Professional Portfolio - Jonnel Mamauag

JONNEL MAMAUAG | MArch (professional)

PORTFOLIO Selected works from 2017 to 2019

JONNEL MAMAUAG Curriculum Vitae E : jonnelmamauag@gmail.com M: +64 22 0655225

I am an Architectural Graduate with a Master of Architecture (professional) degree from UNITEC Institute of Technology (April 2017 graduation), with a professional goal of being a licensed Architect within the allowed registration requirements.

WORK EXPERIENCE Design Partners Limited (Auckland, New Zealand) Duration: Role:

04.2019 - present Architectural Graduate

Graduate level position, working in residential and commercial remediation and renovations building works. The role includes, but not limited to, the following: • • •

Duration: Role:

07.2017 - 04.2019 Architectural Graduate

Graduate level position, working in residential and commercial remediation and renovations building works. The role includes, but not limited to, the following:

•

Design development from Sketch to Developed design stages Documentation, both for Building and Resource consent application Coordination with project stakeholders (private and corporate) and consultants for project development and delivery

Gel Architects Ltd (Auckland, New Zealand) Duration: 03.2017 - 06.2017 Role: Architectural Graduate Graduate level position, directly working with the directors and senior staff of the office in developing projects for multi-unit residential developments to house renovations. The role includes the following task: • • •

REFERENCES

Master of Architecture (professional)

Graham Cooper

School: Year:

UNITEC Institute of Technology 04.2017

Post-graduate professional degree in Architecture as part of the pathway of an Architect’s registration.

Design development from Sketch to Developed design stages Documentation, both for Building and Resource consent application.

Misc. graphic design work for investor engagement

Maynard Marks Ltd (Auckland, New Zealand)

• •

EDUCATION

CAD related task for developing sketch, developed & building consent documents for application Archiving of project assets from completed projects General office administration

Director | Cooper & Cooper Builders Limited Mob: +64 27 458 7002 Email: graham@cooperandcooper.co.nz

Aaron Falconer Bachelor of Architecture Studies School: Year:

UNITEC Institute of Technology 04.2015

Undergraduate degree in Architecture, pathway towards the professional Master of Architecture degree

Senior Designer | Cooper & Cooper Builders Ltd / Falconer Design Mob: +64 21 658 556 Email: falconerdesign@gmail.com

David Michel Architectural Designer | Cato Bolam Mob: +64 21 333 966 Email: davidm@catobolam.co.nz

Bachelor of Architecture Studies - Interior Architecture School: Year:

Victoria University of Wellington 06.2011

Undergraduate degree in Architecture, pathway towards the professional Master of Architecture degree

Diploma in Interior Architecture School: Year:

Fachochschule Mainz - Mainz, Germany 01.2011

Undergraduate degree in Interior Architecture as part of the foreign exchange programme in Mainz Germany

Cooper & Cooper Builders Ltd (Auckland, New Zealand) Duration: 06.2015 - 02.2017 Role: Architectural Designer Primarily working in residential design (new & renovations), directly working with the senior designer of the comapny to develop designes across different stages of a project. The role also includes, but not limited to, the following tasks: • •

p. 2

•

Client liaison & management Design & documentation for resource consent, building consent and construction Liaison and coordination with consultants, manufacturers and local building consent authorities

p. 3

CK

2 33.0

EXT

3 41.0

BLO

WA x 225

DPC

te e pla bas 230

50 m 60m

50

18 ust 20 Aug

Exploded AXO-SECTION 3-1

CONSUMPTION

SURFA

Worksop Apartment

Workshop + Sales

Analytica

45

225

late se p 0 ba x 23

225

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A selection of academic and professional work from 2016 to 2018.

AIR

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BAR

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2

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-1 PLAN | UNdegrpind Storage & Services

Scale - 1:500 @ A2 paper size

Scale - 1:500 @ A2 paper size

4

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4 A20

P

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Daniell Street

project client

Potala Villas

title

Housing New Zealand

scale @ A1:

A B C D E

F

03 Spatil [re]Mix

Proposed Works A

job no.

HNZ-W-1514B

sheet no.

SK6.2

GSEducationalVersion

NTS

scale @ A3:

NTS

date

rev

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99 OM-A 1B D /149 r 21 erve IM S 1-B -0 P P KL-A M-A r: M erve IM S :B File

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File: F/Volumes/ArchiCAD/Jobs/1514B HNZ-W 25 Daniel Street/02 Concept and Resource Consent/02.2 Concept/HNZ-W-1514B-25 Daniel Street-CD 170821.plnile:

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18 6/20 25/0 17 0/20 31/1 date

10

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45

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270

d: ishe publ Date

ay, 31 Frid

Scale: 1:200

x 140

CONTENT

DWELLING

p. 4

p. 5

DEMO BALUSTRADE Carefully remove existing balustrade system including fixings and dispose. Please allow for removal and salvage.

EXTERNAL STAIRS Carefully remove existing external stairs including fixings. Store existing stairs refurbish and reinstate with new connection and footing.

4383

Timber Decking

43.02

NEW TIMBER DECKING 90x19 hardwood treated timber decking, Watershed profile with clear non-water based Drydens penetrating oil finish. Use 2/Hermpac HEX head 65mm x 12g (5.5m) stainless steel screw.

Refer to Hermpac decking product for fixing installation.

EXT TIMBER DECK Confirm on site the extent of existing deck to be removed to

43.03

4553

External Doors

45.03

EXTERNAL DOOR APL Thermal Door System. Aluminium framed with double glazing.

4821

Flashings

WALL LEGENDS

W01

Existing concrete block wall

W02

Existing timber framed wall

W03

New 15 series external block wall

1

2

3 27,000

W04

6,600

6,010

20 series internal block wall

W06

New 190mm internal timber framed wall to match the width of the demolished existing block

E A482

F A303

1 A482

42.30

6

965

150

81.02

NEW PERGOLA STRUCTURE

81.01

EXT GARDEN WALL

43.02

NEW TIMBER DECKING on top of existing pond. Allow for water discharge

81.02

NEW PERGOLA STRUCTURE

81.07

NEW GARDEN WALL

BBQ

48.10

1,600

42.20

4 A481

Existing 89x5 SHS

Garden Wall D A305

3 A414

J A305

Entry

1 A464

Architectural Graduate / Technician

81.02

W09*

2 A431

760

Bass speaker suspended above the lowered ceiling

DEMO BALUSTRADE

3 sim A431

Service Court

5

12

4

15

wm

HW

Passage concrete

2 A474

New 90 x 90 at 300 centres studs max height 3.9m New stairs with timber overlay

Storage

8 A424

Guest Bedroom carpet

33.01 NEW BLOCK WALL As per Engineer's specification

D08

1 /2 A463

Living carpet

1,195

2,400

DP 1,195 100x100 square

DP

1,290

1,445

Refer to Interior Designer's drawings 38.04

42.30

NU-WALL E200

NEW BALUSTRADE

38.09

NEW TIMBER FRAMING

42.20 I A305

0

TRESPA TS35 CLADDING SYSTEM

07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

03 QS

10/07/2017

01 Ventilation Consultant

20/06/2017 date

NU-WALL E200

APL WINDOWS

45.01

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH

APL WINDOWS

Extended roof area above 48.11

A A301 All bathrooms to be refurbished. Refer to Interior Designer's drawings.

Roof Above 42.30

TRESPA TS35 CLADDING SYSTEM 45.01

EXTERNAL DOOR

NEW WALL FRAMING - 90x45

Existing concrete beam below

42.20

45.03

EXT GARDEN WALL

rev description

400

215 Deck Extension New waterproof membrane roof under deck

2,400 Cut into existing block wall to allow for new window

W16

EXTERNAL STAIRS

C A302

1 A204

5 A424

W15

W17

NEW PERGOLA STRUCTURE

2 sim A488

1

roof above

J A305

2

5 sim A413 2 /4sim A462

FFL +154.00 slab

Laundry

3

W18

190

81.02

concrete

81.01

1 A474

F 21.09

TRESPA TS35 CLADDING SYSTEM 7 sim A488

Dining concrete

1 sim A486

If existing steps are damaged. Construct new He 2 steps with 4 risers ig 3. ht 64 :2 m ,3 , 1 00 9 New entry low fence and mailbox m 5° m 4 , D 2' ay 36 lig " ht An gl e: 43 7 sim .0 0° A488

Existing internal block wall remains

1,101

1,120

21.06

42.20

Existing service court wall

external wall above

1 A432

D09

1 A462 PARAPET FLASHING

11

14

Roof Above

48.12

6

FFL +154.200

Existing concrete beam

E

NEW WALL FRAMING - 90x45

W13

New UC

New UC 4 A486

38.04

Planter

1 A475

Down

990

D

7

10

13

Pergola beam above Concrete parapet extension as per Engineer's specifications

9

16 x 169 = 2,700

roof above 2 A121

EXTERNAL DOOR

dr

383

APL WINDOWS

NEW PERGOLA STRUCTURE

Kitchen concrete

W12*

8

PARAPET FLASHING

45.01

Deck

FFL = +154,200

WC

W16.1

A A301 48.12

Family Room concrete

Pergola beam above

HW

D10*

Remove existing roof garden, replace with new glazed balustrades on new timber deck

New UC

5 sim A425

1 A431

Roof above

NEW BALUSTRADE

Pergola beam above

10,710

5,800

48.11

W08

New kitchen bench - refer to Interior Designer drawings

Pergola beam above

Rebuild existing membrane roof under deck with new waterproof membrane

1 A203

W10

3 A431

255

C A302

Bo un da ry

Existing steps

45.03

Entrance

1,000

Pergola beam above

7 sim A488

garden wall

EXT GARDEN WALL

Existing garden wall and additional fencing have current Resource Consent RMA/2017/2275 approved on 16/10/2017

Step

1,055

3 A486

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

Sit eB ou nd ary

FFL +154.200 roof above

APL WINDOWS

190

C

I A305

Existing channel drain

D05

EXT BALUSTRADE

TRESPA TS3542.20 CLADDING TRESPA SYSTEM TS35 CLADDING SYSTEM 45.01

Pergola beam above

1,200

PARAPET FLASHING NEW BALUSTRADE

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

Outdoor fridge. Allow for external power point

New DP, 100x100 sq.

48.12

Refer to Interior Designer's drawings for all bathroom fittings and interior finishes

roof above

New kitchen by others

48.11

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

RL = +154,275

NU-WALL E200

Refer to Interior Designer drawings for bulkhead design

900

Pergola beam above

New pergola below

FFL +154.200

INTERNAL FINISHES / BATHROOM FITTINGS

2,410

4 A488

F

Fireplace

7

2,790

4 A486

600

NEW PERGOLA STRUCTURE

B

Re-clad and structural repair for an earthquake damage home in Christchurch

2. Do not measure or scale off drawings.

81.01 2,000

7 sim A488

Description

1. All works shall comply with the Building Consent documentation.

Garden walls/ retaining

H A304

1 A483

6 sim A487 Pergola beam above

A

Involvement:

EXTERNAL

Garden Terrace

EXT TIMBER DECK

0

8112

Remove cladding to allow for construction of footing and wall

G A303

81.07

10

8

4,800

New 90mm internal timber framed wall

81.02

48.11

7 sim A488

21.06 NEW DEMO BALUSTRADE 81.06 EXTERNAL FIREPLACE

Professional / Single Unit Residential

ry da un Bo

81.06

EXT BALUSTRADE Carefully remove existing balustrade and salvage for reuse.

Dispose if damage or not useable for proposed works.

NEW BALUSTRADE New aluminium balustrade to match existing. Refer to manufacturer's specifications.

20

3. Read these plans in conjunction with the full set of contract documents.

RL = +154,645

W05

43.03

Project Type:

4,390

Balustrades Exterior

48.10

5

New 20 series external block wall

W07

01 | Major Aitken Drive

2 A203

0" t ' 4 igh 13 ayl ° 11 , D ,1 m m 0m 65 0 7. 2,3 : 4 ht ig He

° 00 3. :5 le g An

4851

81.02

1,400

Masonry

42.20

APL WINDOWS APL Thermal Heart proprietary window system. All joinery to meet or exceed the requirements of the NZ Building Code and NZ Standards NZS4211, Performance of windows and NZS4223, Glazing in Buildings -Parts I-4incl. Meet NZBC Clause B2- Durability, NZBC Clause E2- External Moisture. Install motorised openings to the high level windows in living room.

Install Miro hardware.

30

1,800

Concrete

3320

New TS35 cladding, installed over 45mm H3.2 timber cavity batten, over rigid air barrier, fixed to existing block walls. Cavity batten fixing as per Engineer's specifications.

TRESPA TS35 CLADDING SYSTEM 10mm Trespa Meteon high pressure laminate panels fixed with powder-coated aluminium (colour to match panel) adhesive fixed to aluminium railing system. Refer to elevation drawings for panel colours and layout.

Refer to details for fixing layout and detai

APL Metro Series Thermal Heart

45.01

F

STRUCTURE

3100

4254TP Trespa Meteon TS35 Panel Facade Cladding

4521

D06*

3

NU-WALL E200 New selected profile aluminium weatherboard cladding, installed over 20mm cavity, over rigid air barrier, fixed to existing / new timber framing.

40

290

38.09

42.30

50

EXT GARDEN WALL Confirm on site existing heights. If damaged repair with epoxy resin, finish as per existing and repaint.

