQ
EQ
2480
2500
2465
A3 SCALE 1 : 200
A1 SCALE 1 : 100
3
A2101
1
A2101
REVISIONS
A
BC Stage 2 REV A
4
A2102
Project:
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
250
West Elevation
2
A1301
STAGE 2 BC DRAFT
2385
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
EXTERIOR ELEVATIONS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A2002
A
E
D
C
2
A2101
B
A
E
D
5
A2102
C
B
2
A2101
A
5
A2102
2
A3122
Sim
2
A3001
1
2
A3001
A3001
3
R.L 40.46 m
Roof void
PANEL HEIGHT
40.45 m
A
PANEL HEIGHT
40.45 m
Timber boundary fence
56
A3102
1800
LEVEL 01
37.20 m
4200
1200
Engineer to confirm
drain detail
3000
1100
Timber retaining
wall height
varies - to
engineers detail
3250
07.01.14
1800
1800 Timber
boundary fence
2778
Roof void
A3121
LEVEL 01
37.20 m
Engineer to confirm
drain detail
700
GROUND
33.00 m
GROUND
33.00 m
2
A2101
2
A2101
5
A2102
Services duct
Section 3
3
A1301
Section 1
1
A1301
A3 SCALE 1 : 200
5
A2102
A3 SCALE 1 : 200
A1 SCALE 1 : 100
A1 SCALE 1 : 100
4
A2102
1
3
1
A2101
2
3
A2101
3
A3001
4
5
6
7
Platform to engineers detail
(Monkey Toe System)
4
A3001
3250
PANEL HEIGHT
40.45 m
Line of retaining wall
to engineers detail
LEVEL 01
37.20 m
Steel galv. stairs and powder
coated aluminim balustrade
BACK OF
HOUSE
Engineer to reduced
ground level
GROUND
33.00 m
Section 2
2
A1301
A3 SCALE 1 : 200
4
A2102
A1 SCALE 1 : 100
STAGE 2 BC DRAFT
1
A2101
3
A2101
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
BUILDING SECTIONS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A2101
A
E
D
C
B
A
3 / 200 UB25 lifting beams to eng. details
Timber boundary fence
1800
3850
PANEL HEIGHT
40.45 m
LEVEL 01
37.20 m
Engineer to confirm
drain detail (below
first floor level)
MAIN
ATRIUM
Lift
BACK OF
HOUSE
GROUND
33.00 m
200 series block under the half landing
Section 4
4
A1301
A3 SCALE 1 : 200
A1 SCALE 1 : 100
4
A2102
1
1
A2101
2
3
A2101
3
4
5
6
7
3
A3122
1
A3122
PANEL HEIGHT
40.45 m
1
A3111
Retaining wall
Existing gound level
LEVEL 01
37.20 m
Existing ground level on boundary
Reduce ground level
MAIN
ATRIUM
Steel stairs and powder
coated aluminium
balustrade
Sim
1
A3141
GROUND
33.00 m
4
A2102
3
A2101
Section 5
5
A1302
1
A2101
A3 SCALE 1 : 200
A1 SCALE 1 : 100
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
BUILDING SECTIONS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 100 @ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A2102
Date:
18/11/13
Revision:
1
E
A
2
A2101
6
A
7
4
A3120
1
A3121
PANEL HEIGHT
40.45 m
PANEL HEIGHT
40.45 m
PANEL HEIGHT
40.45 m
2
Block retaining wall
to engineers detail
PANEL HEIGHT
40.45 m
PANEL HEIGHT
40.45 m
Existing ground level
A3105
4
Sim
A3113
5
A3102
LEVEL 01
37.20 m
LEVEL 01
37.20 m
LEVEL 01
37.20 m
LEVEL 01
37.20 m
LEVEL 01
37.20 m
Reduce ground level
to engineers details
1
A3104
3
A3113
R.L 33.00 m
1
R.L 32.98 m
R.L 32.85 m
GROUND
33.00 m
GROUND
33.00 m
GROUND
33.00 m
GROUND
33.00 m
100
GROUND
33.00 m
50
A3141
2
A2101
Wall Section A
2
A2101
A3 SCALE 1 : 100
A1 SCALE 1 : 50
STAGE 2 BC DRAFT
Wall Section B
1
A2101
A3 SCALE 1 : 100
A1 SCALE 1 : 50
Wall Section C
3
A2101
A3 SCALE 1 : 100
REVISIONS
Wall Section D
4
A2101
Project:
A3 SCALE 1 : 100
A1 SCALE 1 : 50
Wall Section E
5
A1301
po box 14214, tauranga MC 3143, new zealand
A1 SCALE 1 : 50
A3 SCALE 1 : 100
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
A1 SCALE 1 : 50
BETHLEHEM MEDICAL HUB
REFERENCE WALL SECTIONS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 50
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3001
Date:
18/11/13
Revision:
3
4
5
6
7
30320 mm O/A
5
A3001
A
5
A3102
150 dia DP. Fit with Dektite where
it penetrates membrane gutter
300x300 sump with
100dia overflow
High point of gutter
FALL 1:100
8650
300x300 sump with
100dia overflow
1:100 FALL
2500
3
A3101
150 dia DP. Fit with Dektite where
it penetrates membrane gutter
High point of gutter
FALL 1:100
1:100 FALL
High point of gutter
Bondor Metric insulated roofing
panel on RHS steel outriggers with
with manufacturers male and female
slip join every 1000mm +/-
300x150 sump with
100dia overflow
A
FALL 1:100
FALL 1:100
1:100 FALL
2400
150 dia DP. Fit with
Dektite where it
penetrates membrane
gutter
300x300 sump with
100dia overflow
1730
185
8650
2400
8650
300
140
RHS purlins to suit
200 x 100 RHS cantilevered steel
@ 2885crs to engineers detail
1750mm cantilevered purlins see
engineers drawings for details
1750
Canopy roof plan
1
A1302
A1 SCALE 1 : 50
A
A
Selected horizontal Nu-wall
cladding on a drained cavity
and manufacturer approved
building paper
R2.2 insulation to wall space
140x45 timber wall framing at
600 crs with nogs @ 800crs
and 13mm Gib plasterboard
75 mm
opening
15
100
0.55 BMT Colorsteel Endura flashing
50
LEVEL 01
37.20 m
Nuroply 3P double layer waterproof
membrane system over 18mm H3
plywood substrate
Bondor Metric profiled insulated
roofing panel or similar approved
0.55 BMT Colorsteel Endura fixed
through polyurethane sealant
LEVEL 01
37.20 m
Min. 50
High point of gutter beyond
160
0.55 BMT Colorsteel Endura fixed
through polyurethane sealant
175mm colorsteel commercial
spouting system
70mm R1.6 Fibreglass
insulation or 90mm EPS
polystyrene
9mm Fibre cement
with flush stopped
joints for paint finish
90mm H1.2
strapping over DPC
ACM sealant on
backing rod
Edge beams to
engineers details
390
3
440
200 x 100 RHS cantilevered rafter refer to Structural Engineers draings
Recessed LED light fitting in ACM
bulkhead
Canopy gutter detail
4
A1 SCALE
1:5
Canopy to bulkhead section detail
A3101
A1 SCALE
1:5
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
CANOPY DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3101
Date:
18/11/13
Revision:
A
Selected horizontal Nu-wall
cladding on a drained cavity
and manufacturer approved
building paper
R2.2 insulation to wall space
140x45 timber wall framing at
600 crs with nogs @ 800crs
and 13mm Gib plasterboard
Draining cavity closer
0.55 BMT Colorsteel Endura flashing
Nuroply 3P double layer waterproof
membrane system over 18mm H3
plywood substrate
150
15
LEVEL 01
37.20 m
0.55 BMT Colorsteel
Endura end capping
Bondor Metric profiled insulated roofing
panel at 3 degree pitch with
manufacturers male and female slip join
32°deg
Min. 50
High point of gutter beyond
RHS (120x80) purlins to suit
fall, to engineers detail
0.55 BMT Colorsteel Endura fixed
through polyurethane sealant
300
ACM sealant on
backing rod
Concrete columns to engineers details.
