CANTERBURY BLOCK

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

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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.

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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


S00-01

A 18/09/15 FOR INFORMATION ONLY J. FINNEGAN

3D VIEW

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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



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CANTERBURY BLOCKOPTION 1

WELLINGTON AND CHRISTCHURCH


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S25-01

1 : 50FLOOR PLAN OPTION 1


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










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246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S25-11



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










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246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S25-21



TIMB

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GS2-N (2300)

GS2-N (1200) GS2-N (2500)

GS2-N (2300)

EP1 (1000) EP1 (1000) EP1 (1000)EP1 (1000)

04S30-51

EXISTING TRUSS

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10S33-01










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AUCKLAND


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S25-51



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)

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N (90

0)

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N (2

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10S33-01










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AUCKLAND


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S25-61



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

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GS2-

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0)

GS2-

N (2

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GS2-

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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










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AUCKLAND


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S25-71



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



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246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S30-01


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



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246313

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P.DON

S.RANDALL CANT DRG


S30-11


SECTION 1 : 50 S25-11

02

250PFC LINTEL


EXISTING WALL FRAMING TOBE RELINED WITH BLG-H

(2700)


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



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246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S30-21


SECTION 1 : 50 S25-21

03

2-190x45 LINTEL




DOUBLE 90x45 STUD (MIN)

EXISTING TRUSS EXISTING TRUSS

10S33-01

AS48-01

SIM



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AUCKLAND


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S30-51


SECTION 1 : 50 S25-51

04

250PFC LINTEL

EXISTING WALL FRAMING TOBE RELINED WITH GS2-N

(2700)


FRAMINGTO BE

RELINEDWITH GS2-N

(900)


EXISTING TRUSS

10S33-01


AS48-01



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AUCKLAND


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S30-61


SECTION 1 : 50 S25-61

05

250PFC LINTEL


EXISTING WALL FRAMING TOBE RELINED WITH GS2-N

(2700)


FRAMINGTO BE

RELINEDWITH GS2-N

(900)

EXISTING TRUSS

10S33-01


AS48-01



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W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S30-71


SECTION 1 : 50 S25-71

06

Corrugated Metal Roof

Timber Joinery

Brick Cladding(Typical)

Concrete foundation wall

EXISTINGWALL

FRAMING TOBE RELINED

WITHEP1 (1000)

EXISTINGWALL


WITHEP1 (1000)

EXISTINGWALL


WITHEP1 (1000)

EXISTINGWALL


WITHEP1 (1000)



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CANTERBURY BLOCK

TYPICAL ELEVATION


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S33-01


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



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CANTERBURY BLOCK

DETAILS


246313

W.E.NICHOLSON

P.DON

S.RANDALL CANT DRG


S48-01


SECTION 1 : 10 S30-01

A

CANTERBURY BLOCK

Documents

Transcript of CANTERBURY BLOCK