moe flexible learning space nelson 2-storey … file246313 nels drg s -00 ... \246313\03 project...

$: MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY … file246313 NELS DRG S -00 ... \246313\03 Project Delivery\CADD\MODELLING\REVIT\STR\CENTRAL FILE ... Using the drawings and other data$
DRAWING No. PROJECT No. TYPE REV WBS DISC - NUMBER

A246313 S-00-00 NELS DRG

MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK

WELLINGTON AND CHRISTCHURCH - OPTION 2

ABN: 54 005 139 873

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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.

FOR INFORMATION ONLY NOT FOR CONSTRUCTION

SIZE

A1DATE

1-06-16

32 54 6324 12891 3658 9207 6324

1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO

MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.

3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.

4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)

5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.

6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.

7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.

8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY

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1 6

A

D

B

C

05 S-30-11

01 S-30-10

02 S-30-10

04 S-30-11

10 S-30-12

11 S-30-12

190x

90 S

G8TI

MBER

BEA

M 24

0x90

SG8

TIMB

ER B

EAM

GIB

BL1-

H(5

000)

GIB

BL1-

H(5

000)

GIB

BL1-

H(6

400)

GIB

BL1-

H(6

400)

GIB GS2 (5600)

GIB GS2 (5600)

GIB GS2 (7100)

90x90 TIMBER POST

190x

90 S

G8TI

MBER

BEA

M 24

0x90

SG8

TIMB

ER B

EAM

90x90 TIMBER POST

9309

28

45

9309

03 S-30-11

09 S-45-02

300/380PFC PORTAL FRAME



300/380PFCPORTAL FRAME

NEW TWO-STOREY PORTAL FRAME NEW TWO-STOREY PORTAL FRAME

GIB GS2 (7100)

LIFT DETAILS REFER S-40-05

PROVIDE FIXING BETWEEN LIFTSHAFT SHS POST AND EXISTING BUILDING. FIXINGS TO BE M12 BOLTS AT 300 CRS TO EXISTING TIMBER COLUMN AND NEW DOUBLE TIMBER STUDS TO TRIM LIFT SHAFT

REV DATE SIZE PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK

WELLINGTON AND CHRISTCHURCH - OPTION 2 SCALE CLIENT APPROVAL

A FOR INFORMATION As indicated A1 REVISION DETAILS FOR INFORMATION ONLY

NOT FOR CONSTRUCTION DRAWN APPROVED

TITLE OPTION 2 W.E.NICHOLSON DATE

J.FINNEGAN

GROUND FLOOR PLAN DESIGNED J.B.MAKWANA

DRAWING No. REV CHECKED

M. MCGECHIE PROJECT No WBS TYPE DISC - NUMBER

NELS DRG246313 S-25-10 A

1 2 3 4 5 6

01 02 03 04 S-30-10 S-30-10 S-30-11 S-30-11

A NEW FLOOR AND ROOF TO FORM LIFT LOBBY STRUCTURE TO MATCH EXISTING

LIFT DETAILS REFER S-40-05

B

C

ECOP

LY -

EP1

190x

90 S

G8 T

IMBE

R BE

AM

SEE S25.01

90x90 TIMBER POST

90x90 TIMBER POST

90x90 TIMBER POST 90x90 TIMBER POST

ECOP

LY -

EP1

NEW TWO-STOREY PORTAL FRAME NEW TWO-STOREY PORTAL FRAME

90x90 TIMBER POST

190x

90 S

G8 T

IMBE

R BE

AM

NOTES:90x90 TIMBER POST

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90x90 TIMBER POST 10 90x90 TIMBER POST 09 S-30-12 S-45-02

11 S-30-12

D









CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK FOR INFORMATION ONLY PROJECT A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2 DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE FIRST FLOOR PLAN DESIGNED

J.B.MAKWANA PROJECT No WBS TYPE DISC - NUMBER REV CHECKED

J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 A S-25-11

D C B A

RL 6.706 m ROOF

09 S-45-02

ECOPLY - EP1

?

