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 copy versions; 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 shall adopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable. ABN: 54 005 139 873 DATE SIZE A1 DRAWING No. PROJECT No. TYPE REV WBS DISC - NUMBER Plot Date: Office: Filename: A 20/10/2015 8:37:04 a.m. C:\Users\wayne.nicholson\Documents\Documents\246313-MOE-AVALON BLOCK-CENTRAL FILE-2015_wayne.nicholson.rvt MOE - NATIONWIDE FLS 246313 S00-00 AUCKLAND, WELLINGTON AND CHRISTCHURCH 20/10/15 AVALON BLOCK INFORMATION ONLY NOT FOR CONSTRUCTION AVAL DRG
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Transcript
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
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:04 a.
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MOE - NATIONWIDE FLS
246313 S00-00
AUCKLAND, WELLINGTON ANDCHRISTCHURCH
20/10/15
AVALON BLOCK
INFORMATION ONLYNOT FOR CONSTRUCTION
AVAL DRG
THESE STRUCTURAL DESIGN METHODOLOGIESHAVE BEEN DEVELOPED BASED ON SETARCHITECTURAL ALTERATIONS AS WELL AS ANUMBER OF ASSUMPTIONS IN REGARDS TO THELOCATION 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
20/10
/2015
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:08 a.
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20/10/15J.FINNEGANJ.FINNEGAN
AVALON BLOCKSESMIC STRENGTHENINGGENERAL 3D AND PHOTOS
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
1. 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 OF APPROVEDRED OXIDE ZINC PHOSPHATE ALKYD PRIMERTO ACHIEVE A MINIMUM DRY FILM THICKNESSOF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDES FOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING ANDBRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FORDESCRIPTION OF THE STRUCTURAL SCHEME,LOADING PARAMETERS AND %NBS TARGETVALUES.
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
As indicated
20/10
/2015
8:37
:10 a.
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20/10/15J.FINNEGANJ.FINNEGAN
AVALON BLOCKOPTION 1
AUCKLAND, CHRISTCHURCH
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
1. 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 OF APPROVEDRED OXIDE ZINC PHOSPHATE ALKYD PRIMERTO ACHIEVE A MINIMUM DRY FILM THICKNESSOF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDES FOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING ANDBRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FORDESCRIPTION OF THE STRUCTURAL SCHEME,LOADING PARAMETERS AND %NBS TARGETVALUES.
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
As indicated
20/10
/2015
8:37
:11 a.
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20/10/15J.FINNEGANJ.FINNEGAN
AVALON BLOCKOPTION 1
WELLINGTON
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
1. 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 OF APPROVEDRED OXIDE ZINC PHOSPHATE ALKYD PRIMERTO ACHIEVE A MINIMUM DRY FILM THICKNESSOF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDES FOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING ANDBRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FORDESCRIPTION OF THE STRUCTURAL SCHEME,LOADING PARAMETERS AND %NBS TARGETVALUES.
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
As indicated
20/10
/2015
8:37
:13 a.
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20/10/15J.FINNEGANJ.FINNEGAN
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
1. 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 OF APPROVEDRED OXIDE ZINC PHOSPHATE ALKYD PRIMERTO ACHIEVE A MINIMUM DRY FILM THICKNESSOF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDES FOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING ANDBRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FORDESCRIPTION OF THE STRUCTURAL SCHEME,LOADING PARAMETERS AND %NBS TARGETVALUES.
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
As indicated
20/10
/2015
8:37
:14 a.
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20/10/15J.FINNEGANJ.FINNEGAN
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
1. 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 OF APPROVEDRED OXIDE ZINC PHOSPHATE ALKYD PRIMERTO ACHIEVE A MINIMUM DRY FILM THICKNESSOF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFICBRACING WALLS SHALL BE LINED WITHSTANDARD PLASTERBOARD LININGS (BOTHSIDES FOR INTERNAL WALLS. 1 SIDE FOREXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING ANDBRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FORDESCRIPTION OF THE STRUCTURAL SCHEME,LOADING PARAMETERS AND %NBS TARGETVALUES.
NOTES:
CLIENT REV DATE REVISION DETAILS APPROVAL
REVTYPEWBSPROJECT NoDRAWING No.
