Post on 11-Apr-2018
A person using the Aurecon drawings and other data accepts the risk of:1. Using the drawings and other data in electronic form without requesting and checking them for accuracy against the original hard copyversions;2. Using the drawing or other data for any purpose not agreed to in writing by Aurecon.Wherever a discrepancy in the contract documents is found and unless directed otherwise by the Principal/Engineer, the contractor shalladopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable.
ABN: 54 005 139 873
DATESIZE
A1 DRAWING No.PROJECT No. TYPE REVWBS DISC - NUMBER
Plot
Date:
Offic
e:Fil
enam
e:
A
18/09
/2015
11:54
:33 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
MOE - NATIONWIDE FLS
246313 S00-00
AUCKLAND, WELLINGTON ANDCHRISTCHURCH
18/09/15
CANTERBURY BLOCK
INFORMATION ONLYNOT FOR CONSTRUCTION
CANT DRG
THESE STRUCTURAL DESIGN METHODOLOGIESHAVE BEEN DEVELOPED BASED ON SETARCHITECTURAL ALTERATIONS AS WELL AS ANUMBER OF ASSUMPTIONS IN REGARDS TOTHE LOCATION AND EXISTING DETAILS OF THEBUILDING. THE SUITABILITY OF THESESTRUCTURAL SCHEMES FOR APPLICATION TOANY SPECIFIC BUILDING SHOULD BE ASSESSEDBY A SUITABLY QUALIFIED ENGINEER PRIOR TOIMPLEMENTATION.A BUILDING CONSENT WILL BE REQUIREDBEFORE CARRYING OUT ANY ALTERATIONS
NOTES:
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 1
18/09
/2015
11:54
:35 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKSESMIC STRENGTHENINGGENERAL 3D AND PHOTOS
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S00-01
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
3D VIEW
TIMB
ER LI
NTEL
2-19
0x45
TIMB
ER LI
NTEL
2-19
0x45
TIMB
ER LI
NTEL
2-19
0x45
BLP-H (2500) BLP-H (1200)
BLP-H (2300)
BLP-H (1200) BLP-H (2500)
BLP-H (2300)
EP1 (1000) EP1 (1000) EP1 (1000) EP1 (1000)
01S30-01
EXISTING TRUSS
EXISTING TRUSS
10S33-01
NOTES1. ALL TIMBER TO BE SG8 GRADE.2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THISINCLUDES PERIMETER SHEET FIXINGS ANDWALL END HOLD DOWNS.
3. ALL STEELWORK SHALL BE CLEANED ANDTHEN PRIMED WITH ONE COAT OFAPPROVED RED OXIDE ZINC PHOSHATEALKYD PRIMER TO ACHIEVE A MINIMUMDRY FILM THICKNESS OF 75 MICRONS.
4. EXISTING WALLS ASSUMED TO BE TIMBERFRAMED WITH PLASTERBOARD LININGS(BOTH SIDES FOR INTERNAL WALLS, 1 SIDEFOR EXTERNAL WALLS.
5. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDESFOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
6. SEE S48-01 FOR TYPICAL LINTEL FIXINGAND BRACING WALL HOLD DOWN DETAILS.
DENOTES- PROVIDE CONNECTIONBETWEEN EXISTING SARKING(LOCATED UNDER CORRUGATEDROOFING) AND EXISTING TOPPLATE BY WAY OF NEW TIMBERBLOCKING AND FIXING
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:54
:37 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 1
WELLINGTON AND CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-01
1 : 50FLOOR PLAN OPTION 1
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
250P
FCLIN
TEL
BLP-H (2500) BLP-H (1200)
BLP-H (4600)
BLP-H (1200) BLP-H (2500)
EP1 (1000) EP1 (1000) EP1 (1000) EP1 (1000)
BLG-
H (2
700)
BLG-
H (90
0)
BLG-
H (2
700)
BLG-
H (90
0)
BLG-
H (2
700)
BLG-
H (90
0)
BLP-H (2300)
250P
FCLIN
TEL
250P
FCLIN
TEL
02S30-11
EXISTING TRUSS
EXISTING TRUSS
10S33-01
NOTES1. ALL TIMBER TO BE SG8 GRADE.2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THISINCLUDES PERIMETER SHEET FIXINGS ANDWALL END HOLD DOWNS.