NEW PERGOLA STRUCTURE Johnson and Couzins pergola. Refer to manufacturer's product information and engineer's documentation and drawings.

NEW EXTERNAL FIREPLACE ESCEA EF500 gas flue-less fireplace, installed as per manufacturer's instruction. For enclosure design refer to Engineer's drawing set for specificaitons.

NEW GARDEN WALL 15 series garden wall, non-retaining. Finish to match exisitng garden wall epoxy resini paint.

10

21.06

EXT/NEW FRAMING Apply 2 coats of Protim FrameSaver from Koppers to existing timber framing where existing claddings and linings removed and timber framing is noted to remain. To be applied in accordance with manufacturers requirements, and as per MBIE “Dealing with timber in leaky buildings” 13th June 2012. New timber framing to replace existing to comply with NZBC and NZS3604:2011 requirements for treatment, framing size and spacing, and fixing requirements throughout building.

NEW TIMBER FRAMING New H1.2 timber framing 190 x 45 @ 600 centres installed as per NZS 3604. New timber framed wall to replace the existing block wall. Timber framed wall width to match the width of the existing block wall.

81.01

20

Timber Framing

38.04

PARAPET FLASHING New parapet cap flashing over raised roof parapet as per E2 AS1.

Use Stainless Steel flashing when in contact with H3.2 treated timber.

Use powdercoated aluminium flashing in other areas.

30

3821

Demolition

48.12

40

SITE

2111

allow for construction of new cladding. Replace existing decking with new.

50

4241DA Nu-Wall Profiled Metal Cladding

2

21.09

ls.

-All installation to be supervised by experienced Trespa installers -Verify actual measurements/openings by field measurements performed by the installer prior to release for fabrication.

Recorded measurements to be indicated on shop drawings based on field measurements provided by the installer.

Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays.

ENCLOSURE

N

4

Service Court Gate

NEW BLOCK WALL New block wall as per Engineer's specifications.

W14

33.01

W11.1* W11*

Date published: Friday, 31 August 2018

Notes

project

Bromley House 99 Major Aitken Drive, Huntsbury, Christchurch

p. 6

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

client

Stephen & Megan Bromley

sheet size A1 title

H A304

1 -

Scale 1:50

job no.

2 A204

Proposed First Floor Plan F A303

G A303

le: ng " 46 t A 9' ligh 5 y ° a 95 , D ,2 m mm 96 00

0° .0 34

phase Detailed Design

Proposed First Floor Plan

p. 7

DOM-A 1491B sheet no.

revision

A115

07

10

4,800

2. Do not measure or scale off drawings.

E A482

F A303

G A303

3. Read these plans in conjunction with the full set of contract documents.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

4,800

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

7

2,790

Existing Garden Terrace

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

2,410 I A305

Existing Deck below (shown dashed) External fireplace wall outline

Deck outline below

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

Outline shown dashed below

Garden wall below

ex P2

74.02

2

A = 14.74 m

8

Existing 150 PFC

existing 150 PFC

I A305 new 90x 45 H1.2 rafters at 600mm centres

Existing Deck below (shown dashed)

Timber framed wall on top of block wall

31/10/2017

03 QS

10/07/2017

02 Structural Engineer

10/07/2017

PARAPET FLASHING

21.03

DEMO MEMBRANE GUTTER

date

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH

NURAVENTS

Bromley House

Notes

2

3

STRUCTURE

3100

Concrete

1,940 c.o.s.

3320

Masonry

33.01

NEW BLOCK WALL New block wall as per Engineer's specifications.

3411

Steel

34.02

NEW 200 UC 46.2 BEAM New 200 UC 46.2 steel beam for roof. Refer to Engineer's specifications.

3821

Timber Framing

38.01

ROOF RAFTERS New double LVL 200x45 H3.2 timber roof framing at 450mm centres, nailed together in accordance with manufacturers specification. Refer to Engineer's specifications and drawings.

NEW ROOF OUTRIGGER BEAMS New LVL 170x45 timber outrigger roof beams. Refer to engineer's specifications.

Stephen & Megan Bromley

title

phase Detailed Design

Proposed Roof Plan

job no.

le: ng " 46 t A 9' ligh 5 y ° a 95 , D ,2 m mm 96 00

0° .0 34

DOM-A 1491B sheet no.

revision

A116

11

New 200 DHS rafters at 600 centres

F

NURAPLY 3PM ROOFING

NEW SPOUTING

New 150 DHS rafters at 600 centres

Roof Framing Plan

8

EXTERNAL

8112

Garden walls/ retaining

81.02

NEW PERGOLA STRUCTURE Johnson and Couzins pergola. Refer to manufacturer's product information and engineer's documentation and drawings.

