2.5 structural drawings (avalon 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

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

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20/10/15J.FINNEGANJ.FINNEGAN

AVALON BLOCKSESMIC STRENGTHENINGGENERAL 3D AND PHOTOS

MOE - NATIONWIDE FLSAUCKLAND, WELLINGTON AND CHRISTCHURCH

246313

W.E.NICHOLSON

P.DON

C. HECKMANN AVAL DRG


S00-01

A 20/10/15 FOR INFORMATION J.FINNEGAN

3D VIEW

02S30-01

15S33-01

01S30-01

GS1-N (1000) GS1-N (2000) GS1-N (1000) AQUALINE GS1-N (1000)

GS1-N (2000)

GS1-

N (2

400)

GS1-

N (2

400)

GS1-N (1500)GS1-N (2000) GS1-N (2000)

GS2-

N (2

400)

GS2-

N (3

200)

GS2-

N (3

200)

GS2-

N (3

200)

GS2-

N (2

700)

EP1 (900) EP1 (900) EP1 (900) EP1 (900)

2-290x45 LINTEL 2-290x45 LINTEL 2-290x45 LINTEL 2-290x45 LINTEL

2-29

0x45

LINT

EL

2-29

0x45

LINT

EL

2-29

0x45

LINT

EL

GS2-

N (2

700)

GS2-

N (2

700)

LINE OF STEP IN ROOF ABOVE

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:



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AVALON BLOCKOPTION 1

AUCKLAND, CHRISTCHURCH


246313

W.E.NICHOLSON

P.DON



S25-01


1 : 50FLOOR PLAN OPTION 1

GS1-N (1000) GS1-N (2000) GS1-N (1000) AQUALINE GS1-N (1000)

GS1-N (2000)

GS1-

N (2

400)

GS1-

N (2

400)

GS1-N (1500)GS1-N (2000) GS1-N (2000)

GS2-

N (2

400)

GS2-

N (3

200)

GS2-

N (3

200)

GS2-

N (3

200)

BL1-

H (2

700)

BL1-

H (2

700)

BL1-

H (2

700)

EP1 (900) EP1 (900) EP1 (900) EP1 (900)


15S33-01

2-29

0x45

LINT

EL

2-29

0x45

LINT

EL

2-29

0x45

LINT

EL

03S30-11

04S30-11








NOTES:



TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

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Offic

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As indicated

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:11 a.

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WELLINGTON


246313

W.E.NICHOLSON

P.DON



S25-11


1 : 50FLOOR PLAN OPTION 1

15S33-01

GS1-N (1000) GS1-N (2000) GS1-N (3500) AQUALINE GS1-N (2000) AQUALINE

GS1-

N (2

400)

GS2-

N (5

700)

EP1 (900) EP1 (900) EP1 (900) EP1 (900)

200PFC LINTEL 2-290x45 LINTEL

200P

FC LI

NTEL

GS1-N (2000) GS1-N (2000) GS2-N (5000) AQUALINE

GS2-

N (2

000)

GS2-

N (1

800)

200P

FC LI

NTEL

200P

FC LI

NTEL

200PFC LINTEL200PFC LINTEL

GS1-N (3500)

MAX1000

SPLIC

E

SPLIC

E

MAX1000

SPLIC

E

MAX1000

SPLIC

E

SPLIC

E

GS2-

N (1

800)

GS2-

N (1

800)

GS2-

N (1

900)

MAX1000

GS1-N (2000)

06S30-21

05S30-21


GS2-

N (3

700)

GS2-

N (1

900)

GS2-

N (3

700)

MAX1000







NOTES:



TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

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AUCKLAND

246313

W.E.NICHOLSON

P.DON



S25-21


FLOOR PLAN OPTION 2 1 : 50

15S33-01


GS1-

N (2

400)

EP1 (900) EP1 (900) EP1 (900) EP1 (900)

2-290x45 LINTEL

200P

FC LI

NTEL


GS2-

N (2

000)

BL1-

H (1

800)

200P

FC LI

NTEL

200P

FC LI

NTEL


GS1-N (3500)

MAX1000

SPLIC

E

SPLIC

E

MAX1000

SPLIC

E

MAX1000

SPLIC

E

SPLIC

E

BL1-

H (1

800)

BL1-

H (1

800)

GS1-N (2000)

200PFC LINTEL

07S30-31

08S30-31

MAX1000

MAX1000


GS2-

N (1

900)

GS2-

N (3

700)

GS2-

N (1

900)

GS2-

N (3

700)

GIB (2000) GIB (2000)







NOTES:



TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

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20/10

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:14 a.