3. ALL STEELWORK SHALL BE CLEANED ANDTHEN PRIMED WITH ONE COAT OFAPPROVED RED OXIDE ZINC PHOSHATEALKYD PRIMER TO ACHIEVE A MINIMUMDRY FILM THICKNESS OF 75 MICRONS.
4. EXISTING WALLS ASSUMED TO BE TIMBERFRAMED WITH PLASTERBOARD LININGS(BOTH SIDES FOR INTERNAL WALLS, 1 SIDEFOR EXTERNAL WALLS.
5. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDESFOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
6. SEE S48-01 FOR TYPICAL LINTEL FIXINGAND BRACING WALL HOLD DOWN DETAILS.
DENOTES- PROVIDE CONNECTIONBETWEEN EXISTING SARKING(LOCATED UNDER CORRUGATEDROOFING) AND EXISTING TOPPLATE BY WAY OF NEW TIMBERBLOCKING AND FIXING
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:54
:39 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 2
WELLINGTON AND CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-11
1 : 50FLOOR PLAN OPTION 2
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
250P
FCLIN
TEL
BLP-H (2000) BL1-H (3500)
BL1-
H (1
800)
BLP-H (2000) BLP-H (2000)
EP1 (1000) EP1 (1000) EP1 (1000) EP1 (1000)
BLG-
H (2
700)
BLG-
H (90
0)
BLG-
H (2
700)
BLG-
H (90
0)
BLG-
H (2
700)
BLG-
H (90
0)
GS2-N (2000)25
0PFC
LINTE
L
250P
FCLIN
TEL
BL1-
H (1
300)
BL1-H (2000)
GS2-N (2000)
GS2-N (2000)
03S30-21
EXISTING TRUSS
EXISTING TRUSS
10S33-01
NOTES1. ALL TIMBER TO BE SG8 GRADE.2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THISINCLUDES PERIMETER SHEET FIXINGS ANDWALL END HOLD DOWNS.
3. ALL STEELWORK SHALL BE CLEANED ANDTHEN PRIMED WITH ONE COAT OFAPPROVED RED OXIDE ZINC PHOSHATEALKYD PRIMER TO ACHIEVE A MINIMUMDRY FILM THICKNESS OF 75 MICRONS.
4. EXISTING WALLS ASSUMED TO BE TIMBERFRAMED WITH PLASTERBOARD LININGS(BOTH SIDES FOR INTERNAL WALLS, 1 SIDEFOR EXTERNAL WALLS.
5. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDESFOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
6. SEE S48-01 FOR TYPICAL LINTEL FIXINGAND BRACING WALL HOLD DOWN DETAILS.
DENOTES- PROVIDE CONNECTIONBETWEEN EXISTING SARKING(LOCATED UNDER CORRUGATEDROOFING) AND EXISTING TOPPLATE BY WAY OF NEW TIMBERBLOCKING AND FIXING
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:54
:41 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 3
WELLINGTON AND CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-21
1 : 50FLOOR PLAN OPTION 3
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
TIMB
ER LI
NTEL
2-19
0x45
TIMB
ER LI
NTEL
2-19
0x45
TIMB
ER LI
NTEL
2-19
0x45
GS2-N (2500) GS2-N (1200)
GS2-N (2300)
GS2-N (1200) GS2-N (2500)
GS2-N (2300)
EP1 (1000) EP1 (1000) EP1 (1000)EP1 (1000)
04S30-51
EXISTING TRUSS
EXISTING TRUSS
10S33-01
NOTES1. ALL TIMBER TO BE SG8 GRADE.2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THISINCLUDES PERIMETER SHEET FIXINGS ANDWALL END HOLD DOWNS.
3. ALL STEELWORK SHALL BE CLEANED ANDTHEN PRIMED WITH ONE COAT OFAPPROVED RED OXIDE ZINC PHOSHATEALKYD PRIMER TO ACHIEVE A MINIMUMDRY FILM THICKNESS OF 75 MICRONS.
4. EXISTING WALLS ASSUMED TO BE TIMBERFRAMED WITH PLASTERBOARD LININGS(BOTH SIDES FOR INTERNAL WALLS, 1 SIDEFOR EXTERNAL WALLS.
5. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDESFOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
6. SEE S48-01 FOR TYPICAL LINTEL FIXINGAND BRACING WALL HOLD DOWN DETAILS.
DENOTES- PROVIDE CONNECTIONBETWEEN EXISTING SARKING(LOCATED UNDER CORRUGATEDROOFING) AND EXISTING TOPPLATE BY WAY OF NEW TIMBERBLOCKING AND FIXING
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:54
:43 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 1
AUCKLAND
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-51
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
1 : 50FLOOR PLAN OPTION 1
05S30-61
250P
FCLIN
TEL
GS2-N (2500) GS2-N (1200)
GS2-N (4600)
GS2-N (1200) GS2-N (2500)
EP1 (1000) EP1 (1000) EP1 (1000) EP1 (1000)
GS2-
N (2
700)
GS2-
N (90
0)
GS2-
N (2
700)
GS2-
N (90
0)
GS2-
N (2
700)
GS2-
N (90
0)
GS2-N (2300)25
0PFC
LINTE
L
250P
FCLIN
TEL
EXISTING TRUSS
EXISTING TRUSS
10S33-01
NOTES1. ALL TIMBER TO BE SG8 GRADE.2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THISINCLUDES PERIMETER SHEET FIXINGS ANDWALL END HOLD DOWNS.
3. ALL STEELWORK SHALL BE CLEANED ANDTHEN PRIMED WITH ONE COAT OFAPPROVED RED OXIDE ZINC PHOSHATEALKYD PRIMER TO ACHIEVE A MINIMUMDRY FILM THICKNESS OF 75 MICRONS.
4. EXISTING WALLS ASSUMED TO BE TIMBERFRAMED WITH PLASTERBOARD LININGS(BOTH SIDES FOR INTERNAL WALLS, 1 SIDEFOR EXTERNAL WALLS.
5. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDESFOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
6. SEE S48-01 FOR TYPICAL LINTEL FIXINGAND BRACING WALL HOLD DOWN DETAILS.
DENOTES- PROVIDE CONNECTIONBETWEEN EXISTING SARKING(LOCATED UNDER CORRUGATEDROOFING) AND EXISTING TOPPLATE BY WAY OF NEW TIMBERBLOCKING AND FIXING
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:54
:45 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 2
AUCKLAND
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-61
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
1 : 50FLOOR PLAN OPTION 2
06S30-71
250P
FCLIN
TEL
GS2-N (2000) GS1-N (3500)
GS2-
N (1
800)
GS2-N (2000) GS2-N (2000)
EP1 (1000) EP1 (1000) EP1 (1000) EP1 (1000)
GS2-
N (2
700)
GS2-
N (90
0)
GS2-
N (2
700)
GS2-
N (90
0)
GS2-
N (2
700)
GS2-
N (90
0)
GS2-N (2000)
250P
FCLIN
TEL
250P
FCLIN
TEL
GS2-
N (1
300)
GS1-N (2000)
GS2-N (2000)
GS2-N (2000)
EXISTING TRUSS
EXISTING TRUSS
10S33-01
NOTES1. ALL TIMBER TO BE SG8 GRADE.2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THISINCLUDES PERIMETER SHEET FIXINGS ANDWALL END HOLD DOWNS.
3. ALL STEELWORK SHALL BE CLEANED ANDTHEN PRIMED WITH ONE COAT OFAPPROVED RED OXIDE ZINC PHOSHATEALKYD PRIMER TO ACHIEVE A MINIMUMDRY FILM THICKNESS OF 75 MICRONS.
4. EXISTING WALLS ASSUMED TO BE TIMBERFRAMED WITH PLASTERBOARD LININGS(BOTH SIDES FOR INTERNAL WALLS, 1 SIDEFOR EXTERNAL WALLS.
5. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDESFOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
6. SEE S48-01 FOR TYPICAL LINTEL FIXINGAND BRACING WALL HOLD DOWN DETAILS.
DENOTES- PROVIDE CONNECTIONBETWEEN EXISTING SARKING(LOCATED UNDER CORRUGATEDROOFING) AND EXISTING TOPPLATE BY WAY OF NEW TIMBERBLOCKING AND FIXING
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:54
:47 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 3
AUCKLAND
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-71
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
1 : 50FLOOR PLAN OPTION 3
EXISTING WALLTO REMAIN
EXISTING WALLTO REMAIN
JACK STUD FRAMING AS PER NZS3604
DOUBLE 90x45 STUD (MIN)
EQ EQ
EXISTING TRUSS EXISTING TRUSS
10S33-01
2-190x45 LINTEL
AS48-01
SIM
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:54
:49 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 1
WELLINGTON AND CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S30-01
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-01
01
250PFC LINTEL
EXISTING WALL FRAMING TOBE RELINED WITH BLG-H
(2700)
TRIPLE 90x45 STUD (MIN)EXISTINGWALL
FRAMINGTO BE
RELINEDWITH BLG-H
(900)
JACK STUD FRAMING AS PER NZS3604EXISTING TRUSS - TRUSS TO BEARON LINTEL. PROVIDE A BOLTEDCONNECTION OR WELD ON SITE.TO BE CONFIRMED IN SPECIFICDESIGN.
EXISTING TRUSS
10S33-01
AS48-01
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:54
:51 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 2
WELLINGTON AND CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S30-11
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-11
02
250PFC LINTEL
JACK STUD FRAMING AS PER NZS3604
EXISTING WALL FRAMING TOBE RELINED WITH BLG-H
(2700)
TRIPLE 90x45 STUD (MIN)EXISTINGWALL
FRAMINGTO BE
RELINEDWITH BLG-H
(900)
EXISTING TRUSS
10S33-01
EXISTING TRUSS - TRUSS TO BEARON LINTEL. PROVIDE A BOLTEDCONNECTION OR WELD ON SITE.TO BE CONFIRMED IN SPECIFICDESIGN.
AS48-01
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:54
:52 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 3
WELLINGTON AND CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S30-21
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-21
03
2-190x45 LINTEL
EXISTING WALLTO REMAIN
EXISTING WALLTO REMAIN
JACK STUD FRAMING AS PER NZS3604
DOUBLE 90x45 STUD (MIN)
EXISTING TRUSS EXISTING TRUSS
10S33-01
AS48-01
SIM
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:54
:54 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 1
AUCKLAND
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S30-51
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-51
04
250PFC LINTEL
EXISTING WALL FRAMING TOBE RELINED WITH GS2-N
(2700)
TRIPLE 90x45 STUD (MIN)EXISTINGWALL
FRAMINGTO BE
RELINEDWITH GS2-N
(900)
JACK STUD FRAMING AS PER NZS3604
EXISTING TRUSS
10S33-01
EXISTING TRUSS - TRUSS TO BEARON LINTEL. PROVIDE A BOLTEDCONNECTION OR WELD ON SITE.TO BE CONFIRMED IN SPECIFICDESIGN.
AS48-01
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:54
:56 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 2
AUCKLAND
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S30-61
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-61
05
250PFC LINTEL
JACK STUD FRAMING AS PER NZS3604
EXISTING WALL FRAMING TOBE RELINED WITH GS2-N
(2700)
TRIPLE 90x45 STUD (MIN)EXISTINGWALL
FRAMINGTO BE
RELINEDWITH GS2-N
(900)
EXISTING TRUSS
10S33-01
EXISTING TRUSS - TRUSS TO BEARON LINTEL. PROVIDE A BOLTEDCONNECTION OR WELD ON SITE.TO BE CONFIRMED IN SPECIFICDESIGN.
AS48-01
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:54
:58 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCKOPTION 3
AUCKLAND
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S30-71
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-71
06
Corrugated Metal Roof
Timber Joinery
Brick Cladding(Typical)
Concrete foundation wall
EXISTINGWALL
FRAMING TOBE RELINED
WITHEP1 (1000)
EXISTINGWALL
FRAMING TOBE RELINED
WITHEP1 (1000)
EXISTINGWALL
FRAMING TOBE RELINED
WITHEP1 (1000)
EXISTINGWALL
FRAMING TOBE RELINED
WITHEP1 (1000)
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
1 : 50
18/09
/2015
11:55
:00 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCK
TYPICAL ELEVATION
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S33-01
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 50 S25-01
10
100
7575
M12 BOLTS WITH 50mmSQUARE WASHERCENTRAL ON STUD
M16 BOLTS
TRIPLE 90x45 STUDS (MIN)
MAX100
90mm x 3.15 DIA. NAILSAT 250 CRS. BOTH SIDES(TYPICAL)
1x6kN STUD ANCHOR.M12 PROPRIETARY CONCRETE FIXINGBOLT WITH 50x50x3 SQUARE WASHERINTO FOUNDATION WALL.EMBEDMENT 75mm MIN INTO CONCRETE.(TYPICAL)
12mm END PLATE
PFC LINTEL/TIMBER WALL FRAMING CONNECTION
DOUBLE 90x45 STUDS (MIN)
90mm x 3.15 DIA. NAILSAT 250 CRS.(TYPICAL)
TYLOK 2T4 ONE SIDE.