TITLE
PROJECT
APPROVEDDATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZEA1
Plot
Date:
Offic
e:Fil
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DISC - NUMBER
A
As indicated
20/10
/2015
8:37
:16 a.
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20/10/15J.FINNEGANJ.FINNEGAN
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH
AVALON BLOCKOPTION 2
WELLINGTON
246313
W.E.NICHOLSON
P.DON
C. HECKMANN AVAL DRG
INFORMATION ONLYNOT FOR CONSTRUCTION
S25-41
A 20/10/15 FOR INFORMATION J.FINNEGAN
FLOOR PLAN OPTION 2 1 : 50
02S30-01
15S33-01
EXISTING WALL FRAMINGTO BE RELINED WITH GS2-N
(2700)
EXISTING WALL FRAMINGTO BE RELINED WITH GS2-N
(3200)
EXISTING WALL FRAMINGTO BE RELINED WITH GS2-N
(2400)
2-290x45 LINTEL
90x45 JACK STUD FRAMING 600 CRS
AS48-01
SIM
DOUBLE 90x45 STUD (MIN)CONNECTION TYPE "E"REFER SHEET S48-01
FASTEN GIB LINING TO TOP PLATES WITH 32mm GIBGRABBER HIGH THREAD SCREWS @ 50mm CRSACROSS 600mm LENGTH SHOWN
01S30-01
BRACING WALLLINED WITH GS1-N
(2000)
BRACING WALLLINED WITH GS1-N
(2000)
BRACING WALLLINED WITH GS1-N
(2000)
BRACING WALLLINED WITH GS1-N
(1500)DOUBLE 90x45 STUD (MIN)CONNECTION TYPE "E"REFER SHEET S48-01
DOUBLE 90x45 STUD(MIN)
CONNECTION TYPE "E"REFER SHEET S48-01
DOUBLE 90x45 STUD(MIN)
CONNECTION TYPE"E"
REFER SHEET S48-01
DOUBLE 90x45 STUD (MIN)CONNECTION TYPE "E"REFER SHEET S48-01
CONNECTION TYPE "E"REFER SHEET S48-01
CONNECTION TYPE "E"REFER SHEET S48-01 CONNECTION TYPE "E"
REFER SHEET S48-01CONNECTION TYPE "E"REFER SHEET S48-01
FRAMING DIMENSIONS AND HEIGHT ARE AS DETERMINED BY NZS3604 STUD AND TOP PLATE TABLES FOR LOAD BEARING AND NONLOAD BEARING WALLS. KILN DRIED VERIFIED STRUCTURAL GRADETIMBER MUST BE USED. MACHINE GRADED TIMBER SUCH ASLASERFRAME IS RECOMMENDED.
FASTEN GIB BRACELINE TO FRAME WITH 35mm X 6g GIB GRABBERHIGH THREADED SCREWS AT 50, 100, 150, 225, 300 mm FROM EACHCORNER AND 150mm CENTRES AROUND PERIMETER OF THEBRACING ELEMENT. FOR VERTICALLY FIXED SHEETS PLACEFASTENERS AT 300 CENTRES TO THE SHEET JOINT.
FIX NEW LINING DIRECTLY TO FRAMING. IF PART OF SHEETS AREUSED ENSURE NAILING AT REQUIRED CENTRES IS CARRIED OUTAROUND THE PERIMETER OF EACH SHEET OR PART SHEET. 2-3mmEXPANSION GAP SHOULD BE LEFT BETWEEN SHEETS.
FASTEN ECOPLY WITH 50x2.8mm GALVANISED OR STAINLESS STEELFLAT HEAD NAILS. PLACE FASTENERS NO LESS THAN 7mm FROMSHEET EDGE. FASTENERS ARE PLACED AT 150mm CENTRESAROUND THE PERIMETER OF EACH SHEET AND 300mm CENTRES TOINTERMEDIATE STUDS AND DWANGS. WHERE MORE THAN ONESHEET FORMS PART OF THE BRACE ELEMENT EACH SHEET MUSTBE NAILED OFF INDEPENDENTLY.
NOTES:
90x45 TOP PLATE
90x45 BOTTOM PLATE
200PFC
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
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DISC - NUMBER
A
As indicated
20/10
/2015
8:37
:37 a.
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20/10/15J.FINNEGANJ.FINNEGAN
AVALON BLOCK
DETAILS
MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH