All dimensions to be verified on site before producing shop drawings and commencing any work.
telco underground line to building
cross over
50.290 b'dry
foul sewer lateral SW lateral
BATTERSEA ST
3 2
cross over
SW lateral to be located on site
1
footpath kerb
b'dry 20.120
20.120 b'dry
4
acc.park
48 Battersea Street Business Zone 3 PT R.S 79
b'dry 50.290 1 7.01
New Site Plan
telco underground line to building
3 2
cross over
b'dry
48 Battersea Street Business Zone 3 PT R.S 79
1
footpath kerb
20.120 b'dry
b'dry 20.120
SW lateral to be located on site
BATTERSEA ST
foul sewer lateral SW lateral
4
cross over
50.290 b'dry
50.290
48 BATTERSEA ST. SYDENHAM REFURBISHMENT Site planExisting & New
A
1:200@A2 A0.01
Existing Site Plan / Demolition
Jan.'2013
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work.
C
B
C
A
N
D
3.02
1
LIGHTING LEGEND:
ELECTRICAL NOTES:
ELECTRICAL LEGEND:
ELECTRICAL NOTES:
2
B 3.02
3
HEATING LEGEND:
A 3.02
4
First Floor Plan 1
2
B
B
3.02
3.02
3 A
A
3.02
3.02
4
C 3.02
Ground Floor Plan
48 BATTERSEA ST. SYDENHAM REFURBISHMENT Lighting & Electrical PlansGround floor Existing & New
A
1:100@A2 A1.04 Jan.'13
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work.
store office
office
office
office stair
reception
showrm board
Furniture & Fitout Plan
48 BATTERSEA ST. SYDENHAM REFURBISHMENT Furniture & Fitoue Plan
A
1:100@A2 A1.05 15 March 2013
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work. C
B
A
1fl +3.05
gfl +0
A
B
C
South east elevation
11 FINISHES: 1fl +3.05
gfl +0
North west elevation 4
3
2
1
1
2
3
4
3 1fl +3.05
1fl +3.05
5
gfl +0
gfl +0
South west elevation
North east elevation (at canopy)
4
3
2
1
1fl +3.05
48 BATTERSEA ST. SYDENHAM REFURBISHMENT
gfl +0
ElevationsNew
North east elevation (at facade)
A
1:100@A2 A2.02 Jan.'13
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work. EXISTING STEEL FRAMED GLAZING SHOWN FAINT LINE. ( INTEGRAL SEAL TO EX.COL. AT JAMBS & HEAD TO REMAIN) RETURN FLEXIBLE FLASHING TAPE UP 100mm AT JAMBS
1 A5.02
1922
847
EXISTING FRAME FLANGE TO OVERFLASH FC CLADDING
100
1922 FIX TO VERTICAL FACE OF PARAPET
COLORSTEEL CAPPING ON H3.2 PACKER SLOPED TO FALL AS COVER PLATE H3.2 TIMBER SILL SHELF WITH AIR SEAL OVER BACKING ROD TO PERIMETER CONTINUE BUILDING PAPER & TAPE INTO OPENINGS. SCREW FIX GLAZING FRAME FLANGE FROM FRONT INTO TOP PLATE
75 75 EA FRAME @ 1800 CTRS. MAX. RHS 529
1393
10
PVPANEL ARRAY FRAME SUPPORT STRUCTURE SHOWN THUS, FIXINGS AS PER ENG. DWGS. PFC MEMBERS FOR TRAFFICABLE ACCESS, NOT FOR DRAINAGE ( NOT CLASSIFIED A ROOF )
STEEL STRENGTHENING FRAME FIXED TO EX.CONC. FRAME AS PER ENG. DWGS.
EXISTING STEEL FRAMED GLAZING TO REMAIN, ALLOW TO PREPARE FOR RE-PAINTING. SCREW BOTTOM CHANNEL INTO NEW TIMBER TOP PLATE TO STABILISE. NB HEAD & JAMBS ARE EXISTING & INTEGRALLY SEALED TO CONCRETE -MAINTAIN INTEGRITY OF SEAL
BUILDING PAPER TO RUN BEHIND CAVITY CLOSER, ANGLE BATTENS FOR DRAINAGE
50
GCL
DECORATIVE PANEL OVER MAIN WEATHERING LAYER FIXED TO PROPRIETARY CASSETTE FRAME FIXED TO H3.2 TIMBER BATTENS AS SHOWN
3 -
TYPICAL WALL PLAN DETAIL scale 1:5
FL TOP OF NEW STEEL SHOWN
90mm SS nail @ 200 crs & staggered
200
PROVIDE SAW CUT AT BEAM & ALUMINUM OVERFLASH HEAD 10mm MIN.
5320 NOM. CHECK ON SITE
A5.02 MIRR
GROUT LAYER SLOPED TO FALL TO OUTER FACE & DRAIN BEHIND STEEL, ON MULSEAL LAYER TO EXTENT SHOWN DASHED & 100mm HIGH AT JAMBS
COLORSTEEL TO BED INTO SAW CUT IN CONCRETE COL.. & SILICONE SEAL. RUN UNDER WINDOW FLANGE AT SILL.
COLORSTEEL FLASHING RETURNS BEHIND CLADDING BATTEN WITH HEM FINISH DECORATIVE PANEL JAMBS WITH PROPRIETARY VERTICAL CASSETTE
STUD WALL TO BE SUPPORTED AS PER ENGINEER'S DETAILS
1FL
7
EXISTING CONCRETE NIB
10mm PLASTERBOARD LINING, PROVIDE 60x12mm MDF SKIRTING TO PERIMETER BETWEEN EX. COLUMNS
INFILL SPANDREL WALL THE SAME AT EACH BAY AS PER ELEVATIONS & DETAILS
STEEL BRACING FRAME FIXED TO EXISTING CONCRETE STRUCTURAL FRAME AS PER ENG. DWGS.
EXISTING CONCRETE COLUMN
DPC AT JUNCTIONS OF TIMBER/CONC.
1 -
STEEL STRENGTHENING FRAME FIXED TO EX.CONC. FRAME AS PER ENG. DWGS.
10
9mm FIBRE CEMENT VENTCLAD SYSTEM OVER BUILDING PAPER ON H1.2 90mm TIMBER STUDS @400 CTRS. INSULATED WITH FIBREGLASS BATTS TO R2.8 (PINK BATTS ULTRA WALL 90MM ) ASSESS EX. COLUMNS TO PATCH & RE-PAINT GENERALLY
50
EXISTING CONDITIONS SHOWN FAINT LINE; NO WORKS
1CL
10
380
1393
BUILDING PAPER CONTINUE OVER CONC. NIB FACE
DECORATIVE PANEL OVER MAIN WEATHERING LAYER FIXED TO PROPRIETARY CASSETTE FRAME FIXED TO H3.2 TIMBER BATTENS AS SHOWN
PFC 529
MULSEAL LAYER RETURN TO NIB BACK FACE
-
GALVANISED STEEL PAINT FINISH CANOPY FRAME DETAILED TO ENG. DWGS.
MULSEAL LAYER AT ENTRY REBATE TO LAP 50mm AROUND EXTERNAL FACE; AIRSEAL & GROUT TO FILL REBATE
50
GFL
NEW CONCRETE STRENGTHENING SLABS TIED TO EXISITNG FOOTINGS AS PER ENG. DWGS.
BUILDING PAPER CONTINUE OVER CONC. NIB FACE
CONCRETE FOOTINGS TO ENG.DWGS. 10
250
REFER TO A7.01 FOR GROUND FINISHES
260
600
STEEL STRENGTHENING FRAME FIXED TO EX.CONC. FRAME AS PER ENG. DWGS.
COLORSTEEL FLASHING RETURNS BEHIND CLADDING BATTEN WITH HEM COLORSTEEL TO BED INTO SAW CUT IN CONCRETE COL.. & SILICONE SEAL. RUN UNDER WINDOW FLANGE AT SILL.
10
A5.02
CERAMIC TILE ON MASS CONCRETE LANDING, COLOUR TO MATCH STEEL FRAME, WITH WHITE GROUT
STEEL BRACING FRAME FIXED TO EXISTING CONCRETE STRUCTURAL FRAME AS PER ENG. DWGS.
-
FACADE PANEL FIXING DETAIL scale 1:5
PFC ABOVE
81 ALIGN THESE FACES
20
20 300
A3.02
5
EXISTING CONCRETE COLUMN
260
1
Selected wall lining board Stud framing @ 400 or 600 crs 90mm SS nail @ 200 crs & staggered Fibre cement cladding zone 45 x 35mm H3.1 vertical timber cavity batten fixed @ 200 crs max staggered to vertical studs TS35-01 & TS35-03 Drained & vented cavity 12 x 3 mm Sika tack tape 6 x 25mm drain hole 8mm TRESPA METEON panel Sika tack adhesive with primer 32 x 10g pan head sqr drive SS 304, fixed at 600 crs TS35-21mill finished aluminium vertical stiffener, screw fixed at 600 crs between horizontal rails
MULSEAL LAYER RETURN TO NIB BACK FACE
10mm PLASTERBOARD LINING, PROVIDE 60x12mm MDF SKIRTING TO PERIMETER BETWEEN EX. COLUMNS
20
CARPET
7
9mm FIBRE CEMENT VENTCLAD SYSTEM OVER BUILDING PAPER ON H1.2 90mm TIMBER STUDS @400 CTRS. INSULATED WITH FIBREGLASS BATTS TO R2.6
NOM. CHECK ON SITE
MIRR
B'DRY
REFER TO SHEET A7.01 FOR DETAILS AT ENTRY
TYPICAL WALL SECTION DETAIL scale 1:5
UC ABOVE
2
45 x 35mm H3.1 vertical timber cavity batten fixed @ 200 crs max to vertical studs
CANOPY STEEL FIXINGS TO ENG. DETAILS
ALUMINIUM FRAMED SINGLE GLAZED JOINERY AT ENTRY WITH SUB SILL; REFER TO SCHEDULE
50
EXISTING CONCRETE BEAM & UPSTAND
OF UC FROM EX. CONC. COL.
48 BATTERSEA ST. SYDENHAM REFURBISHMENT Details
A
1:20 / 1:5@A2 A5.01 Jan.'13
TYPICAL EXTERNAL WALL & CANOPY DETAIL scale 1:25
4 -
TYPICAL WALL CORNER PLAN DETAIL scale 1:5
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work.
PROPRIETARY FLASHING OVER KALWALL AT APEX & UNDER PV MODULE
BRACED WALL SPEC AS PER ENGINEER'S DWGS.
EXISTING CONCRETE BEAM
50EA LOCALLY FIXED AT LOCATIONS TO MATCH MODULE ANGLE & TO 75 EA CONTINUOUS AS PER ENG. DWGS.
NEW SECTION OF ROOF SHEET & UNDERLAY WHERE ROOF MODIFIED FOR STEEL INSTALLATION
CONTINUOUS PROTECTIVE SEALANT
50
ALUMINIUM ANGLE FIXED THROUGH INTO CONCRETE AS SEALANT PROTECTOR & DRIP PACKERS AIR SEAL
NEW SECTION OF SPOUTING WHERE ROOF MODIFIED FOR STEEL INSTALLATION
TYPICAL BLOCKWORK HEAD DETAIL
EXISTING CONDITIONS SHOWN SHADED
150
ALUMINIUM JOINERY UNIT WITH H3.2 TIMBER REVEALS NOTCHED FOR LININGS
CONTINUOUS PROTECTIVE SEALANT
50EA LOCALLY FIXED AT LOCATIONS TO MATCH MODULE ANGLE & TO 75 EA CONTINUOUS AS PER ENG. DWGS.
170
PACKERS AIR SEAL
NOM. TO EXISTING
A3.02
700
11
00
70mm KALWALL STANDARD SKYLIGHT PANELS IN PROPRIETARY ALUMINIUM FRAME FIXED TO EA FRAME, REFER TO ROOF PLAN FOR LAYOUT
10
25
19
10
MITSUBISHI MLT SERIES PHOTOVOLTAIC MODULES IXED TO STEEL STRUCTURAL FRAME AS PER MANUFACTURER'S INSTRUCTIONS. REFER TO ROOF PLAN FOR SET OUT
SILL BLOCK RUN KALWALL TO DRIP INTO THE PFC
GALVANISED STEEL FRAME PAINT FINISH FIXINGS AS AS PER ENG. DWGS. REFER TO ROOF PLAN FOR SET OUT
EXISTING METAL FLASHING REINSTATED OR COLORSTEEL FLASHING CONFIGURED AS PER EXISTING FLASHING. LAP UNDER EXISTING TIMBER FASCIA & FIX THROUGH SIDE. FLASHING TO EXTEND FULL LENGTH OF DOOR SLIDING ZONE RUN 100mm PAST JAMB AT NIB END
EXISTING SLIDING DOOR TRACK RE-USED IN NEW POSITION FIXED TO EXISTING CONCRETE COLUMN
PFC 'TOESPACE' MEMBERS FOR MAINTENANCE ACCESS. OVERCAP WITH COLORSTEEL OVER 25mm H3CCA PLY
50
9
TYPICAL BLOCKWORK SILL DETAIL
A3.02
11
TYPICAL BLOCKWORK SILL DETAIL
EXISTING TRACK AT THRESHOLD TO REMAIN WITHOUT MODIFICATION
A2.02
1393
180
200 PFC
AIR SEAL
1 A5.01
TYPICAL EXTERNAL WALL & CANOPY DETAIL
800
75
RHS 'JOISTS' TO SUPPORT FRAMES & WALKWAY PFC MEMBERS
PACKERS
3 -
CONTINUOUS PROTECTIVE SEALANT BUILDING WRAP AND FLEXIBLE FLASHING TAPE BUILDING WRAP
STEEL FRAME CONNECTED TO EX. CONCRETE FRAME AS PER ENG. DWGS.
AIR SEAL
PACKERS
8
CAVITY BATTEN
50
100
50
100
50
100
50
100
50
4
TYPICAL BLOCKWORK JAMB DETAIL
A1.02
Mulseal Waterproof membrane painted
FOAM BOND BREAKER
5
EX100X50 H3.2 TIMBER BATTENS FIXED TO CLEATS FIXED WELDED TO STEEL OUTRIGGERS AS PER ROOF PLAN & ENG. DETAIL WELDED TO PFC MEMBER
90
CONTINUOUS EA WELDED TO OUTRIGGERS
SHEET FIXING NAILS CONTINUOUS PROTECTIVE SEALANT
10mm min. cover
LINE OF HEAD FLASHING OVER
40x20x1.6 Aluminium Rainshield angle Fixing to suit site conditions
TYPICAL FC CLADDING JAMB DETAIL
HEAD
5 min
A1.01
2
Backing rod and sealant
Backing rod and sealant
TYPICAL EXTERNAL AWNING DETAIL
Packing as required TYPICAL SILL Fixing to suit conditions Backing rod and sealant Selcted floor finish
A3.02
Sealed end stops to sill tray Mulseal Waterproof membrane to rebate Concrete slab
7 A1.01
EXISTING GLAZING AS OVERFLASHING AT REVEAL
COLORSTEEL REVEAL FLASHING SAW CUT & SEALED INTO CONCRETE & LAPPED INTO SIDE GUIDE
CONCRETE COLUMN BEYOND
BEAM OVER DASHED
FRONTLINE 100SG SUITE TYPICAL HEAD & SILL INSTALLATION DETAILS JAMB
Waterproof membrane & paint finish Packing as required Fixing to suite the conditions
40x20x1.6 Aluminium rainshield angle Backing rod and sealant FRONTLINE 100SG SUITE TYPICAL JAMB INSTALLATION DETAILS
ROLLER SHUTTER AS SPECIFIED, DRUM FIXED TO PFC BEAM ABOVE
48 BATTERSEA ST. SYDENHAM REFURBISHMENT
5 min
A3.02
TYPICAL ENTRY JOINERY DETAILS
Backing rod and sealant
EXISTING CONCRETE COLUMN
TYPICAL ROLLER SHTTER HEAD DETAIL
145
SETDOWN SLOPED TO EXTERIOR, REFER TO SHEET 5.03 FOR REBATE DDETAILS
COLORSTEEL COVER FLASHING LAP UNDER SOFFIT & RETURN BEHIND PFC
3
25
ROLLER SHUTTER SIDE TRACK FIXED TO STEEL SHS
7mm FIBRE CEMENT SHEET FLUSH JOINT ON H1.2 TIMBER BATTENS FIXED TO TIMBER OUTRIGGER FIXED THROUGH PFC BEAM
Details
A
1:5@A2 A5.02 Jan.'13
5 A2.02
TYPICAL FC CLADDING JAMB DETAIL
6 A1.01
TYPICAL ENTRY JOINERY DETAILS
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work.
48 BATTERSEA ST. SYDENHAM REFURBISHMENT General Details
-
nts A5.04 Jan.'13
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz BUILDING CONSENT ISSUE
All dimensions to be verified on site before producing shop drawings and commencing any work.
Landscape Plan Scale 1:100
Entry Stair Elevation Scale 1:100
48 BATTERSEA ST. SYDENHAM REFURBISHMENT Entry Stair + Landscape Plan
A
1:100 / 1:50 / 1:5@A2 A7.01 Jan.13
Entry Stair Section
Hand Rail Detail
Leadbetter Carr Architects 03 377 1210 www.leadbettercarr.co.nz
Scale 1:50
Scale 1:5
BUILDING CONSENT ISSUE
4680
ALL EXISTING FOUNDATIONS AND FRAMING TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS. ANY DISCREPANCY WITH THE PROPOSED SCHEME TO BE REPORTED TO THIS OFFICE IMMEDIATELY.
. LE
9070 O
ST
H
600 SQUARE x 600 MIN. DEEP FOUNDATION PAD AT COLUMN LOCATION REFER DRAWING S.02 FOR DEATILS.
TE
E ET
C
O
C
EW
N
P TIO EE DA D . N IN U M FO 0 60 AD P
RE ONC PC E E N .D ATIO MIN 600 UND O W F NE PAD
600 SQUARE x 600 MIN. DEEP FOUNDATION PAD AT COLUMN LOCATION REFER DRAWING S.02 FOR DEATILS.
R
N
3000
4600 APROX. TO BE CONFIRMED ON SITE.
PO
. LE
N
O
ST
H
PO
LE . H O ST RE FE R
PO
SL AB
4680 DR AW
IN G
S. 02
FO
NE
W
4600
BA Y
R
DE TA
IL S.
TE RE C N CO P ION E E AT .D IN UND M O 0 60 AD F W P E N
TE
CRE CON P E N . DE TIO MIN NDA 600 U O W F NE PAD
3000
TH IC KL OA DI NG
ASSUMED EXISTING FOUNDATION TO BE CONFIRMED ON SITE.
3000
15 0m m
60 0M PA IN. D D FO EE UN P C DA ON TIO CR ET N E
NE W
. LE
O
ST
3000
H
PO
9070
FOUNDATION PLAN SCALE 1:100
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
FOUNDATION DETAILS.
1:100
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.01
1
GROUND LEVEL
50 MIN TOP COVER
100
REFER PLAN FOR FOUNDATION EXTENT AND LOCATIONS (TYPICAL).
REFER PLAN FOR FOUNDATION EXTENT AND LOCATIONS (TYPICAL). EXISTING FOOTING TO BE CONFIRMED ON SITE.
1200 MIN. DEEP
300
D12 BARSx400 LONG @ 300crs EPOXY GROUT 100mm MIN. INTO EXISTING FOOTING. (TYPICAL)
75 MIN BTM. COVER
50 MIN TOP COVER 100
75 MIN BTM. COVER
300
GROUND LEVEL
300
100 GROUND LEVEL
600 SQUARE FOUNDATION PAD EXISTING FOOTING TO BE CONFIRMED ON SITE.
EXISTING FOOTING TO BE CONFIRMED ON SITE.
PAD FOOTING AT OFFICE AREA.
PAD FOOTING AT WAREHOUSE.
SCALE 1:20
SCALE 1:20
200
1000 MIN. INTO CONCRETE (TYPICAL)
GROUND LEVEL
NEW CONCRETE PAD FOOTINGS OBOVE N.G.L. SE82 MESH TOP AND BOTTOM
600 MIN. DEEP
CLEARANCE TO EXISTING TIMBER FLOOR TO BE CONFIRMED ON SITE 50 MIN TOP COVER
NEW PAD FOOTING TO BE POURED WITH EXISTING PILES IN PLACE.
75 MIN BTM. COVER
600 MIN. DEEP
150UC30 CANOPY COLUMN
D12 BARS (400 LONG) @ 300crs EPOXY GROUT 100mm MIN. INTO EXISTING FOOTING. (TYPICAL)
D12 BARSx400 LONG @ 300crs EPOXY GROUT 100mm MIN. INTO EXISTING FOOTING. (TYPICAL)
PAD THICKENING AT COLUMN LOCATIONS. SCALE 1:20
BUILD UP STEP TO EXISTING FLOOR LEVEL WITH PERIMETER TIMBER PLATE AND NEW JOIST TO ARCHITICTS DETAILS.
POST HOLE TO CANOPY FRAMING COLUMNS.
D12 BARS @ 600crs, LAP 600mm INTO FLOOR SLAB.
SCALE 1:20
150mm SLAB WITH 1 LAYER OF SE82 MESH THROUGHOUT. TO SOLID 150 BEARING MIN.250mm
100
GROUND LEVEL
HD16 HD16 9mm PLY TO BE ADHERED TO INTERNAL FACE OF EXISTING MASONRY WALL WITH EPOXY OR SIMILAR. ATTACHED TO BOTH SIDES OF 45 SG8 TIMBER BATTENS @ 400crs WITH NAILS THROUGH PRIOR TO ADHERING TO MASONRY.
250
100
100
250
150mm THICK LOADING BAY SLAB. SCALE 1:20
INTERNAL LINING. REFER TO ARCHITECT DRAWINGS. 45 SG8 BATTENS @ 400crs. 9mm PLY TO BE ADHERED TO INTERNAL FACE OF EXISTING MASONRY WALL WITH EPOXY OR SIMILAR.
EXISTING MASONRY BOUNDARY WALL TO REMAIN.
PLYWOOD DIAPHRAGM ELEMENT TO SOUTH WALL DETAIL. SCALE 1:20
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
FOUNDATION DETAILS.
1:100
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.02
1
15 C 0U O C LU 3 M 0 N
12 5 O x5 LU S M HS N C
12 5 O x5 LU S M HS N C
12 5 O x5 LU S M HS N C
12 5 O x5 LU S M HS N C
LEGEND: 300 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
P
DENOTES 75x50x4 RHS CANOPY PURLINS. @ 900 crs.
125x5 SHS STRUT
125x5 SHS STRUT
1 RB
RB
1
EXISTING FLOOR BEAM
12 C 5x O 5 LU S M HS N
SH S 5x
5
C
N
12
LU O
C
15 0 O UC LU 3 M 0 N
DENOTES RB25 REID BAR CROSS BRACING TO MANUFACTURERS DETAILS AND SPECIFICATIONS.
RB2
DENOTES RB20 REID BAR CROSS BRACING TO MANUFACTURERS DETAILS AND SPECIFICATIONS.
RB3
DENOTES RB12 REID BAR CROSS BRACING TO MANUFACTURERS DETAILS AND SPECIFICATIONS.
FOR FRAME ELEVATIONS REFER TO DRAWING S.04, S.05 & S.06
ALL EXTERNAL STEEL WORK TO BE GALVANISED.
125x5 SHS STRUT
M
RB1
C
125x5 SHS STRUT RB2 SH
15 C 0U O C LU 3 M 0 N
RB 1
5 5x 12
15 C 0U O C LU 3 M 0 N
1 RB
EXISTING FLOOR BEAM
S
250 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
125x5 SHS STRUT
125x5 SHS STRUT
O LU M N
EXISTING 250 UB PORTAL BEAM
LU O
C
1 RB 1 RB
N
125x5 SHS STRUT
250 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
SH S M
2 RB2
RB
C
RB1
2 RB 2 RB
1 RB 1 RB
125x5 SHS STRUT
12 5x 5
EXISTING 250 UB PORTAL BEAM
125x5 SHS STRUT
RB2
250 PFC LINTEL @ EXISTING CONCRETE BEAM HEIGHT
12 5 O x5 LU S M HS N C 12 C 5x O 5 LU S M HS N
125x5 SHS STRUT
EXISTING 250 UB PORTAL BEAM
125x5 SHS STRUT
12 5 O x5 LU S M HS N
2 RB2 RB
EXISTING 250 UB PORTAL BEAM
2 RB2 RB
EXISTING 250 UB PORTAL BEAM
2 RB2 RB
125x5 SHS STRUT
125x5 SHS STRUT
125x5 SHS STRUT
300 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
ALL EXISTING FOUNDATIONS AND FRAMING TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS. ANY DISCREPANCY WITH THE PROPOSED SCHEME TO BE REPORTED TO THIS OFFICE IMMEDIATELY.
PROVIDE GIB DIAPHRAGM BRACING TO GROUND FLOOR CEILING TO MANUFACTURERS DESIGN SPECIFICATIONS.
WAREHOUSE ROOF AND OFFICE AREA FIRST FLOOR BRACING PLAN
3 RB
RB
3
150UC30 CANOPY ROOF BEAM
RB 3
P
EXISTING ROOF TRUSSES
3 RB
RB
3
EXISTING ROOF TRUSSES
RB
3
150 PFC CANOPY BEAM
C
3 RB
P
15 150UC30 CANOPY 0 O UC ROOF BEAM LU 3 M 0 N
C
150 PFC CANOPY BEAM
15 0 O UC LU 3 M 0 N
3 RB
150 PFC CANOPY BEAM
250 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
3 RB
3 RB
RB
RB 3
3
150 PFC CANOPY BEAM 300 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
15 0 O UC LU 3 M 0 N
P
150UC30 CANOPY ROOF BEAM
EXISTING ROOF TRUSSES
C
250 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
300 PFC VERTICAL AND 380 PFC HORIZONTAL PORTAL FRAME TO EXTERIOR FACADE.
15 C 0U O C LU 3 M 0 N
SCALE 1:100
OFFICE AREA UPPER ROOF BRACING & ENTRANCE CANOPY FRAMING PLAN SCALE 1:100
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL FRAMING PALNS. 1:100
SCALE @ A2
JOB No.
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.03
1
ALL EXTERNAL STEEL WORK TO BE GALVANISED.
150UC30 COLUMN
150UC30 PORTAL BEAM
150UC30 COLUMN
150UC30 PORTAL BEAM
150UC30 COLUMN
150UC30 COLUMN
150UC30 PORTAL BEAM
ENTRANCE CANOPY ROOF FRAMING ELEVATIONS. SCALE 1:50 15 400
15 400
400
400
400
15 400
400
400
400
400
400
4290
4170
4290
15 400
400
400
400
15 400
400
400
400
400
400
6110
400
250 PFC BRACING COLUMN
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
900
900
600
600
15 400
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
250 PFC BRACING COLUMN
757.5
757.5
600
195
400
400
15 400
400
400
400
15 400
400
400
400
400
400
195
600
15 400
380 PFC BRACING BEAM
380 PFC BRACING BEAM
380 PFC BRACING BEAM
OFFICE ENTRANCE FRAMING ELEVATIONS. SCALE 1:50
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL FRAMING ELEVATIONS.
1:50
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.04
1
ALL EXTERNAL STEEL WORK TO BE GALVANISED. 15
15 400
400
400
400
15 400
400
400
400
400
400
250 PFC BRACING COLUMN
250 PFC BRACING COLUMN
900
400
400
15 400
400
400
400
600 400
757.5 757.5
380 PFC BRACING BEAM
400
15 400
400
400
6110
400
600
15 400
400
195
600
400
195
400
400
380 PFC BRACING BEAM
15 400
400
600
15 400
900
400
900
400
600
600
400
250 PFC BRACING COLUMN
15 400
4030 250 PFC BRACING COLUMN
4170 250 PFC BRACING COLUMN
4030
380 PFC BRACING BEAM 250 PFC BRACING COLUMN
380 PFC BRACING BEAM
380 PFC BRACING BEAM
900
6110
600
757.5
757.5
250 PFC BRACING COLUMN
380 PFC BRACING BEAM
250 PFC BRACING COLUMN
600
195
400
195
400
380 PFC BRACING BEAM
380 PFC BRACING BEAM
380 PFC BRACING BEAM
OFFICE REAR WALL FRAMING ELEVATIONS. SCALE 1:50
125x
125x
5 SH
N LUM S CO 5 SH
S CO
LUM
N
RB 2
0
RI
ED
RI ED
BA R
W AL L
125x5 SHS COLUMN
20
125x5 SHS COLUMN
RB
125x5 SHS COLUMN
BA
R
W
AL
L
BR
AC
E
125x5 SHS COLUMN
250 PFC LINTEL
BR
AC
E
WAREHOUSE REAR WALL FRAMING ELEVATIONS. (VIEWED FROM INSIDE) SCALE 1:50
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL FRAMING ELEVATIONS.
1:50
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.05
1
15 400
400
400
400
400
400
757.5
15 400
600
125x5 SHS STRUT
125x5 SHS COLUMN
400
380 PFC BRACING BEAM
900
300 PFC BRACING COLUMN
380 PFC BRACING BEAM
400
6110
400
600
400
900
400
300 PFC BRACING COLUMN
400
300 PFC BRACING COLUMN
250 PFC BRACING COLUMN
150UC30 COLUMN
15 400
757.5
4465 300 PFC BRACING COLUMN
4415 300 PFC BRACING COLUMN
380 PFC BRACING BEAM
300 PFC BRACING COLUMN
380 PFC BRACING BEAM
600
150UC30 PORTAL BEAM
400
400
400
400
400
400
400
25 RB
IED
25 R
IED
BA
R
WA
LL B
R
RA
CE
195
400
15 600
15
R
BA
L WA
RB
CE RA B L
125x5 SHS COLUMN
400
195
400
ALL EXTERNAL STEEL WORK TO BE GALVANISED.
15
380 PFC BRACING BEAM
WEST WALL FRAMING ELEVATIONS.
15 400
400
15 400
400
400
400
400
400
195
SCALE 1:50
4465
4415
L WA
BA R
WA LL
600 900
380 PFC BRACING BEAM
400
400
400
380 PFC BRACING BEAM
300 PFC BRACING COLUMN
RI ED
400
300 PFC BRACING COLUMN
RB 25
BR AC E
15 600
25
E
400
400
400
15 400
400
400
400
400
400
195
RB
ED RI
R BA
AC
15 400
300 PFC BRACING COLUMN
R LB
125x5 SHS COLUMN
125x5 SHS COLUMN
125x5 SHS STRUT
400
900
6110
600
15 400
250 PFC BRACING COLUMN
300 PFC BRACING COLUMN
380 PFC BRACING BEAM
300 PFC BRACING COLUMN
380 PFC BRACING BEAM
300 PFC BRACING COLUMN
757.5
757.5
600
150UC30 PORTAL BEAM
150UC30 COLUMN
380 PFC BRACING BEAM
380 PFC BRACING BEAM
380 PFC BRACING BEAM
EAST WALL FRAMING ELEVATIONS. SCALE 1:50
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL FRAMING ELEVATIONS.
1:50
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.06
1
Z .
75x50x4 RHS CANOPY PURLINS. Ex. 6mm THICK MS CLEAT PLATE F.P.B.W. TO TOP OF UC FLANGE 2-20dia HOLES FOR 2-M12 HOLLO-BOLTS.
44 70 44
44 70 44
Ex. 8mm STIFFENER 6.F.W.A.R TO UC BEAM.
50 30
30
Ex. 10mm THICK MS END PLATE F.P.B.W. AT FLANGES OF UC 6.F.W.A.R. TO WEB OF UC. 4-18 DIA HOLES FOR 4-M16 BOLTS, GRADE 8.8
93
150 PFC CANOPY ROOF BEAM.
Ex. 10mm THICK MS END PLATE F.P.B.W. AT FLANGES OF UC 6.F.W.A.R. TO WEB OF UC. 4-18 DIA HOLES FOR 4-M16 BOLTS, GRADE 8.8
Ex 6mm MS CLEAT PLATE 5.F.W.A.R. TO INSIDE FACE OF UC FLANGE 2-14dia HOLES FOR 2-M12 BOLTS, GRADE 8.8S
Ex. 10mm STIFFENER 6.F.W.A.R TO UC COLUMN.
150 PFC CANOPY ROOF BEAM. Ex 6mm MS CLEAT 2-18dia HOLES FOR 2-M16 BOLTS, GRADE 8.8S Ex. 10mm STIFFENER 6.F.W.A.R TO UC COLUMN.
150UC30 CANOPY BEAM
Ex. 10mm STIFFENER 6.F.W.A.R TO UC COLUMN.
150UC30 CANOPY COLUMN
50 30
30
150UC30 CANOPY BEAM (BEHIND) BOLTED THROUGH CANOPY ROOF BEAM CONNECTION PLATE.
120
130
15 30 60 30
150UC30 CANOPY BEAM
Ex. 10mm STIFFENER 6.F.W.A.R TO UC COLUMN.
44 70 44
150 PFC CANOPY ROOF BEAM. (BEHIND).
120
.
15 30 60 30
Y
.
44 70 44
X
150UC30 CANOPY COLUMN
150UC30 CANOPY COLUMN
150UC30 CANOPY COLUMN
150UC30 CANOPY FRAME CONNECTION DETAIL.
SECTION X-X.
SECTION Y-Y.
SECTION Z-Z.
SCALE 1:10
SCALE 1:10
SCALE 1:10
SCALE 1:10
700 MAX. CANTILEVER
75
75x8 EQUAL ANGLE A-FRAME TO ALTERNATE RHS PURLIN F.P.B.W ALL CONNECTIONS REFER ARCHITECTS DRAWINGS FOR DETAILS. 20dia HOLES FOR M12 HOLLO-BOLT TO CONNECT FRAME TO ALTERNATE RHS PURLIN.
50
200 PFC CANOPY GUTTER
75x8 EQUAL ANGLE HORIZONTALS TO SUPPORT P.V PANELS. 14dia HOLE FOR M12 BOLT, GRADE 8.8S TO CONNECT A-FRAME.
20 75x200x8mm THICK MS CLEAT PLATE 5 F.W.A.R. TO PFC GUTTER 2-20dia HOLES FOR 2-M12 HOLLO-BOLTS.
100x75x8 UA VERGE FIXED TO HORIZONTALS.
75x8 EQUAL ANGLE A-FRAME TO ALTERNATE RHS PURLIN F.P.B.W ALL CONNECTIONS REFER ARCHITECTS DRAWINGS FOR DETAILS.
150 PFC CANOPY GUTTER
25
CONNECT END FRAME TO PARAPET WITH 1-T12100 TRUBOLT.
75x8 EQUAL ANGLE HORIZONTALS TO SUPPORT P.V PANELS. 14dia HOLE FOR M12 BOLT, GRADE 8.8S TO CONNECT A-FRAME.
25
100
200 PFC CANOPY GUTTER 75x50x4 RHS CANOPY PURLINS @ 900crs.
75x50x4 RHS CANOPY PURLINS.
COPE ANGLE LEG TO SUIT 20dia HOLE FOR M12 HOLLO-BOLT TO CONNECT FRAME TO ALTERNATE RHS PURLIN.
COPE ANGLE LEG TO SUIT. 75x75x8mm THICK MS CLEAT PLATE 5 F.W.A.R. TO PFC GUTTER 2-20dia HOLES FOR 2-M12 HOLLO-BOLTS.
END A-FRAME TO PARAPET CONNECTION DETAIL.
200 PFC CANOPY GUTTER CONNECTION DETAIL.
75x8 EQUAL ANGLE CANOPY A-FRAME CONNECTION DETAIL.
SCALE 1:10
SCALE 1:10
SCALE 1:10
VERGE ANGLE TO CANOPY A-FRAME CONNECTION DETAIL. SCALE 1:10
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
20
75x8 EQUAL ANGLE END A-FRAME F.P.B.W ALL CONNECTIONS REFER ARCHITECTS DRAWINGS FOR DETAILS.
14dia HOLE FOR M12 BOLT, GRADE 8.8S TO CONNECT VERGE ANGLE.
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL STEEL CONNECTION DETAILS.
1:10
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.07
1
150 PFC CANOPY ROOF BEAM. Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN. 400
50 50 30 40 380 PFC EXTERIOR FACADE BRACING BEAM. 70
380 PFC EXTERIOR FACADE BRACING BEAM.
120 380
10 70 120 120 70 380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
250 PFC EXTERIOR FACADE BRACING COLUMN.
250 PFC EXTERIOR FACADE BRACING COLUMN.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
380 PFC EXTERIOR FACADE BRACING BEAM.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
SCALE 1:10
70 120 120
EXISTING CONCRETE COLUMN. EXISTING CONCRETE BEAM.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN. 400
400
30 50
20
20
380 PFC EXTERIOR FACADE BRACING BEAM.
20
30 50
20
20 30 40
70 M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
SOLID STEEL SHIMS TO SUIT ALIGN FRONT OF ALL FACADE BRACING MEMBERS.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN SET BACK 20mm FROM OUT SIDE FACE OF PFC. TYPICAL.
150 PFC CANOPY ROOF BEAM. Ex 6mm MS CLEAT PLATE 5.F.W.A.R. TO EXTERIOR FACADE BRACING COLUMN WEB AND BOTTOM OF STIFFENER PLATE 2-14dia HOLES FOR 2-M12 BOLTS, GRADE 8.8S
SECTION C-C.
10
SCALE 1:10 380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
380 PFC EXTERIOR FACADE BRACING BEAM. 380x80x20 MS END PLATE SET BACK 20mm FROM OUTSIDE FACE OF PFC AND COPE PFC SUIT. F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8. TYPICAL.
250 PFC EXTERIOR FACADE BRACING COLUMN.
70
70 120 70
120
120
70
380 PFC EXTERIOR FACADE BRACING BEAM. 400
SECTION B-B.
SCALE 1:10
400
120
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
SECTION A-A.
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
120
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
120
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC BEAM SET BACK 20mm FROM OUT SIDE FACE OF PFC. TYPICAL.
400
70
70 120 70
120
120 120 70
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
70
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8 250 PFC EXTERIOR FACADE BRACING COLUMN.
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN. 400
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
400
70
400
20 70
20 380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
150
70
120
120
10
400
120
.
70
400
C
70
.
120
B
120
.
150 PFC CANOPY ROOF BEAM. 380 PFC EXTERIOR FACADE BRACING BEAM.
70
A
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
250 PFC AND 380 PFC TYPICAL BOLTED CONNECTIONS FOR EXTENAL FRAMES. SCALE 1:10
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL STEEL CONNECTION DETAILS.
1:10
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.08
1
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
.
B .
380 PFC EXTERIOR FACADE BRACING BEAM.
.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
50 50 30 40
400
380 PFC EXTERIOR FACADE BRACING BEAM.
300 PFC EXTERIOR FACADE BRACING COLUMN.
120 120 70
70
120
120
70
70 70
70
400
70
400
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
400
SCALE 1:10
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
EXISTING CONCRETE COLUMN. EXISTING CONCRETE BEAM.
400
400
20 30 50
380 PFC EXTERIOR FACADE BRACING BEAM.
SECTION B-B.
SCALE 1:10
70
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
SECTION A-A.
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
380 PFC EXTERIOR FACADE BRACING BEAM.
20 30 50
300 PFC EXTERIOR FACADE BRACING COLUMN.
250 PFC EXTERIOR FACADE BRACING COLUMN.
20
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC BEAM SET BACK 20mm FROM OUT SIDE FACE OF PFC. TYPICAL.
20
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
120
250 PFC EXTERIOR FACADE BRACING COLUMN.
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
120
150UC30 CANOPY COLUMN
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
20
70
Ex. 10mm STIFFENER 6.F.W.A.R TO UC COLUMN.
70
70
20
20 30 40
Ex 6mm MS CLEAT 5.F.W.A.R. TO INSIDE FACE OF UC FLANGE 2-14dia HOLES FOR 2-M12 BOLTS, GRADE 8.8S
150
150 PFC CANOPY ROOF BEAM.
120
380
120 120
380 PFC EXTERIOR FACADE BRACING BEAM.
120
120 120
70
120 120
70
10
400
10
400
C
70
A
15 30 60 30
120
15 30 60 30
50 30
120
130
Ex 6mm MS CLEAT PLATE 5.F.W.A.R. TO INSIDE FACE OF FLANGE OF EXTERIOR FACADE BRACING COLUMN 2-14dia HOLES FOR 2-M12 BOLTS, GRADE 8.8S 30 50
SOLID STEEL SHIMS TO SUIT ALIGN FRONT OF ALL FACADE BRACING MEMBERS.
380x80x20 MS END PLATE SET BACK 20mm FROM OUTSIDE FACE OF PFC AND COPE PFC SUIT. F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8. TYPICAL.
300 PFC EXTERIOR FACADE BRACING COLUMN. Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN SET BACK 20mm FROM OUT SIDE FACE OF PFC. TYPICAL.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
380 PFC EXTERIOR FACADE BRACING BEAM.
SCALE 1:10
70 120 120
180x80x10 MS CLEAT PLATES F.P.B.W. TO PFC. 18 DIA HOLE FOR M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS. TYPICAL.
70
70 120 120
250 PFC EXTERIOR FACADE BRACING COLUMN.
10
70
70 70 10
SECTION C-C.
400
120
400
120
400
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
380x80x20 MS END PLATE F.P.B.W. AT FLANGES OF PFC 6.F.W.A.R. TO WEB OF PFC. 3-18 DIA HOLES FOR 3-M16 BOLTS, GRADE 8.8
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
Ex. 15mm STIFFENER 6.F.W.A.R TO PFC COLUMN.
CANOPY ROOF CONNECTIONS.
300 PFC AND 380 PFC TYPICAL BOLTED CONNECTIONS FOR EXTENAL FRAMES.
SCALE 1:10
SCALE 1:10
380 PFC EXTERIOR FACADE BRACING BEAM.
M16 CHEMSET ANCHORS SET OUT AS INDICATED. (150mm EMBEDMENT INTO EXISTING CONCRETE) 75x10 WASHERS AT BOLT LOCATIONS WITH DOME HEAD BOLTS. REFER ARCH. FOR DETAILS.TYPICAL.