RL 3.658 m LEVEL 1

RL 0.000 m GROUND FLOOR

SECTION 01 1 : 50 S-25-10

A B C D

10 11 S-30-12 S-30-12

RL 6.706 m ROOF

190x90 SG8

16 16S-48-01 15 14

NOTES: 1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO


3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75

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90x9

0 TIM

BER

POST

90x9

0 TIM

BER

POST

90x9

0 TIM

BER

POST

90x9

0 TIM

BER

POST

S-48-01 MICRONS. 4. NEW WALLS NOT LABELED AS SPECIFIC

BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR

S-48-01 S-48-01

13 1309 S-45-02

300PFC 300PFC 300PFC 6kN HOLD DOWN

190x90 SG8

S-48-01 S-48-01 6kN HOLD DOWN

240x90 SG8

RL 3.658 m LEVEL 1

EXTERNAL WALLS)5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND

BRACING WALL HOLD DOWN DETAILS. 6. REFER TO DESIGN FEATURES REPORT FOR

DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND %

300P

FC

380P

FC

300P

FC

90x9

0 TIM

BER

POST

16 S-48-01 12

S-48-01 12

S-48-01 12 S-48-01

200mm THICK EXISTING CONCRETE WALLS

RL 0.000 m GROUND FLOOR

6kN HOLD DOWN

SECTION 02 1 : 50 S-25-10

NBS TARGET VALUES. 7. THESE STRUCTURAL DESIGN

METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.


CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE FOR INFORMATION ONLY PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2

DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE CROSS SECTIONS SHEET 1 DESIGNED J.B.MAKWANA

PROJECT No WBS TYPE DISC - NUMBER REV CHECKED J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 A S-30-10

B C D B C D






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GROUND FLOOR RL 0.000 m

LEVEL 1 RL 3.658 m

ROOF RL 6.706 m

10 S-30-12

11 S-30-12

310UB46

460UB82

460U

B82

460U

B82

RL -0.280 m RL -0.280 m

2150x2150x900 FOUNDATION PAD UNDER EACH PORTAL FRAME LEG

22 S-45-01

21 S-45-01

20 S-45-01

24 S-45-01

23 S-45-01

280

TEMPORARILY PROP FLOOR AND REMOVE EXISTING PILES AS REQUIRED

280


LEVEL 1 RL 3.658 m

ROOF RL 6.706 m

GIB BL1-H GIB BL1-H

GIB

GS2

10 S-30-12

11 S-30-12

310UB46

460U

B82

460UB82

460U

B82

SECTION 1 : 50 S-25-10

03 SECTION 1 : 50 S-25-10

04

D10 S-30-12

11 S-30-12


GIB BL1-H 6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.



SECTION 1 : 50 S-25-10

05

REV DATE SIZE PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK

WELLINGTON AND CHRISTCHURCH - OPTION 2 SCALE CLIENT APPROVAL

A FOR INFORMATION As indicated A1 REVISION DETAILS FOR INFORMATION ONLY

NOT FOR CONSTRUCTION DRAWN APPROVED

TITLE OPTION 2 W.E.NICHOLSON DATE

J.FINNEGAN

CROSS SECTIONS SHEET 2 DESIGNED J.B.MAKWANA

DRAWING No. REV CHECKED

M. MCGECHIE PROJECT No WBS TYPE DISC - NUMBER

NELS DRG246313 S-30-11 A

5

04 S-30-11

03 S-30-11

02 S-30-10

GIB GS2 20 S-45-01

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GIB GS2


3 2

LEVEL 1 RL 3.658 m

ROOF RL 6.706 m

4

05 S-30-11

GIB GS2 20 S-45-01

20 S-45-01

20 S-45-01


3 2

LEVEL 1 RL 3.658 m

05 S-30-11

02 S-30-10

03 S-30-11

GIB GS2









NOTES:

SECTION 1 : 50

SECTION 1 : 50

S-25-10

10

5 4

04 S-30-11

S-25-10

11

CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK FOR INFORMATION ONLY A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION

DRAWING No.

TITLE

PROJECT WELLINGTON AND CHRISTCHURCH - OPTION 2 DRAWN APPROVED

DATE

J.FINNEGAN

OPTION 2 W.E.NICHOLSON CROSS SECTIONS SHEET 3 DESIGNED

J.B.MAKWANA PROJECT No WBS TYPE DISC - NUMBER CHECKED REV

M. MCGECHIE NELS DRG246313 S-30-12 A

C07

7

C07 C07 C0

C07 C07 C07 C07 50X

5 50X5

50X5

50X5 50X5

50X5 50X5 50X5

50X5 50X5

50X5 50X5

50X5 50X5

44 42 44 42 44 42 S-40-05 S-40-05 S40.05 S40.05 S40.05 S40.05

2 S40.06

200 1700 200 1816 1816 908 908

150UB18 125x75RHS5

200

41 4141 S-40-05 S40.05 S40.05 400x400x400 SUMP

125x

75RH

S5

J5-1

50UB

18-J5

200x

100R

HS5

125x

75RH

S5

125x

75RH

S5

2115

100x

75UA

6

2115

2115

2025

250 SLAB ON GRADE

43 4343 S-40-05 S40.05 S40.05

200 125x75RHS5

150UB18

1 : 50 LIFT PIT - FOUNDATION LEVEL

1 : 50 LIFT SHAFT - GROUND FLOOR

1 : 50 LIFT SHAFT - FIRST FLOOR

1 : 50 LIFT SHAFT - TOP OF FRAME

ROOF BRACING PLANE RL 6.706 m

150UB18

S40.05 S40.05 44 42

C

ROOF BRACING PLANE 125x75RHS5

S40.05 S40.05 41 43

3

S40.06 4

ROOF BRACING PLANE

C

150UB18

S40.05 S40.05 4442

ROOF BRACING PLANE

3

125x75RHS5

S40.05 S40.05 4143

S45.06 4

50x5 PLATE TO PASS THROUGH 3 SLOTS CUT IN RHS 6FWAR

S40.06 BETWEEN PLATE AND RHS

89SH

S4.9

1500

52

8

1100

20

0016

5815

00

1500125x75RHS5 125x75RHS5

125x75RHS5 125x75RHS5 125x75RHS5

RL 3.658 m FIRST FLOOR LEVEL FIRST FLOOR LEVEL FIRST FLOOR LEVEL FIRST FLOOR LEVEL

125x75RHS5 125x75RHS5

125x75RHS5 200x100RHS5 125x75RHS5 NOTES:125x75RHS5

1100

20

0016

58

89SH

S4.9

89SH

S4.9

125x75RHS5



89SH

S4.9

89SH

S4.9

125x75RHS5 89SH

S4.9

89SH

S4.9

89SH

S4.9

125x75RHS5

1 3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM

S40.06

RL 0.000 m GROUND FLOOR GROUND FLOOR THICKNESS OF 75 MICRONS. GROUND FLOOR GROUND FLOOR

4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH

RL -1.100 m SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)

BOTTOM LIFT PITBOTTOM LIFT PIT BOTTOM LIFT PIT BOTTOM LIFT PIT


6. REFER TO DESIGN FEATURES REPORT FOR 5 DESCRIPTION OF THE STRUCTURAL SCHEME,

S-40-06 LOADING PARAMETERS AND %NBS TARGET VALUES.

SECTION 41 SECTION 42 SECTION 43 SECTION 44 7. AN ULTIMATE SOILD BEARING PREASURE OF S-40-05 300KPa HAS BEEN ASSUMED

1 : 50 S-40-05 1 : 50 S-40-05 1 : 50 S-40-05 1 : 50 8. LIFT RAILS BY LIFT MANUFACTURER AND INSTALLER.

CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE FOR INFORMATION ONLY PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2

DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE LIFT DETAILS DESIGNED J.B.MAKWANA

PROJECT No WBS TYPE DISC - NUMBER REV CHECKED J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 S-40-05 A

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8mm PLATE6FWAR TO SHS8mm PLATE6FWAR TO SHS

12mm END PLATE 2-M16 CHEMICAL INJECTION ANCHORS

FACE OF LIFT PIT

8mm PLATE 6FWAR TO SHS

GROUND FLOOR RL 0.000m

BOTTOM LIFT PIT RL -1.100m









NOTES:

SUMP DETAIL

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SECTION 1 : 10

SECTION 1 : 10

SECTION 1 : 10

SECTION 1 : 20

SECTION 1 : 10

H12 VERT.AT 200crs EF

H12 VERT.AT 200crs EF

DPM

1100

250

H12 AT 150crs T&B EW

600 LAP

50 CVR

75 C

VR

100

35

101 35

35 65

2-M16 8.8/S BOLTS

M16 8.8/S BOLT5mm CAPPING PLATE

8mm CLEAT PASTTHROUGH POST 6FWAR

50X5 BRACING 6FWARTO POAT AND UB

M16 8.8/S BOLT

70

50X5

125x75RHS5

50X5

89SH

S4.9

2-M16 8.8/S BOLTS


8mm CLEAT PASTTHROUGH POST 6FWAR

50X5 BRACING 6FWARTO POAT AND UB

M16 8.8/S BOLT

70

50X5

125x75RHS5

50X5

89SH

S4.9

M16 8.8/S BOLT

2-M16 8.8/S BOLTS


8mm CLEAT PAST THROUGH POST 6FWAR

50X5 BRACING 6FWAR TO POAT AND UB

M16 8.8/S BOLT

70

50X5

125x75RHS5

50X5

89SH

S4.9

70

90

50X5

125x75RHS5

8mm PLATE 6FWAR TO SHS 2-M16 8.8/S BOLTS

5mm CAPPING PLATE

8mm CLEAT PAST THROUGH POST 6FWAR

50X5 BRACING 6FWAR TO POAT AND UB

150UB 6FWAR TO POST

89SH

S4.9

1 S-40.05

2 S-40.05

3 S-40.05

4 S-40.05

200 300 (x300) 200

300

250

H12 U-BARS AT 150 CRS

H12 L-BARS AT 150 CRS

4-H12

4-H12

S-40-05

5

CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE A FOR INFORMATION As indicated A1 FOR INFORMATION ONLY

NOT FOR CONSTRUCTION PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK

WELLINGTON AND CHRISTCHURCH - OPTION 2 DRAWN APPROVED

TITLE OPTION 2W.E.NICHOLSON DATE

J.FINNEGAN

LIFT SHAFT GENERAL DETAILSDESIGNED J.B.MAKWANA

CHECKED M. MCGECHIE DRAWING No.

PROJECT No WBS TYPE DISC -NU MBER REV

NELS DRG246313 S-40-06 A

LEVEL 1 RL 3.658 m

EXISTING LAMINATED BEAM

M12 COACH BOLTS STAGGERED AT 400 CRS

162

198

100

100 SOLID BLOCKING AS REQUIRED

460UB82

EXISTING FLOOR JOINTS

EXISTING TIMBER FLOOR

ROOF RL 6.706 m

EXISTING BOTTOM CHORD OF ROOF TRUSS

BLOCKING AS REQUIRED

310UB46

EXISTING CEILING JOISTS NEW JOIST HANGERS

M12 COACH BOLTS AT 400 CRS

NEW JOIST HANGERS


20mm DRY PACK

20mm END PLATE

20A S-45-01

EXISTING FOUNDATION WALL

8-H20 "U" BARS TOP AND BOTTOM EW

H12 AT 300 CRS 600 LONG DRILLED AND GROUTED INTO EXISTING FOUNDATION WALL 75mm EMBEDMENT

180

280 M

IN

UNDER PIN TO EXISTING FOUNDATION WALL IF REQUIRED

LEVEL 1 RL 3.658 m

65

145

90

6514

590

700x250x32 END PLATE 10 - M30 GRADE 8.8/S BOLTS

20mm STIFFERNERS EACH FACE. V-BEVEL BUTT WELDS TO FLANGES. 6mm FWAR TO WEBS. NOTE: PORTAL ENDS SIMILAR

16mm DOUBLE PLATE

ROOF RL 6.706 m

50

115

520

22A S-45-01

12mm DOUBLE PLATE

12mm STIFFENERS EACH FACE.V-BEVEL BUTT WELDS TO FLANGES. 6mm FWAR TO WEBS. NOTE: PORTAL ENDS SIMILAR

160 200 120

50

160

50

20mm BASE PLATE 4-M20 EPCON C6 ANCHORS 400 EMBEDMENT

6 50

115

190

115

50

520

45 90 45

180

25mm END PLATE 8-M24 GRADE 8.8/S BOLTS

6 6

10

10








8. AN ALLOWABLE SOIL BEARING PRESSURE OF 250KPa HAS BEEN ASSUMED


NOTES:

CLIENT REV DATE REVISION DETAILS APPROVAL

REV TYPE WBSPROJECT No DRAWING No.

TITLE

PROJECT

APPROVED DATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZE A1

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ION

2.rvt

J.FINNEGAN

OPTION 2 UB PORTAL FRAME DETAILS

MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 2

246313

W.E.NICHOLSON

J.B.MAKWANA

M. MCGECHIE NELS DRG


S-45-01

A FOR INFORMATION

SECTION 1 : 10 S-30-11

23

SECTION 1 : 10 S-30-11

24

SECTION 1 : 10 S-30-11

20

SECTION 1 : 10 S-30-11

21

SECTION 1 : 10 S-30-11

22

SECTION 1 : 10 S-45-01

20A

SECTION 1 : 10 S-45-01

22A


6

370x100x12 BASE PLATE 2-M20 G4.6 EPCON C6 CHEMSETS 125 mm EMBEDMENT 25 mm DRY PACK MORTAR

3-H12 U BARS

D12 U BARS EPOXY GROUTED INTO EXISTING CONCRETE FOOTING (TYPICAL)

EXISTING FOUNDATION PAD

ROUGHEN EXISTING PAD SURFACE AT NEW PAD LOCATIONS (TYPICAL)

300P

FC P

ORTA

L LEG

EXISTING TIMBER FRAMING/CLADDING (TO REMAIN)

G R O U N D

DEPT

H TO

MAT

CHEX

ISTI

NG F

OOTI

NG

LEVEL 1 RL 3.658 m

6

EXISTING TIMBER JOISTS/FLOORING

EXISTING TIMBER FRAMING/CLADDING (TO REMAIN)

M12 COACH SCREWS @ 200 MAX CENTRES TO EXISTING JOIST, 40 mm MINIMUM EMBEDMENT

FLOORING FIXED TO TOP PLATE AND PERIMETER JOIST WITH 3.15 mm NAILS @ 100 CENTRES

90x45 TIMBER PLATE FIXED TO PFC WITH M12 BOLTS @ 200 MAXIMUM CENTRES


LEVEL 1 RL 3.658 m

ROOF RL 6.706 m

6

B S-45-02

D S-45-02

09 S-45-02


CUT AND SUPPORT EXISTING FLOOR AND JOIST ON NEW PORTAL LEG AS REQUIRED AND MAKE GOOD (TYPICAL)

EXISTING FOOTING/BOTTOM PLATE

H12 U BARS-EW (TYPICAL)

380P

FC P

ORTA

L

EXISTING FLOORING

EXISTING CONCRETE PAD (TO REMAIN)

LEVEL 1 RL 3.658 m

(TYPICAL EACH SIDE) 1000

SPLIC

E 2-320x90x10mm END PLATES, 6mm FWAR 2-M16 BOLTS

M12x45mm COACH SCREWS AT 200mm MAXIMUM CRS (TYPICAL)

12mm STIFFENER PLATES, V- BEVEL BUTT WELDS TO FLANGES 6mm FWAR TO WEB, NOTE: PORTAL ENDS SIMILAR


D

LEVEL 1 RL 3.658 m

ROOF RL 6.706 m

10 S-45-02

EXISTING COLUMN BC1 BEYOND (TO REMAIN)

EXISTING COLUMN BC1 BEYOND (TO REMAIN)

W I N D O W

W I N D O W

W I N D O W W I N D O W W I N D O W

A S-45-02

C S-45-02

SPLIC

E

SPLIC

E

W I N D O W









NOTES:

CLIENT REV DATE REVISION DETAILS APPROVAL

REV TYPE WBSPROJECT No DRAWING No.

TITLE

PROJECT

APPROVED DATE

SCALE

DRAWN

DESIGNED

CHECKED

SIZE A1

Plot

Date:

Of

fice:

Filen

ame:

DISC - NUMBER

A

As indicated

18/08

/2016

5:01

:19 p.

m.

P:\24

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4631

3-MO

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ENTR

AL F

ILE 20

16 -

CONC

RETE

-OPT

ION

2.rvt

J.FINNEGAN

OPTION 2 PFC PORTAL FRAME DETAILS

MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 2

246313

W.E.NICHOLSON

J.B.MAKWANA

M. MCGECHIE NELS DRG


S-45-02

A FOR INFORMATION

3D VIEW PORTAL FRAME

SECTION 1 : 10 S-45-02

B SECTION 1 : 10 S-45-02

D

SECTION 1 : 50 S-45-02

10

SECTION 1 : 10 S-45-02

A SECTION 1 : 10 S-45-02

C

SECTION 1 : 50 S-25-10

09

Plot

Date:

18/0

8/201

6 5:01

:20 p.

m.

Offic

e: Fil

enam

e: P:

\2463

13\03

Pro

ject D

elive

ry\CA

DD\M

ODEL

LING\

REVI

T\ST

R\CE

NTRA

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\New

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MOE-

NELS

ON B

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FILE

2016

- CO

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N 2.r

vt

NOTES: 1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO

MANUFACTURERS SPECIFICATION. THIS NOTES: INCLUDES PERIMETER SHEET FIXINGS AND TIMBER FRAMING MUST COMPLY WITH: WALL END HOLD DOWNS.

3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE

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 COAT OF APPROVED RED OXIDE ZINC 3604 STUD AND TOP PLATE TABLES FOR LOAD BEARING AND NON PHOSPHATE ALKYD PRIMER TO ACHIEVE A LOAD BEARING WALLS. KILN DRIED VERIFIED STRUCTURAL GRADE MINIMUM DRY FILM THICKNESS OF 75 TIMBER MUST BE USED. MACHINE GRADED TIMBER SUCH AS MICRONS. LASERFRAME IS RECOMMENDED.

4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR

FASTEN GIB BRACELINE TO FRAME WITH 35mm X 6g GIB GRABBERHIGH THREADED SCREWS AT 50, 100, 150, 225, 300 mm FROM EACH CORNER AND 150mm CENTRES AROUND PERIMETER OF THE

EXTERNAL WALLS)5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND

BRACING ELEMENT. FOR VERTICALLY FIXED SHEETS PLACE FASTENERS AT 300 CENTRES TO THE SHEET JOINT.

BRACING WALL HOLD DOWN DETAILS. 6. REFER TO DESIGN FEATURES REPORT FOR FIX NEW LINING DIRECTLY TO FRAMING. IF PART OF SHEETS ARE

DESCRIPTION OF THE STRUCTURAL USED ENSURE NAILING AT REQUIRED CENTRES IS CARRIED OUT SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.

AROUND THE PERIMETER OF EACH SHEET OR PART SHEET. 2-3mm EXPANSION GAP SHOULD BE LEFT BETWEEN SHEETS.

7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED FASTEN ECOPLY WITH 50x2.8mm GALVANISED OR STAINLESS STEEL BASED ON SET ARCHITECTURAL FLAT HEAD NAILS. PLACE FASTENERS NO LESS THAN 7mm FROM ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE

SHEET EDGE. FASTENERS ARE PLACED AT 150mm CENTRES AROUND THE PERIMETER OF EACH SHEET AND 300mm CENTRES TO EXISTING FRAMING

LOCATION AND EXISTING DETAILS OF THE INTERMEDIATE STUDS AND DWANGS. WHERE MORE THAN ONE BUILDING. THE SUITABILITY OF THESE SHEET FORMS PART OF THE BRACE ELEMENT EACH SHEET MUST STRUCTURAL SCHEMES FOR APPLICATION BE NAILED OFF INDEPENDENTLY. TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.


95x165 JOIST HANGERS WITH 4 M12 EPCON C6 ANCHORS TO EXISTING CONCRETE WALL 190x90 SG8 TIMBER BEAM

190x90 SG8 TIMBER BEAM 0.9x110x240 STAINLESS STEEL 304-2B NAILON PLATE 6-TYPE 17 35mm x 12g S/S SCREWS.

SPLICE

190x90 SG8 TIMBER BEAM NEW 90x45 STUDS AT 600 CRS MAXIMUM

GIB BRACELINE OR ECOPLY (REFER TO PLANS FOR LOCATIONS)

190x90 SG8 TIMBER BEAM NEW 90x45 DWANGS AT 600 CRS MAXIMUM

BOWMAC B55 ANGLE BRACKET. 2-BOWMAC B45 ANGLE BRACKET. 4-M12 GALVANISED COACH BOLTS INTO BEAM 1 EACH SIDE

SECTION 12 110mm EMBEDMENT. 2-M12 GALVANISED COACH BOLTS INTO POST.

3-M12 GALVANISED COACH BOLTS INTO BEAM 2-M12 GALVANISED COACH BOLTS INTO POST.

1 : 10 S-30-10

90x90 SG8 POST 90x90 SG8 POST

3.15mm NAILS AT 250mm CRS INTO EXISTING WALL FRAMING

SECTION 15 SECTION 14 SECTION 16 1 : 10 S-30-10 1 : 10 S-30-10 1 : 10 S-30-10

GIB HANDBRAC BRACKET GEB001 POSITIONED AS CLOSE AS PRACTICABLE TO THE INTERNAL EDGE OF THE BOTTOM PLATE

90x90 SG8 POST

BOWMAC B51 ANGLE BRACKET. 2-M12 GALVANISED DYNABOLT INTO EXISTING CONCRETE GROUND FLOOR WALL. 2-M12 GALVANISED BOLTS TO POST.

PROVIDE BLOCKING BETWEEN M12 ANCHOR EPCON C6 900 CRS MAX M12 ANCHOR EPCON C6 EXISTING FLOOR JOISTS 125mm EMBEDMENT INTO EXISTING 125mm EMBEDMENT INTO EXISTING

CONCRETE FOUNDATION WALL CONCRETE FOUNDATION WALL. (TYPICAL) DRILL TO AVIOD CUTTING OF EXISTING

REINFORCEMENT

SECTION 1 : 10 S-30-10

13 GIB BL1-H, GIB BLG-H, BLP-H, AND ECOPLY EP1 TYPICAL HOLD DOWN DETAIL

CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE FOR INFORMATION ONLY PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK A FOR INFORMATION 1 : 10 A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2

DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE DETAILS DESIGNED J.B.MAKWANA

PROJECT No WBS TYPE DISC - NUMBER REV CHECKED J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 AS-48-01

moe flexible learning space nelson 2-storey … file246313 nels drg s -00 ... \246313\03 project...

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