TIMBER LINTEL/TIMBER WALL FRAMING CONNECTION
2-90mm x 3.15 DIA. NAILSDIRECTLY BELOW LINTEL(TYPICAL)
4-90mm x 3.15 DIA. NAILS(TYPICAL)
2-190x45 TIMBER LINTEL250PFC LINTEL
EXISTING FRAMING
GIB HANDBRAC BRACKET GEB001POSITIONED AS CLOSE AS PRACTICABLETO THE INTERNAL EDGE OF THEBOTTOM PLATE
M12 ANCHOR EPCON C6125mm EMBEDMENT INTO EXISTINGCONCRETE FOUNDATION WALL.DRILL TO AVIOD CUTTING OF EXISTINGREINFORCEMENT
M12 ANCHOR EPCON C6 900 CRS MAX125mm EMBEDMENT INTO EXISTINGCONCRETE FOUNDATION WALL(TYPICAL)
GIB BL1-H, GIB BLG-H, BLP-H, AND ECOPLY EP1 TYPICAL HOLD DOWN DETAIL
NEW 90x45 STUDS AT 600 CRS MAXIMUM
NEW 90x45 DWANGS AT 600 CRS MAXIMUM
PROVIDE BLOCKING BETWEENEXISTING FLOOR JOISTS
GIB BRACELINE OR ECOPLY(REFER TO PLANS FOR LOCATIONS)
NOTES
TIMBER FRAMING MUST COMPLY WITH:NZBC B1 STRUCTURES:AS1 CLAUSE 3 TIMBER (NZS 3604:2011)NZBC B2 DURABILITY:AS1 CLAUSE 3.2 TIMBER (NZS3602)
FRAMING DIMENSIONS AND HEIGHT ARE AS DETERMINED BY NZS 3604 STUDAND TOP PLATE TABLES FOR LOAD BEARING AND NON LOAD BEARING WALLS.KILN DRIED VERIFIED STRUCTURAL GRADE TIMBER MUST BE USED. MACHINEGRADED TIMBER SUCH AS LASERFRAME IS RECOMMENDED.
FASTEN GIB BRACELINE TO FRAME WITH 35mm X 6g GIB GRABBER HIGHTHREADED SCREWS AT 50, 100, 150, 225, 300 mm FROM EACH CORNER AND150mm CENTRES AROUND PERIMETER OF THE BRACING ELEMENT. FORVERTICALLY FIXED SHEETS PLACE FASTENERS AT 300 CENTRES TO THESHEET JOINT.
FIX NEW LINING DIRECTLY TO FRAMING. IF PART OF SHEETS ARE USEDENSURE NAILING AT REQUIRED CENTRES IS CARRIED OUT AROUND THEPERIMETER OF EACH SHEET OR PART SHEET. 2-3mm EXPANSION GAPSHOULD BE LEFT BETWEEN SHEETS.
FASTEN ECOPLY WITH 50x2.8mm GALVANISED OR STAINLESS STEEL FLATHEAD NAILS. PLACE FASTENERS NO LESS THAN 7mm FROM SHEET EDGE.FASTENERS ARE PLACED AT 150mm CENTRES AROUND THE PERIMETER OFEACH SHEET AND 300mm CENTRES TO INTERMEDIATE STUDS AND DWANGS.WHERE MORE THAN ONE SHEET FORMS PART OF THE BRACE ELEMENTEACH SHEET MUST BE NAILED OFF INDEPENDENTLY.
90x45 TOP PLATE
90x45 BOTTOM PLATE
250PFC
M12 BOLTS AT 900 CRS
LUMBERLOK CPC80AT EVERY JACK STUD
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
enam
e:
DISC - NUMBER
A
As indicated
18/09
/2015
11:55
:02 a.
m.C:
\Use
rs\wa
yne.n
ichols
on\D
ocum
ents\
Docu
ments
\2463
13-M
OE-C
ANTE
RBUR
Y BL
OCK-
CENT
RAL F
ILE-2
015_
wayn
e.nich
olson
.rvt
18/09/2015J. FINNEGANJ. FINNEGAN
CANTERBURY BLOCK
DETAILS
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
246313
W.E.NICHOLSON
P.DON
S.RANDALL CANT DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S48-01
A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN
SECTION 1 : 10 S30-01
A