Strapped and lined to tenants
requirements
LEVEL 01
37.20 m
Selected aluminium composite material
cladding on the manufacturers cavity
system and recommended building paper
DPC
Nuroply 3P double layer waterproof
membrane system over 18mm H3
plywood substrate
15
Recessed LED light fitting in ACM
bulkhead
High point of gutter beyond
Min. 50
Edge beams to
engineers details
0.55 BMT Colorsteel Endura flashing
400
100
40
Draining cavity closer
50
Double tee flooring to
engineers details
A
200 x 100 RHS cantilevered rafter refer to Structural Engineers draings
0.55 BMT Colorsteel Endura fixed
through polyurethane sealant
90x45mm H1.2 timber framing with
R2.2 wall insulation
Ceilings to be installed as
part of Tenants fitout
ACM sealant on
backing rod
Continuous air seal
on backing rod
Powdercoated aluminium
window head
400
Selected aluminium glazed 100mm
shopfront joinery
5
A2101
Canopy Detail
A1 SCALE
Line of overflow pipe
6
Canopy sump detail
A2101
A1 SCALE
REVISIONS
1:5
Project:
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Selected aluminium composite material
cladding on the manufacturers cavity
system and recommended building paper
DPC
1:5
STAGE 2 BC DRAFT
Proprietary rainwater sump with built
in overflow. Connect dropper into
adjacent downpipe. Overflow to
penetrate bottom of bulkhead and be
sealed with ACM sealant
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
CANOPY DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3102
Date:
18/11/13
Revision:
A
Holes in aluminium posts for
stainless steel horizontal
cables/tensioners and gromets (for
climbing plants)
Selected horizontal Nu-wall
cladding on a drained cavity
and manufacturer approved
building paper
R2.2 insulation to wall space
Continue membrane
150mm up the framed wall
Selected non-slip tiles on
Deckjak system
150
Draining cavity closer
Nuroply 3P double layer waterproof
membrane system laid to 1.5 deg fall MIN.
45
12
225
Allproof 168.65OFLOW
overflow outlet. Dress
membrane into outlet and
fix with clamp ring
ACM capping with 5deg fall
Dress membrane up and over
H3.2 timber packer
12
LEVEL 01
37.20 m
50
15
120
35
LEVEL 01
37.20 m
Allproof 168.65DCR gutter outlet.
Dress membrane into outlet and fix
with clamp ring
45
12
Proprietary powdercoated aluminium
balustrade system with toughened
safety glass infill panels. Support
rails on brackets off aluminium
frames
100
140x45 timber wall framing at
600 crs with nogs @ 800crs
and 13mm Gib plasterboard
Mortared fillet
50
Double tee flooring to
engineers details
40
Edge beams to
engineers details
400
ACM sealant on
backing rod
65 dia outlet pipe to return into
side bulkhead and connect to
adjacent 150dia downpipe
within bulkhead
Option for planter to be fixed to
outer edge of balcony, supported
on stainless steel brackets to detail
(with microjet irrigation and timer)
400
65 dia overflow pipe - finish
50mm below the bulkhead
and seal with proprietary
ACM sealant system
Recessed LED light fitting in ACM
bulkhead
Concrete columns to engineers details strapped and lined to tenants
requirements
DPC
Selected aluminium composite material
cladding on the manufacturers cavity
system and recommended building paper
Recessed LED light fitting in ACM
bulkhead
90x45mm H1.2 timber framing with
R2.2 wall insulation
Powder coated aluminium frame with
stainless steel fixings bolted to slab refer to engineers detail
Balcony overflow detail
2
A1 SCALE
1
A3001
1:5
Balcony Detail
A1 SCALE
1:5
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
BALCONY DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3104
Date:
07/01/14
Revision:
230x75 PFC. refer to eng dwgs for details
A
R2.6 Insulation to roof space
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
1200mm Eave
Check all eaves, gutters and fixtures are within the Resource Consent height control restrictions
10°
200x75 PFC outrigger. Refer
to eng dwgs for details
PANEL HEIGHT
40.45 m
250x15 DHS Purlins
Steel Portal frame. Refer to
Eng. DWGs for detail
R2.6 insulation to roof space
230 x 75 PFC refer to
eng dwgs for details
200
4.5mm fibre cement soffit lining
10mm plasterboard interior lining
Selected Nuwall cladding on 40mm drained cavity
and building wrap with propriatary fixings and
closers to manufacturers details
Selected coloursteel gutter and
downpipe to match roof spec
140X45 Timber wall framing
@ 600crs with nogs @
800crs and 13mm Gib
plaster board
R.L 39.90 m
Suspended acoustic ceiling, insulation and heights
to be confirmed during fitout application.
Powder coated auminium glazed sloped
canopy roof to detail by specialist. Fixed t
powder coated aluminium box profile frame
Selected 0.55 BMT colorsteel
gutter, fascia and downpipes
Continuous air seal
on backing rod
Head flashing to suit Nuwall cladding by specialist
Powder coated aluminium
glazed window head of
100mm shop front joinery
2
Canopy roof detail
A3001
A1 SCALE
1:5
100x50 Powder coated aluminium
extrusion by specialist
PC Aluminium box profile frame to suit
Tensioners and stainless steel
wires for climbing plants
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
BALCONY DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3105
Date:
18/11/13
Revision:
6
7
280 mm
Timber framed wall
Rebate in concrete floor
190mm block wall as
specified by engineer
410UB Portal frame to
engineers details
Edge of car park
PEF rod with sealant
275mm concrete canilever to
engineers details
Nuwall cladding on cavity
system. DPC between all
timber and concrete block
Powder coated aluminium
joinery with Powder coated
aluminium service door,
with louvre infil
A
07.01.14
Rebate in concrete floor
225 mm
concrete topping
LEVEL 01
37.20 m
300 mm
A1301
A1 SCALE
1:5
Double Tee
800 mm shell beam on Grid C
Wall detail
3
Selected feature Nu-wall
cladding to specification on
40mm cavity and building wrap
120
450
Edge beam
Recessed LED light fitting
Impervious layer between
batten and Nuwall cladding
1100
R.L 36.79 m
Suspended insulated timber
bulkhead with 4.5mm fibre
cement soffit lining
DPC between all concrete
and timber members
Drainage holes for cavity battens
Selected Nuwallcladding on 40mm
cavity on building paper to
specification
Selected powder coated
composite panel on 40mm cavity
on building paper to specification
Fire rated sealant in fire rated
walls and backing rod
Line of concrete precast panel join
Line of concrete panel behind
Powder coated aluminium
head flashing by specialist
Powder coated aluminium
glazed window head of
100mm shop front joinery
500
concrete column
Selected Nuwall cladding on
40mm cavity on building paper
to specification
10
15
15
50
25
300
45
50
15 15 15
Continuous air seal
on backing rod
100
Head flashing to suit Nuwall
cladding by specialist
15
1
A2102
Cantilever detail
A1 SCALE
1:5
Typical concrete panel join detail
2
A1302
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
1:2
Typical concrete rebate
4
A1302
A1 SCALE
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
A1 SCALE
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
WALL TO FLOOR DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3111
A
1:2
5
2
26
90
28
90
26
Acostic intertenancy wall 2x13mm
plasterboard, 90mm framing
28mm air gap, 90mm framing,
2x13mm plasterboard
Protection to the
services duct to be
designed in accordance
with the building code
and compliance
documents once all
services are confirmed
Strap and line concrete
elements with DPC, 20mm strapping
and 13mm gib plaster board or similar
SERVICES DUCT
500sq concrete column.
refer to eng dwgs for details
Strap and line concrete
elements with DPC, 20mm
strapping and 13mm gib plaster
board or similar
90mm timber framing with
R2.2 wall insulation and
13mm gib plasterboard
lining or similar
500sq concrete column.
refer to eng dwgs for details.
100mm Shop
front joinery
DPC between all
timber and steel
Steel portal frame.
See engineers
drawing for details
Cut and epoxy
flashing into tilt slab
DPC between all concrete and timber
LIFT LOBBY
C
C
100mm Shop front joinery
100mm Shop front joinery
Cut and epoxy
flashing into tilt slab
A
A
A
100
07.01.14
Aliclad cladding on 20mm drained
cavity
90x45 timber framing @
600crs nogs @ 800crs with
R2.2 insulation
250mm Concrete tilt slab.
Refer to eng dwgs for details
Sealant on PEF rod by specialist
2
Aliclad cladding on 20mm min. drained cavity,
joints and seals to manufacturers details
A
Down pipe, see
roof plan for sizes
150mm colorsteel
downpipe
Stair handrail
Shopfront column plan detail
5
07.01.14
A1301
A1 SCALE
EXTERIOR
1:5
5
Corner column to precast wall plan detail
1
A1301
A1 SCALE
INTERIOR STAIR WAY
6
1:5
5
Strap and line concrete
elements with DPC, 20mm strapping
and 13mm gib plaster board or similar
100mm Shop front joinery
Sealant on PEF rod by specialist
Column below
2
410 UB refer to eng dwgs
for details
A
07.01.14
90x45 timber framing @
600crs nogs @ 800crs with
R2.2 insulation
90x90 SG10 H1.2 timber framed wall @
600crs nogs @ 800crs with R2.2 insulation.
Aliclad cladding on 20mm
drained cavity over building
paper
A
5
A1301
A1 SCALE
4
6
A1 SCALE
1:5
Selected Horizontal Nu-Wall
cladding on 40sq drained cavity
over building paper
150sq Colorsteel downpipe
A
Corner column plan detail
Column plan detail
A
500sq concrete column.
refer to eng dwgs for details
2
3
A1302
Column plan detail 02
A1302
A1 SCALE
1:5
1:5
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
COLUMN DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3112
A
20mm fibrecement sheet over services trench
Screw fixed at 2400mm ctrs
Compressible
neoprene gasket
Silicone flexi joint
GROUND
33.00 m
Steel angle fixed to concrete
trench walls on building paper
E
Concrete services trench to
engineers details
Connection joint
2
A3113
A1 SCALE
1:2
Polystyrene protective
layer for Volclay system
1
Backfill to engineers details
170
R.L 37.20 m
20mm fibrecement sheet over services
trench screw fixed at 2400mm ctrs
110mm topping with
reinforcing mesh to engineers
details
Voclay voltex bonded to
precast panel in precast forms
at precast yard to manufacturers
requirements
160
110
concrete
Volclay Voltex termination
detail to manufactuers
details as shown above
concrete
Silicone flexi joint
2
Soakage drain and scoria
backfill by engineer
A3113
GROUND
33.00 m
300TT flooring, 110mm
topping to engineers details
250
Concrete retaining wall, reinforcing and concrete slab to engineers details
Fill to engineers
specification.
External ground level to be
below first floor level.
700
Polystyrene protective
layer for Volclay system
LEVEL 01
37.20 m
Concrete services trench to
engineers details
VOLCLAY Voltex to details and
specification or similar approved
Volclay Waterstop and
membrane overlaps to
manufacturers requirements
Volclay Voltex to manufacturers details
Reinforcing, roughening, bars and concrete to engineers details
Void between precast shims must be grouted to Volclays details
4
A3001
Beam/Wall Junction 3
A1 SCALE 1 : 10
3
A3001
STAGE 2 BC DRAFT
A1 SCALE 1 : 10
REVISIONS
Project:
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Concrete slab on 25mm sand blinding
and 100mm MIN. hardfill on earth
unless specified otherwise by engineer
Wall to footing detail
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
RETAINING WALL DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3113
Date:
18/11/13
Revision:
Top of soaker located behind head flashing
Soaker formed over batten & into channel
HEAD
Notch out around soaker any fin on rear of board
Trim
Impervious barrier (MDPE or
similar) between batten &
cladding
Starter Strip
Wall Underlay folded into opening
Drained & vented cavity as per
NZBC Clause E2/AS1(section 9.1.8)
Sealant between flashing and
Ref NW-H015C & NW-H016C for head flashing detail
Flashing tape or second layer of
Wall Underlay over flashing upstand
15mm drip edge
5mm gap
10mm
NC227
Plastic Soaker
Coloursteel flashing
by specialist
35mm minimum flashing upstand
10mm cover
Joinery head flashing with 15° slope &
20mm stopend (Extends 50mm
each side of window opening)
4.5mm fibre cement
soffit lining
Snip and bend or remove mid fin
to allow drainage path.
Air seal over PEF Backing rod
Closed cell PVC foam tape
Flexible flashing tape at corners
Jamb Flashing Cap
Plastic Soaker formed to direct
moisture into channel of board.
Ref NW-H014C
NOTE 1:
Drained & vented cavity
per NZBC Clause
E2/AS1 (section 9.1.8)
SILL
Trim
Wall Underlay
Top of soaker located behind jamb flashing
NC227
Plastic Soaker
Notch out around soaker any fin on rear of board
Horizontal Cladding over Drained & Vented Cavity Soffit Trim
Horizontal Cladding over Drained & Vented Cavity Window Head - Full Board
Closed-Cell
PVC Foam Tape
Jamb Flashing Cap
Impervious barrier
(MDPE or similar) between
batten & cladding
Fixing 2.8mm x 50mm Hot Dip
Galv. Clouts @ 400mm centres
10mm cover
Jamb Flashing Base
Flexible flashing tape
100mm minimum up jamb
Jamb
Air seal over PEF backing rod
Fixing 2.8mm x 50mm Hot Dip
Galv. Clouts @ 400mm centres
Soaker formed into channel
NC226
Impervious barrier
(MDPE or similar)
between batten &
cladding
Clearance for expansion
15mm wide profiled
closed-cell foam insert
NC107X/109X
Female/Male Corner Extends Min. 50mm
below bottom plate
Fixing 2.8mm x 50mm
Hot Dip Galv. Clout
staggered @ 400 cntrs
Drained & vented cavity per NZBC
Clause E2/AS1 (section 9.1.8)
Impervious barrier (MDPE or
similar) between batten & cladding
Wall Underlay
10
NUWALL WINDOW 3D DETAIL
A1 SCALE
15mm wide Profiled closed cell foam insert.
1:5
Cavity battens at 600mm centres
600mm
600mm
600mm
Batten fixing points
Impervious barrier (MDPE or
similar) between batten &
cladding
NC226
Drained & vented cavity
per NZBC Clause
E2/AS1
(section 9.1.8)
Horizontal Cladding over Drained & Vented Cavity Vertical Joint
Horizontal Cladding over Drained & Vented Cavity Window Jamb
Ref NW-H010C for further details
NW-H014C - Horizontal Cladding over Drained & Vented Cavity Window Head & Sill Soaker Details
Vertical Jointer Clip / Cap extended
min. 50mm below bottom plate
10mm separation
between cavity battens
10mm
Cut away or drill channel to allow drainage
800
15mm wide profiled
closed-cell foam insert
Drained & vented cavity
per NZBC Clause E2/AS1
(section 9.1.8)
1. Cut plastic soaker initially to approximate length-allow sufficient to fit top corner behind head
flashing or jamb flashing base, and to lap over fixing tongue of cladding board at bottom.
2. Trim as shown then fit into place.
3. Cut to finished length required to provide drainage path into channel. Do not cut too long-soaker
should "hang" in channel.
Jamb Flashing Base
Impervious barrier (MDPE or
similar) between batten & cladding
Detail depicts use of Starter Strip
to locate a full board.
Refer to NW-H013C from Nuwall
where a notched board occurs.
Cut away or drill channel to allow drainage
NC138 / 139
Jamb Flashing
Base & Cap
Fixing 2.8mm x 50mm Hot Dip
Galv. Clouts staggered @ 400 centres
Cavity closure per NZBC Clause
E2/AS1 (section 9.1.8.3)
Drainage slot to exhaust any
moisture collected on soaker
Top of batten chamfered to ease path of soaker
Window
Head
Flashing
Horizontal
battens at soffit
Building Wrap continuous
around corner
Horizontal Cladding over Drained & Vented Cavity 90° External Corner
Jamb Flashing Cap
10mm cover
10mm
Window Sill
Closed cell PVC foam tape
Plastic Soaker Flashing formed to direct
moisture into channel of board.
Starter Strip.
50mm Min. Variable up to
105mm to facilitate alignment
with window sill/head
Bottom Plate
150mm to permanent paving
or 225mm to unpaved ground
Snip and bend or remove
mid fin to allow drainage path
800
15mm wide Profiled
closed cell foam insert.
NC226
2.8mm x 50mm Hot Dip Galv.
Clout x2 @ 600mm centres
Battens extend below bottom
plate to support starter strip.
15mm drip edge
Cavity closure per NZBC Clause
E2/AS1 (section 9.1.8.3)
NC107X/109X
Female/Male Corner Extends
Min. 50mm below bottom plate
Drained & vented cavity per NZBC
Clause E2/AS1 (section 9.1.8)
Building Wrap continuous around corner
15mm wide Profiled Closed
Cell Foam Insert
Horizontal Cladding over Drained & Vented Cavity 90° Internal Corner
Horizontal Cladding over Drained & Vented Cavity Starter Strip & Fixing
Drainage slot to exhaust any moisture
collected on soaker
50
Impervious barrier (MDPE or similar)
between batten & cladding.
Drained & vented cavity per NZBC
Clause E2/AS1 (section 9.1.8)
1000
Air seal over
PEF backing rod
Impervious barrier (MDPE or
similar) between batten & cladding
Maximum nog spacing at 800mm
Packers
Aluminium Support Bar
Impervious barrier (MDPE or similar)
between batten & cladding
Fixing 2.8mm x 50mm
Hot Dip Galv. Clout
staggered @ 400 cntrs
NC201
Window
15
Flexible flashing tape along entire
sill, 100mm up each jamb and
50mm onto face of wall underlay.
Drained & vented cavity per
NZBC Clause E2/AS1
(section 9.1.8)
8gx50 s/s csk screw
Universal Fixing Bracket
@ 600mm centres
50
Jamb Flashing Base
- riveted to Support Bar
Impervious barrier (MDPE or
similar) between batten & cladding
1500
Standard fixing spec. for timber
framing shown. Can vary
depending upon substrate and
wind load.
Building Wrap
800
To ensure control of failure water:
1. Stop fitting boards at last full board below window.
2. Cut and fit soaker flashing and form to locate in
channel of board as shown.
3. Fit Jamb Flashing base running over the soaker.
4. Cut board to fit around bottom of window. Cut away or
drill channel to allow drainage prior to fitting board.
800
NOTE:
100mm
Starter Strip
50mm Min. Variable up to 105mm to
facilitate alignment with window sill/head
Wall Underlay
Male corner
Horizontal Cladding over Drained & Vented Cavity Window Sill with Support Bar
Female corner
The intermediate support for insulation
between studs can be a cavity batten,
polypropylene tape or 75mm galvanised
wire mesh.
TYPICAL Horizontal Cladding over Drained & Vented Cavity Batten Layout
Typical batten layout for NUwall cladding
Horizontal Cladding over Drained & Vented Cavity Starter Strip / Corner Isometric
These are standard details from Nuwall Cladding - if they vary on site please contact the architect immediately.
STAGE 2 BC DRAFT
A1 SCALE 1 : 20
REVISIONS
Project:
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Cavity battens under the opening must
be located no closer than 100mm to the
edge of the opening.
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
TYPICAL CLADDING DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3114
Date:
18/11/13
Revision:
E
9mm H3 Plywood
packed to slope
Colorsteel cap flashing
with min 5deg fall
120
5°
Underlay to provide
separtion of metal
capping and timber
R.L 44.10 m
1
Colorsteel cap flashing
with min 5 ° fall
High build paint finish
to both sides of tilt
slab
Underlay to provide separtion of
metal capping and timber
5°
9mm H3 Plywood
packed to slope
120
170 Concrete Tilt Slab
refer to eng dwgs for
details
R.L 44.15 m
100
100
Timber packer on DPC
over tilt slab.
High build paint finish
to both sides of tilt
slab to specialist spec
Timber packer on DPC
over tilt slab.
170 Concrete Tilt Slab
refer to eng dwgs for
details
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
250x15 DHS Purlins with
45x90 timber packer on top
Cut and Epoxy
flashing into tilt slab
0.55BMT colorsteel flashing.
min lap 2 ribs.
R2.6 Insulation to roof
space over netting
Epoxy seal 0.55 BMT Colorsteel
flashing into pre-primed chase in
concrete panel
400
50
250x15 DHS Purlins with
45x90 timber packer on top
80
1
Line of roof cladding
R2.6 Insulation to roof space
Core drill hole in concrete panel for
downpipe penetration. Seal with
expandable foam
R.L 40.59 m
Chem set M12 bolts into
pre cast concrete panels.
refer to Eng dwgs for details
200x75 PFC. Refer to Eng.
DWGs for detail
PANEL HEIGHT
40.45 m
20mm H3.2 Plywood lining
for gutter.
H1.2 90x45 timber gutter framing
with Nuroply 3P double layer
membrane lining. Laid to fall
R.L 40.41 m
Parapet detail 02
4
1
Internal gutter & parapet section detail
A1601
A1 SCALE
A3001
Line of 4.5mm fibre cement soffit
A1 SCALE
1:5
1:5
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
PARAPET & GUTTER DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3120
Date:
18/11/13
Revision:
A
07.01.14
E
R2.6 Insulation to roof space
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
20.67°
A
1200mm Eave
Check all eaves, gutters and fixtures are within the Resource Consent height control restrictions
R2.6 Insulation to roof space
10.0°
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
200x75 PFC outrigger. Refer
to eng dwgs for details
250x15 DHS Purlins
200x75 PFC outrigger
A
07.01.14
86
R.L 40.48 m
PANEL HEIGHT
40.45 m
PANEL HEIGHT
40.45 m
250x15 DHS Purlins
750
Steel Portal frame. Refer to
Eng. DWGs for detail
PFC by engineer
4.5mm fibre cement soffit lining
Selected Nuwall cladding on 40mm drained cavity
and building wrap with propriatary fixings and
closers to manufacturers details
Selected 0.55 BMT colorsteel gutter,
Fascia and downpipes
Selected 0.55 BMT colorsteel
gutter, Fascia and downpipes
140X45 Timber wall framing
@ 600crs with nogs @
800crs and 13mm Gib
plaster board
4.5mm fibre cement soffit lining
170 Concrete Tilt Slab
High build paint finish to both sides of tilt slab to specialist spec
Steel Portal frame. Refer to Eng. DWGs for detail
1
A1303
750 Eave detail
A1 SCALE
1:5
3
A1303
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
A1 SCALE
1:5
Project:
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
1500 Eave detail
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
ROOF DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Date:
18/11/13
Project No.
Sheet No:
Revision:
SHEL.01
A3121
A
A
7
07.01.14
10°
20.67°
800
o/h
0.55BMT colorsteel purpose made ridge flashing
200min
min
200
200min
min 2 rib lap
Stop end to roofing
Lap roofing paper
100
min
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
250x15 DHS Purlins @ 1200 crs
R.L 42.87 m
250x15 DHS Purlins with
45x90 timber packer on top
R2.6 Insulation to roof space
0.55BMT colorsteel
barge flashing over
colorsteel barge board
150x75 PFC. Refer to eng dwgs
R2.6 Insulation to roof space
A
07.01.14
Steel Portal frame. Refer to
Eng. DWGs for detail
4.5mm fibre cement soffit lining
280
300mm timber cavity. Packed out to suit
Selected Nu-wall cladding over 40mm
drained cavity and building paper
13mm Gib plaster board
125x125x6 SHS refer to ENG dwgs for details
Timber lintel - see wndow schedule for sizes
50
Continuous Air Seal
Ridge detail
2
A1303
0.55BMT colorsteel head flashing
over joinery
A1 SCALE
1:5
5
0.55BMT Colorsteel Endura
roofing on building paper and
45x90 H3.2 timber battens
Powder coated aluminium joinery
250x15 DHS Purlins
Laminate plywood window sill.
R2.6 Insulation to roof space
Pack sill tray level
150x6 cleat, 6mm fwar, 4
M12 bolts. See engineers
drawings for details
Sealed end dams to sill tray
Steel Portal frame. Refer to
Eng. DWGs for detail
1
A1303
Barge detail
A1 SCALE
1:5
STAGE 2 BC DRAFT
3
Portal to roof detail
A2102
A1 SCALE
REVISIONS
A
BC Stage 2 REV A
Project:
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
1:5
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
ROOF DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Date:
28/11/13
Project No.
Sheet No:
Revision:
SHEL.01
A3122
A
B O H AREA
C
B
1
A1302
100wx40dx1400l rebate
in slab for lift entrance
1
A3134
EXTERIOR
2
A3134
SERVICES DUCT
2
A3132
A1 SCALE 1 : 20
Circulation plan detail
LIFT
2
2
1
A3132
Landing
A
07.01.14
13
12
11
10
9
8
7
6
5
4
3
14
2
16
1
A3133
17
Handrail to detail
VOID
100wx40dx1400l rebate
in slab for lift entrance
15
1
18
2
A3133
19
3
A3131
20
FIRST FLOOR LOBBY
Balustrade to detail
21
22
23
24
2
A3131
C
B
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
CIRCULATION REFERENCE
PLAN
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 20
@ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3130
A
2
50
20
4635
Lift shaft walls
LIFT LOBBY
Steel portal frame. See
engineers drawings for details
C
190
Carpet and non-slip
nosing (Aluminium insert)
DP
2
EXTERIOR
14
16
17
18
21
22
23
Handrail fixed to outer
edge of concrete stair
79
TB
C
1459
24
Stainless steel square bracket
bolted to concrete and fixed to
powder coated aluminium
balustrade upright
5
3665
3
A3131
Extend handrail
610mm past the last
riser then fix to ground
underside painted
29
37
Polished concrete
10
Proprietary powder coated aluminium
1100mm balustrade fixed to outer
edge of concrete to match other
9
9
A
07.01.14
Balustrade detail
3
A3130
W33
Handrail fixed directly
to concrete wall
A1 SCALE
1:5
Edge of concrete void
8
8
lowest point
(bottom of riser)
do not exceed 100mm dia
hole maximum allowance
50
11
Balustrade fixed to outer
edge of concrete stair
7
6
3
A3131
6
70
5
4
B
1
3
B
2
W10
B
Proprietary polished stainless steel
balustrade bolted to concrete 1000mm MAX.
above pitch line, extending 300mm
horizontally beyond the top and bottom step
50
530UB to engineers drawings
2465
4
55
70mm (for strapping and lining )from
edge of void to outside edge of the
concrete floor and steel beam
1000
5
LOBBY
23
7
20
Toughened glass to suit
5 30
12
Handrail fixed to
balustrade upright
10
19
50
13
12
11
15
clear width
1500
1500
2
A3132
1
A3132
1500 mm stair width
610
75
polished conc.
TBC
Polished stainless steel handrail
50
block wall under- support for landing
10 mm conc. rebate
1
A3132
C
Proprietary powder coated
aluminium 1100mm balustrade
335
DUCT
610
Stairs below
3
2
Handrail detail
4
A3132
1
Handrail fixed to wall
A1 SCALE
1:5
Contrasting colour nosing see balustrade detail for level
610
25 mm MAX.
310
nosing
2
1
2
A
Stair ground floor plan detail
A1301
A3130
07.01.14
175
2
Riser
Tread
Stair first floor plan detail
A1 SCALE 1 : 20
Precast concrete stairsand
reinforcing see engineers
drawings for details
A1 SCALE 1 : 20
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Internal stair detail
A1 SCALE
1:5
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
5
A3132
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
INTERNAL STAIR DETAILS 1 of 2
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3131
A
2
A3132
B
2
C
Tougnened glass panels
and stainless steel
balustrade and handrail.
A
Lift
07.01.14
610
50
Glass panels
INTERIOR
ATRIUM
LEVEL 01
37.20 m
900
1100
1
A3132
24
LEVEL 01
37.20 m
23
22
1387
H1.2 treated timber bulkhead with
building paper between all
concrete, timber and steel. LIned
with 10mm gib lining, painted.
50x23mm stainless steel
handrail fixed to wall
Powder coated aluminium
handrail and uprights
handrail
EXTERIOR
balustrade
20
1100mm high proprietary powder
coated aluminium balustrade with
tougnened glass infill system fixed
21
4
20
A3131
55
Gib timber framed bulkhead with
engineered steel beam behind
900
19
18
16
900
900
17
Accessible
50x20mm handrail
5
15
A3131
14
Toughened
glass panels
13
12
11
10
Inter-tenancy wall
13
1500
Precast concrete stair
Concrete landing
100mm dia MAX. gap
9
Cupboard under
900
8
180
7
335
900
6
5
4
pre-cast concrete stairs
to engineers details.
3
2
1
GROUND
33.00 m
GROUND
33.00 m
Stair treads behind section cut.
A
07.01.14
1
Stair section 01
A3130
STAGE 2 BC DRAFT
2
A3130
A1 SCALE 1 : 20
REVISIONS
A
BC Stage 2 REV A
Project:
A1 SCALE 1 : 20
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Stair section 02
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
INTERNAL STAIR DETAILS 2 of 2
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 20
@ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3132
A
2
A3134
190
2
190
190
1400 mm opening
2600
LIFT
SHAFT
1
A3134
1200mm door width
3000
190
100wx40dx1400l rebate
in slab for lift entrance
C
C
PANEL HEIGHT
40.45 m
Service
Duct
REVISIONS
Project:
Lift Elevation
A1 SCALE 1 : 20
GROUND
33.00 m
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
2
CPD DOOR
LEVEL 01
37.20 m
C
STAGE 2 BC DRAFT
A1301
A1 SCALE 1 : 20
LIFT DOORS
Lift plan detail
1
A3134
1
A3130
LIFT DOORS
2
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
LIFT DETAILS 1 of 2
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 20
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3133
Date:
18/11/13
Revision:
EXTERIOR
Lift Section 01
A1 SCALE 1 : 20
2
LIFT PIT
Lift section 02
A1 SCALE 1 : 20
1
A3130
LIFT PIT
2
A3134
2
Lift to manufacturers requirements
Lifting beams to manufacturers
details and engineers design
LEVEL 01
37.20 m
4200
PANEL HEIGHT
40.45 m
GROUND
33.00 m
LIFT
SHAFT
1
A3134
Lift to manufacturers requirements
350
Lifting beams to manufacturers
details and engineers design
3850 mm MINIMUM
ROOF SPACE
4200
ROOF SPACE
A3130
C
1650 mm pit required
STAGE 2 BC DRAFT
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
LIFT DETAILS 2 of 2
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 20
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3134
Date:
18/11/13
Revision:
7
Line of building at first floor level
6
Galvanised 50x50mm handrail and 50x50mm balustrade, with
upright supports in line with the handrails. Galvalnised mesh infill to
match planter box material. Common exterior stair used for fire
egress only, to meet NZBC regulations, fire report and D1-accessroutes-2nd-edition-amendment-5
Line of building at ground level
25mm nosing
E
200
E
280
tread
A
1000 mm
clear width
riser
173 mm
07.01.14
1100mm balustrade
6
A3135
DPM to specification
Reinforced concrete stair to
engineers specification
landscaped
300 mm
255
Backfill to engineers specification
2830
200
landscape under stairs
wall
Boundary
Retaining wall to engineers
details and specification
7
A3135
2805
1000
3035
1440
Rising - metal stairs
Concrete landing
Rising - concrete stairs
Concrete landing
Exterior stair detail
A1 SCALE 1 : 10
External stair plan detail
2
A1302
A1 SCALE 1 : 20
7
6
Proprietary galvanised steel 1100mm
high balustrade by manufacturer
Opening in concrete wall
Building behind
900
Concrete landing and stairs to
engineers specification, paint finish
with nosing grip to conctrete treads
170mm precast concrete
wall to engineers detail
LEVEL 01
37.20 m
External stair section 02
7
A3135
A1 SCALE 1 : 20
Building behind
ENGINEERED FILL
A
1400 approx.
6
A3135
07.01.14
Existing ground level
DPM membrane to specification
All reinforcing to engineers specification and detail
Backfill to be specified by engineer
200 series concrete block wall painted
250
New ground level specified by engineer
900
Galvanised balustrade and 50mm sq handrail, with upright
supports on the inside face of the stair case. Galvalnised mesh
infill to match planter box material. Common exterior stair used
for fire egress only, to meet NZBC regulations, fire report and
D1-access-routes-2nd-edition-amendment-5
R.L 34.93 m
350
900
2480
Existing ground level
See engineers drawings for design and
details of external stair structure
VOID
With planting under stairs,
connected to the irrigation system
150
GROUND
33.00 m
See engineers drawings for details on foortind and masonry wall details
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
EXTERNAL STAIR DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3135
A
1
2
3
4
5
250
1100
2500
1100
2500
2500
5051
2595
6
336
2000
1399
A
R.L 32.85 m
4694
7156
5300
8405
4
317
11999
780
0
2
222
13496
250
15113
1187
18915
1960
4051
2679
0
1800
5328
3087
3322
00
78
190
0
300
4300
9166
4172
3847
2090
6934
1960
26
3000
265
1
A2001
1
STAGE 2 BC DRAFT
2
AMBULANCE TURNING
A1 SCALE 1 : 50
3
REVISIONS
Project:
5
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
4
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
AMBULANCE AREA
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 50
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3140
Date:
19/12/13
Revision:
A
7
Powdercoated aluminium shopfront joinery
- confirm setdown with manufacturer
ACO Threshold drain system with SS grate
Concrete paving falling
towards carpark at 1:50 slope
A
07.01.14
A
349
12
Carpark
1200
FOOTPATH
A
07.01.14
1200
FALL 1:12
30
150
120
GROUND
33.00 m
100
200
R.L 32.85 m
R.L 32.95 m
300
Insitu concrete drain with falls
towards outlets. Min. 150mm deep.
Seal with Flintkote or other approved
bituminous coating
Carpark
1
Shopfront sill detail
2
A2102
A1 SCALE
A1301
STAGE 2 BC DRAFT
1:5
Carpark
Ramp plan detail
A1 SCALE 1 : 20
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
THRESHOLD & RAMP DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A3141
A
7
SHS by engineer
Draining cavity closer
50
Flashing tape from building wrap over
saddle flashing
Powdercoated aluminium saddle flashing
205
450
50
70
40
150mm powdercoated aluminium
louvres on proprietary 75x25
powdercoated aluminium channel
bracket - Insol Aurora 150F or
similar
2320
50
200
200
200x100 powdercoated
aluminium support frame with
countersunk screw fixings to
the wall framing
200
Powdercoated
aluminium head flashing
with stop ends under the
saddle flashing
200
10
35
Line of cladding (shown
dashed for clarity)
Selected powdercoated
aluminium joinery
150
Selected aluminium
cladding on drained
cavity
Line of cladding (shown
dashed for clarity)
200
Draining cavity closer
Flashing tape from building wrap over
head flashing
35
Powdercoated aluminium saddle flashing
Powdercoated aluminium head flashing with stop
ends under the saddle flashing
3
Louvre section detail
A1 SCALE
STAGE 2 BC DRAFT
1:5
Note: Saddle flashing should comply
with E2: AS1 figure 16 shown here
REVISIONS
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
LOUVRE DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1:5
@ A1
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3150
Date:
18/11/13
Revision:
Plant room corner steel post and rails,
E
89 SHS fixed to the concrete wall and
penetrating the roof cladding with coloursteel
flashing over 2 crests of 200mm MIN. to suit by
specialist
100mmØ Coloursteel DP connect
to main 100mmØ to ground
1
100mmØ DP Coloursteel
2
D
Lightweight metal
fixed louvre screen
Plant room 89 SHS steel post and rails, by
C
engineer, penetrating the roof cladding, with
coloursteel flashing over 2 crests or 200mmMIN.
by specialist
Plant room corner steel post, 89
SHS fixed to the concrete wall
and penetrating the roof cladding
with coloursteel flashing over 2
crests of 200mm MIN. to suit by
specialist
2
A3151
350 x 600mm sump from butynol
roofing membrane over Cpd plywood
substrate with overflow through soffit
3050
2400
Lightweight louvre
system
1
A3120
Coloursteel gutter
3
COLOURSTEEL Endura
Corrugated 0.55BMT x G300
A3151
E
E
350mm wide Internal box gutter (with
MIN. 10,000sqmm cross sectional area)
- butynol roofing membrane over Cpd
plywood substrate, fall to sump and
connect to downpipes below
COLOURSTEEL Endura
Corrugated 0.55BMT x G300
2400
Plant platform on Monkeytoe system to
manufacturers requirements
89 SHS posts to engineers details
with coloursteel flashing over 2
crests or 200mm MIN.
Plant room corner steel post, 89 x6
SHS posts and rails by engineer,
penetrating the roof cladding, with
coloursteel flashing over 2 crests min
or 200mm MIN. to suit by specialist
2555
Precast concrete (parapet)at RL 44.10m
Two plant platforms fixed to the roof
using the Monkey Toe Plant platform
system by specialist to
manufacturures requirements
21°
2400
Plant room corner steel post, 89 x6
SHS posts and rails by engineer, fixed
to the concrete wall and penetrating the
roof cladding, with coloursteel flashing
over 2 crests min or 200mm MIN. to
suit by specialist
LIFT BELOW
1
Lightweight louvred screen
Z1001
R.L 44.22 m
A1 SCALE 1 : 50
RHS post and rail - refer to
Structural Engineers drawings
Powedercoated aluminium
louvre system - Insol VN-LVR
96/100 or similar. Note that
blades are to slope inwards
For all pipe penetrations in the roof
cladding use Dektite flashing systems
and detail as shown in NZS E2
diagram
10°
16m²
Ridge
A3151
Mid-span support post for
louvres if required
2650
350mm wide Internal box gutter (with MIN.
10,000sqmm cross sectional area)- butynol
roofing membrane over Cpd plywood
substrate, fall to sump and connect to
downpipes below
41m²
10°
29m²
Plant room section
2
D
21°
D
PANEL HEIGHT
40.45 m
Proprietary sump with 100dia
outlet and overflow
C
C
1
A3120
3050
100mmØ DP Coloursteel and
overflow through soffit
1
2
Plant room corner steel post, 89x6 SHS posts
and rails by engineer, fixed to concrete wall
and not penetrating the roof cladding
RHS rail - raking to follow the
roof pitch
Plant room plan detail
A1 SCALE 1 : 50
150
A1303
Plant room corner steel post, 89 x6 SHS posts
and rails by engineer, penetrating the roof
cladding, with coloursteel flashing over 2
crests min or 200mm MIN. to suit by specialist
Barge
350 x 600mm sump from butynol roofing
membrane over Cpd plywood substrate
1
2400
10°
Precast Concrete (parapet) at RL 44.10m
Parapet detail 03
3
A3151
STAGE 2 BC DRAFT
REVISIONS
Project:
po box 14214, tauranga MC 3143, new zealand
1:5
Drawing:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
A1 SCALE
BETHLEHEM MEDICAL HUB
PLANT PLATFORM DETAILS
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Project No.
Sheet No:
SHEL.01
A3151
Date:
18/11/13
Revision:
TYPE
MARK
ACCWC12
Type 1
Type 1
Type 1
Type 1
Type 1
Type 1
Type 1
Type 1
Type 2
Type 2
Type 3
Type 6
Type 6
Type 7
Type 7
Type 7
Type 7
Type 7
Type 7
Type 8
Type 10
Type 13
Type 14
Type 17
Type 20
D104
D105
D105
D106
D106
D107
D107
D203
D204
D201
D185
DWC11
D101
D101
D102
D102
D103
D103
D242
D108
D205
DWC13
D202
D109
FIRE RATING
SCHEDULE - DOOR
FUNCTION WIDTH HEIGHT THICKNESS
FINISH CODE
Interior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
FRR -/60/-sm to fire report
Interior
FRR -/60/-sm to fire report
Interior
FRR -/120/30sm to fire report Exterior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Interior
Exterior
FRR -/60/-sm to fire report
Interior
FRR -/60/-sm to fire report
Interior
Exterior
Interior
810
850
825
915
935
979
954
880
870
1520
1520
810
810
810
825
825
825
825
780
780
760
1420
1300
860
3071
1520
A
07.01.14
1980
2325
2375
2375
2375
2325
2325
2375
2375
1980
1980
2280
1980
1980
2180
2180
2180
2180
2205
2205
1980
2375
1980
1980
2075
1980
44
100
100
100
100
100
100
100
100
44
44
44
40
40
44
44
44
44
44
44
40
100
44
44
100
40
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Powder coated aluminium, colour TBC
Solid door painted
Solid door painted
Semi solid door painted
Semi solid door painted
Door panel fitted with powder coated aluminium louvres
Door panel fitted with powder coated aluminium louvres
Door panel fitted with powder coated aluminium louvres
Door panel fitted with powder coated aluminium louvres
Door panel fitted with powder coated aluminium louvres
Door panel fitted with powder coated aluminium louvres
Semi solid door painted
Powder coated aluminium, colour TBC
Solid door painted
Solid door painted
Powder coated aluminium, colour TBC
1650
1520
1013
810
507
810
880
910
TYPE COMMENTS
825
1520
825
760
1033
DOOR KEY:
D1## - ground level door
D2## - level 1 door
DWC# - bathroom door
ACCWC - accessible bathroom door
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Shopfront double door (single panel scheduled) to fire report
Self closer, Vision panel, hold open device to fire report
Self closer, Vision panel, hold open device to fire report
Self closer, Vision panel (no hold open device) 750mm clear width req. to fire report,
Bathroom Door
Bathroom Door
Double door(single panel scheduled) to service room
Double door(single panel scheduled) to service room
Double door(single panel scheduled) to service room
Double door(single panel scheduled) to service room
Double door(single panel scheduled) to service room
Double door(single panel scheduled) to service room
Toilet door fitted with occupancy indicater and lock, with lever handle
Automatic double sliding door, Self closer, hold open device to fire report
Self closer, Vision panel, hold open device to fire report
Self closer, Vision panel, hold open device to fire report, Toilet lobby door fitted with signage
Powder coated aluminium triple stacker door
860
860
850
DOOR HARDWARE:
See hardware schedule prepared by Supreme Lock &
Hardware for all door hardware information, which must
meet all specifications in the fire report. All exterior hardware
to be polished stainless steel finish.
A
1300
507
NOTES:
All accessible doors to have a minimum width of 760mm.
See fire report for all requirements such as kick plates, pull
rails, minimum widths, handles, hold back latches panic
bars and locking devices.
07.01.14
450
860
910
860
880
A
07.01.14
Type 3 - D201
Type 4 - DWC15
Exterior fire egress Bathroom door
to fire report. Push
release to interior,
no door hardware
to exterior. Solid
door.
Type 5 - ACCWC12
- ACCWC16
Accessible
bathroom door to all
D1 and G1
regulations
Type 6 - DWC3,
DWC4, WC7,
DWC10, DWC11
Bathroom door
Type 7 - D101,D102,
D103
External service entry
Aluminium frame and
door, with ventilation
louvres
Type 8 - DWC2,
DWC5, DWC8,
Type 9 - D110
25
25
Type 2 - D203,204
Type 17 - D202
Triple stacker See
Window schedule
Type 15
Type 10 - D108
Automatic double
door - see window
schedule Type 7
1980
2205
2280
Type 1- D104, D105,
D106, D107 See
window schedule
Type 1, 3 & 5
Type 11, DWC1,
DWC6
Type 12, D242
Type 13, D205
Type 14, DWC13
Type 15, DWC12,
DWC14
Type 16, DW9
Type 18, DWC14
Type 19, D111
Aluminium door
and frame
Door Schedule
A1 SCALE 1 : 50
STAGE 2 BC DRAFT
REVISIONS
A
BC Stage 2 REV A
Project:
Drawn By:
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
Drawing:
LC 07.01.14
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
DOOR SCHEDULE
Address:
Scale:
1 Te Paeroa Road
Bethlehem
1 : 50
@ A1
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A5001
A
C
W3 4150mm O/A
EQ
1469
1255
EQ
Type 1 - W1 SHOPFRONT
1
2000 mm O/A
EQ
EQ
c.o.s
675
D105
Type 1
25
Type 2 - W2,W3 SHOPFRONT
2
A1 SCALE 1 : 50
Type 3 - W4, W5, W6 SHOPFRONT
3
A1 SCALE 1 : 50
A
EQ
A
EQ
EQ
EQ
EQ
200 mm Concrete column behind
D108
Type 10
GROUND
33.00 m
Automatic Sliding doors
Type 4 - W8 SHOPFRONT
4
A1 SCALE 1 : 50
GROUND
33.00 m
Type 5 - W7 SHOPFRONT
5
A1 SCALE 1 : 50
A1 SCALE 1 : 50
A
2
07.01.14
600
EQ
GROUND
33.00 m
25
2325
2350
3025 mm O/A
2325
GROUND
33.00 m
25
GROUND
33.00 m
EQ
1850
1895
50 550 50
1250
EQ
250
250
625
W2 4500 mm O/A
7350 mm O/A
2375
250
50
3
1050
25
EQ
2
3025 mm O/A
50
6
500
2375
EQ
W4 7900 mm O/A
625
3120 mm O/A
50
W6 8150mm O/A
250
3025 mm O/A
250
5
25
C
3025 mm O/A
W5 8150mm O/A
3025 mm O/A
B
07.01.14
A
07.01.14
1940
3000 mm O/A
Film on glass to hide
concrete stairs behind
Type 6 - W9, W10 & W11 in concrete
Proprietary automatic
glass sliding door
A
529
1500 mm O/A
550
Type 9 - W23
10
A1 SCALE 1 : 50
A1601
Type 12 - W25, W24, W28
12
540
A1601
A1 SCALE 1 : 50
Type 10 - W27
A1 SCALE 1 : 50
4720 mm O/A
EQ
1080
EQ
EQ
Type 13 - W31
13
A1 SCALE 1 : 50
600
Timber packers
2100
LEVEL 01
37.20 m
Type 14 - W29, W30
14
A1601
A1 SCALE 1 : 50
230x75mm PFC. See
engineers drawings for details
LEVEL 01
37.20 m
A1601
D202
Type 17
1000
1500 mm O/A
190x70mm SG8 Lintel
with Type E fixings
1000
LEVEL 01
37.20 m
90x70mm SG8 Lintel
with Type E fixings
1500 mm O/A
1500 mm O/A
A1 SCALE 1 : 50
Type 15 - W32
15
A1601
A1 SCALE 1 : 50
W46, W47 860mm O/A
W44 1860 mm O/A
W34 1460mm O/A
995
W41 1740mm O/A
W35, W36 - 1150mm O/A
PANEL HEIGHT
40.45 m
450
450
1300
1300
W39, W45 - 1000mm O/A
1300
W40 - 1860mm O/A FLIPPED
900
1000
W37 1860mm O/A FLIPPED
Type 16 - W33
A1 SCALE 1 : 50
LEVEL 01
37.20 m
LEVEL 01
37.20 m
LEVEL 01
37.20 m
17
Type 17 - W34, W35, W36, W39, W46,
W47, W45 in concrete
A1601
STAGE 2 BC DRAFT
1000
1524
1900
C.O.S
To underside of soffit
1973
1000
Type 11 - W26
11
A1601
9
1080 mm O/A
LEVEL 01
37.20 m
A1601
16
LEVEL 01
37.20 m
1080
540 mm O/A
LEVEL 01
37.20 m
1200
1080
LEVEL 01
37.20 m
A1601
1000
Roof Stru
cture
600
540
3240 mm O/A
W29, W30 2700 mm O/A
190x70mm SG8 Lintel
with Type E fixings
1500 mm O/A
1000
3000 mm O/A
1200
A1 SCALE 1 : 50
1620
A1 SCALE 1 : 50
2160 mm O/A
1620
540
Timber packers to roof structure
1700 mm O/A
A1601
EQ
2700 mm OA
A1 SCALE 1 : 50
Type 8 - W20, W21, W22
8
Type 7 - W12 ATRIUM WALL
7
LEVEL 01
37.20 m
07.01.14
EQ
1000
0
GROUND
33.00 m
240x70mm SG8 Lintel with Type E fixings
3000 mm O/A
EQ
1000
2400
3000 mm O/A
GROUND
33.00 m
6
240x70mm SG8 Lintel
with Type E fixings
750
900
90x70mm SG8 Lintel
with Type E fixings
250350
600
250 550 250 300 200
W11
1450
W10
1200
1100 mm O/A
900
PANEL HEIGHT
40.45 m
1000
W9
300
240x70mm SG8 Lintel
with Type E fixings
3060
B
18
A1601
Type 18 - W37, W40, W41, W44 in
concrete
A1 SCALE 1 : 50
19
Type 19 - W43, W42, W38 in concrete
A1601
A1 SCALE 1 : 50
A1 SCALE 1 : 50
REVISIONS
A
BC Stage 2 REV A
Project:
Drawing:
Drawn By:
LC 07.01.14
This design and drawing is the copyright of First Principles Architects Limited and is not to be
reproduced without written permission
General notes:
1. Do not scale off drawings.
2. Contractor shall varify and be responsible for all dimensions on site.
3. Architects to be notified of any variation between the site dimensions and those on plans.
NOTE: All powder coated aluminium joinery and glass to provide
sound levels compliant with AS/NZ 2107:2000 to be prepared by
an acoustic engineer before manufacturing. Ground floor level
single glazed, upper level double glazed TBC by acoustic
engineer. Joinery colour TBC.
LEVEL 01
37.20 m
po box 14214, tauranga MC 3143, new zealand
BETHLEHEM MEDICAL HUB
WINDOW SCHEDULE
Address:
Scale:
1 Te Paeroa Road
Bethlehem
@ A1
As indicated
LC
Checked By:
GP
Date:
07/01/14
Project No.
Sheet No:
Revision:
SHEL.01
A5101
A