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CHRISTCHURCH

246313

W.E.NICHOLSON

P.DON



S25-31



15S33-01


GS2-

N (3

800)

BLG-

H (1

800)

EP1 (900) EP1 (900) EP1 (900) EP1 (900)

200PFC LINTEL 2-290x45 LINTEL

200P

FC LI

NTEL

GS1-N (2000)

GS2-

N (1

900)


GS2-

N (2

000)

BLG-

H (1

800)

BLG-

H (1

800)

200P

FC LI

NTEL

200P

FC LI

NTEL


GS1-

N (2

400)

GS1-N (3500)

MAX1000

SPLIC

E

SPLIC

E

MAX1000

MAX1000

SPLIC

E

MAX1000

SPLIC

E

SPLIC

E

MAX1000

09S30-41

10S30-41


GS2-

N (3

800)

GS2-

N (1

900)







NOTES:



TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

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WELLINGTON

246313

W.E.NICHOLSON

P.DON



S25-41



02S30-01

15S33-01

EXISTING WALL FRAMINGTO BE RELINED WITH GS2-N

(2700)


(3200)


(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)


(2000)


(2000)


(1500)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

2-290x45 LINTEL 2-290x45 LINTEL2-290x45 LINTEL 2-290x45 LINTEL



TITLE

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APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

Date:

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1 : 50

20/10

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AUCKLAND, CHRISTCHURCH


246313

W.E.NICHOLSON

P.DON



S30-01


SECTION 1 : 50 S25-01

01

SECTION 1 : 50 S25-01

02

03S30-11


(2000)


(2000)


(2000)


(1500)








CONNECTION TYPE "E"REFER SHEET S48-01 CONNECTION TYPE "E"

REFER SHEET S48-01


15S33-01

EXISTING WALL FRAMINGTO BE RELINED WITH BL1-H

(2700)


(3200)


(2400)

04S30-11

2-290x45 LINTEL


AS48-01

SIM





TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

Date:

Offic

e:Fil

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1 : 50

20/10

/2015

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WELLINGTON


246313

W.E.NICHOLSON

P.DON



S30-11


SECTION 1 : 50 S25-11

04

SECTION 1 : 50 S25-11

03

05S30-21

MAX1000

CONNECTION TYPE "D"REFER SHEET S48-01


SPLIC

ETY

PE "C

"

CONNECTION TYPE "B"REFER SHEET S48-01

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"


CONNECTION TYPE "A"REFER SHEET S48-01

MAX1000

DOUBLE 90x45 STUD (MIN)CONNECTION TYPE "A"REFER SHEET S48-01

DOUBLE 90x45 STUD (MIN)CONNECTION TYPE "B"REFER SHEET S48-01


TRIPLE 90x45 STUD (MIN)CONNECTION TYPE "D"REFER SHEET S48-01


200PFC 200PFC 200PFC 2-290x45 LINTEL

MAX1000

MAX1000

MAX1000

MAX1000

15S33-01

06S30-21

EXISTING WALLFRAMING TO BE

RELINED WITH GS2-N(1800)




200PFC

AS48-01





TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

Date:

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1 : 50

20/10

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AUCKLAND

246313

W.E.NICHOLSON

P.DON



S30-21


SECTION 1 : 50 S25-21

06

SECTION 1 : 50 S25-21

05

15S33-01


RELINED WITH BL1-H(1800)



08S30-31

200PFC


AS48-01



07S30-31



200PFC200PFC

MAX1000

MAX1000

MAX1000

MAX1000

MAX1000

MAX1000

SPLIC

ETY

PE "C

"


SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"



200PFC






2-290x45 LINTEL



TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

Date:

Offic

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A

1 : 50

20/10

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CHRISTCHURCH

246313

W.E.NICHOLSON

P.DON



S30-31


SECTION 1 : 50 S25-31

07

SECTION 1 : 50 S25-31

08

15S33-01


RELINED WITH BLG-H(1800)





200PFC

10S30-41


AS48-01



09S30-41


200PFC200PFC


MAX1000

MAX1000

MAX1000

MAX1000

MAX1000

SPLIC

ETY

PE "C

"

MAX1000


SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"

SPLIC

ETY

PE "C

"



200PFC


2-290x45 LINTEL







TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

Date:

Offic

e:Fil

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A

1 : 50

20/10

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8:37

:33 a.

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WELLINGTON

246313

W.E.NICHOLSON

P.DON



S30-41


SECTION 1 : 50 S25-41

09

SECTION 1 : 50 S25-41

10

EXISTINGWALL

FRAMINGTO BE

RELINEDWITH EP1

(900)

EXISTINGWALL

FRAMINGTO BE

RELINEDWITH EP1

(900)

EXISTINGWALL

FRAMINGTO BE

RELINEDWITH EP1

(900)

EXISTINGWALL

FRAMINGTO BE

RELINEDWITH EP1

(900)



TITLE

PROJECT

APPROVEDDATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZEA1

Plot

Date:

Offic

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A

1 : 50

20/10

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:35 a.

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AVALON BLOCK

TYPICAL ELEVATION


246313

W.E.NICHOLSON

P.DON



S33-01


SECTION 1 : 50 S25-01

15

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)

100

6565

M12 BOLTS WITH 50mmSQUARE WASHERCENTRAL ON STUD

M12 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)

10mm END PLATE

PFC LINTEL/TIMBER WALL FRAMING CONNECTION(TYPE "D")

DOUBLE 90x45 STUDS (MIN)

90mm x 3.15 DIA. NAILSAT 250 CRS.(TYPICAL)

TIMBER LINTEL/TIMBER WALL FRAMING CONNECTION(TYPE "E")

2-90mm x 3.15 DIA. NAILSDIRECTLY BELOW LINTEL(TYPICAL)

6-90mm x 3.15 DIA. NAILS(TYPICAL)

2-190x45 TIMBER LINTEL200PFC LINTEL

400mm SHEET BRACE STRAP TO ONE SIDE6-30x3.15 DIA NAILS EACH END.

MAX100

1x6kN STUD ANCHOR.(CPC80)

M12 PROPRIETARY CONCRETE FIXINGBOLT WITH 50x50x3 SQUARE WASHERINTO FOUNDATION WALL.EMBEDMENT 75mm MIN INTO CONCRETE.(TYPICAL)

200

TIMBER FRAMED WALL

PFC LINTEL/TIMBER WALL FRAMING CONNECTION(TYPE "A")

200PFC LINTEL

200


SUITCUT TO

2 CONTINUOUS PACKERSWELL STITCHED TOGETHER(3.15mmNAILS AT 300)

M12-GALV. BOLTWITH50x50x3 WASHER

TIMBER BLOCKING

TIMBER STUDS(90x45 MIN)


TIMBER FRAMED WALL

PFC CONTINUOUS THROUGH TIMBER WALL FRAMING CONNECTION(TYPE "B")

200PFC CONTINUOUS THROUGH STUD WALL

200


2 CONTINUOUS PACKERSWELL STITCHED TOGETHER(3.15mmNAILS AT 300)

M12-GALV. BOLTWITH50x50x3 WASHER

TIMBER BLOCKING

TIMBER STUDS(90x45 MIN)


120

220

9540

12mm END PLATE2-M20 8.8/S BOLTS


6 6

PFC SPLICE(TYPE "C")

SUITCUT TO

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 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



TITLE

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AVALON BLOCK

DETAILS


246313

W.E.NICHOLSON

P.DON



S48-01


SECTION 1 : 10 S30-01

A

2.5 structural drawings (avalon block)

Documents