250 PFC AND 380 PFC EXTENAL FRAME TO REAR OF OFFICE FIN BOLTED CONNECTION DETAIL. SCALE 1:10
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL STEEL CONNECTION DETAILS.
1:10
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.09
1
125X5 SHS FULLY WELDED PORTAL FRAME BEAM.
125X5 SHS FULLY WELDED PORTAL FRAME BEAM.
REID BAR ROD BRACING REFER TYPICAL REID BAR BRACING DETAILS. SITE WELD BRACING CLEAT TO UB WEB. 75
285
.
55
75
30 50
50 30
FULLY WELD 125X5 SHS PORTAL FRAME COLUMN TO BEAM.
135
FULLY WELD 125X5 SHS PORTAL FRAME COLUMN TO BEAM.
55
A
30
30
285x135x10 THICK END PLATE 5 F.W.A.R. TO SHS STRUT.
500x125x12 THICK PLATE 5 F.W.A.R. TO BOTTOM FLANGE OF EXISTING 250 UB ROOF BEAM. REID BAR ROD BRACING REFER TYPICAL REID BAR BRACING DETAILS.
REID BAR ROD BRACING REFER TYPICAL REID BAR BRACING DETAILS.
285x135x10 THICK END PLATE 5 F.W.A.R. TO SHS STRUT.
125X5 SHS FULLY WELDED PORTAL FRAME BEAM PROVIDE 2-20dia HOLES FOR 2-M12 HOLLO-BOLTS.
125X5 SHS FULLY WELDED PORTAL FRAME BEAM PROVIDE 2-20dia HOLES FOR 2-M12 HOLLO-BOLTS.
125x5 SHS STRUT WITH 5 THICK CAP PLATE PROVIDE 2-20dia HOLES FOR 2-M12 HOLLO-BOLTS. (TYPICAL)
SECTION A-A. SCALE 1:10 125X5 SHS FULLY WELDED PORTAL FRAME COLUMN.
125X5 SHS FULLY WELDED PORTAL FRAME COLUMN.
350x300x12 MS PLATE, 5.F.W.A.R. TO 125x5 SHS POST, 4-18 DIA HOLES FOR T16150 TRUBOLTS.
350x300x12 MS PLATE, 5.F.W.A.R. TO 125x5 SHS POST, 4-18 DIA HOLES FOR T16150 TRUBOLTS.
20mm DRY PACK UNDER BASE PLATE.
20mm DRY PACK UNDER BASE PLATE.
125x5 SHS STRUT TO EXISTING 250 UB ROOF BEAM CONNECTION DETAILS (TYPICAL).
125x5 SHS STRUT TO 125X5 SHS FULLY WELDED PORTAL FRAME BEAM CONNECTION DETAILS (TYPICAL). SCALE 1:10
SCALE 1:10 120 70 35
40
60
50
95
40
70
30
25 55
80
125x5 SHS PORTAL FRAME CONNECTION DETAILS (TYPICAL).
60 40 45
35
80
SCALE 1:10 125X5 SHS FULLY WELDED PORTAL FRAME COLUMN.
80x70x8 MS PLATE 1-17dia HOLE 5.F.W.A.R. TO STEEL MEMBER.
50 30
250
RB25
30
120
40
95
260 70
65
30
30
60
80
60
30
30
40
120
40
30
80x70x8 MS PLATE 1-17dia HOLE 5.F.W.A.R. TO 260x80x10 MS PLATE 2-M16 TRUBOLTS INTO CONCRETE.
80 40
40
80
40
65
260
40
30
260
80
SCALE 1:10
40
SCALE 1:10
40
125x5 SHS BASE PLATE DETAILS (TYPICAL).
60
50
200
250 PFC ROLLER DOOR LINTEL TO 125X5 SHS FULLY WELDED PORTAL FRAME COLUMN CONNECTION DETAILS.
60 40
30 70
50
35
45
35
190x80x10 MS CLEAT 5.F.W.A.R. TO SHS 2-18DIA HOLES FOR 2-M16 BOLTS, GRADE 8.8S
80
40
200x75x8 MS FIN PLATE 5.F.W.A.R. TO 125x5 SHS POST 4-18 DIA HOLES FOR T16100 TRUBOLTS BOLTED TO FACE OF EXISTING FOOTING. 100 MIN. EMBEDMENT.
RB20
SCALE 1:5
80 350x300x12 MS PLATE, 5.F.W.A.R. TO 125x5 SHS POST, 18 DIA HOLES FOR T16150 TRUBOLTS.
120x95x12 MS PLATE 1-30dia HOLE 5.F.W.A.R. TO STEEL MEMBER.
REIDBRACE CLEATS TO STEEL MEMBERS.
200
45 30
200
RB12
70
45 30
50
200 50
50
25
50
55
50
30
250
130
50
200
50
50
250
250 PFC LINTEL
350
50
50
350
50
350
80x70x12 MS PLATE 1-20dia HOLE 5.F.W.A.R. TO STEEL MEMBER.
80x70x12 MS PLATE 1-20dia HOLE 5.F.W.A.R. TO 260x80x10 MS PLATE 2-M16 TRUBOLTS INTO CONCRETE.
RB12
120x95x12 MS PLATE 1-30dia HOLE 5.F.W.A.R. TO 260x80x10 MS PLATE 2-M16 TRUBOLTS INTO CONCRETE.
RB20
RB25
REIDBRACE CLEATS TO CONCRETE. SCALE 1:5
ALL RIED BAR BRACING CONNECTIONS TO BE IN ACCORDANCE WITH MANUFACTURERS DESIGN SPECIFICATIONS AND DETAILS.
CONSTRUCTION ISSUE
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS 229 Lichfield Street, Christchurch. PO Box 21381, Christchurch 8143. Phone 03 365 3243, Email cory@constructure.co.nz
CLIENT
PROJECT TITLE
DRAWING TITLE
SCALE @ A2
JOB No.
LEADBETTER CARR ARCHITECTS LTD.
48 BATTERSEA STREET, CHRISTCHURCH.
STRUCTURAL STEEL CONNECTION DETAILS.
AS SHOWN
3083
DESIGN.
DRAWN.
C.B.
M.I.
DATE.
12-12-2012
DRAWING No.
ISSUE
S.10
1