1,060 Outrigger

F

06 Engineer DWG

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

1 A204

NEW BLOCK WALL

105 35

ex P2

170x45 LVL outrigger rafters,refer to sheet A121. See Engineer's drawings and specs.

New 310 UB 32.0 lintel beam.

Refer to sheet A121 for location.

ex P2

150x149x10mm plate bolted with 2/m12 G4.6/S bolts, 6 FWAR to UB type.

Existing "special" 300 PFC

35 D A305

Joist hanger. Refer to engineer's spec and drawings for schedule New 2/200x45 LVL H3.2 timber framing, fixed together per engineer's specification

New Trespa cladding on 20mm cavity.

ex P2

ex P2 Existing 150 PFC J A305

07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

03 QS

10/07/2017

02 Structural Engineer

10/07/2017

rev description

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH

Existing entry canopy below (shown dashed)

project

New 140 x 45 H1.2 blocking at 600 centres 9

7

10

6

11

5

12

4

13

14

15

3

2

1

date

ex Frame "F"

existing 100 RHS frame

48.12

2 A204 G A303

Existing Service Court (with new pergola)

Existing 200 DHS rafters at 900 centres

ex Frame "B"

25/06/2018

rev description

H A304

F A303

1

8

20/08/2018

07 Building Consent

sheet size A1

Scale 1:50

2

1,132

Existing 150 PFC

Existing Rainwater Head

11 RFI No. 1

client

Proposed Roof Plan

15

3

ex Frame "A"

Gutter

Parapet wall

New roofing over raised pitch roof with new flashing I A305 48.12 PARAPET FLASHING

38.12

-

14

Scale 1:50

99 Major Aitken Drive, Huntsbury, Christchurch

1

ROOF RAFTERS

Roof Outline (shown dashed)

F

project

p. 8

4

13

20 min. Roof fall

44.03

5

12

Existing 150x75 timber blocking at 900mm centres.

Remove existing internal gutter and roof framing, install new box gutter

44.01 74.02

11

33.01

Existing 150 PFC

PARAPET FLASHING

6

New 250UB 25.7 lintel

EQ

48.12

7

10

A A301

EQ

Outline of Deck (First floor)

Parapet wall

New roofing over raised pitch roof with new flashing

New DP 80x80 sq.

3. No changes is to be made without prior informing and permission of the project Architec/Engineer.

180625 -

NEW SPOUTING

1 New DP 100x100 sq.

9

Down

3º Fall

Existing Garden wall

New 200UC 46.2

38.01

1,120

2º fall

E

Existing Deck below (shown dashed)

2. All measurements to be checked on site prior to start of construction.

2 A121

532 NEW SOAKER FLASHING A A301 New roof spreader pipe to discharge away from the roof laps

1,355

NEW ROOFING

NOTES 1. Refer to Structural Engineer's design package for calculations and fixings.

Relocated existing 180 UB 2 A121

830

D 43.01

3 A452

A = 75.56 m2

Roof Outline (shown dashed)

PARAPET FLASHING

Outline of Building below (shown dashed)

Ou tli ex ne o ter f r na elo l s ca tai te r d

1,120

NEW SPOUTING

48.12

48.13

Outline of Deck (First floor)

F

74.02

DP 60x60 sq.

DP (60x60 sq.) and spreader

3º Fall

2 A442

NEW ROOF OUTRIGGER BEAMS

160

2 A474

NEW PAN FLASHING

38.12

DP 60x60 sq.

D

48.21

ROOF RAFTERS

190

1 A204

A = 4.51 m2

New parapet wall

Outline of Deck (First floor)

Existing Service Court

1 A441

7 A442

E

38.01

1,355

New internal gutter min 1:100 fall

De sig n Pe an rg d E ola n De gine sig eri ne ng r by

10,710 6,790

Outline of Building below (shown dashed)

NEW PERGOLA STRUCTURE

A A301

PARAPET FLASHING

3º fall

Roof Area A = 24.80 m2

A = 26.49 m2

1,200 1 A203 Over Garage deck with rectangular louvre fins

NURAPLY 3PM ROOFING

48.12

1 A203

A A301

C A302

81.02

44.01 7 A442

C

NEW ROOF OUTRIGGER BEAMS

5,078

New DP, 60x60 sq.

2 sim A442

2 sim A442

NEW PERGOLA STRUCTURE

Pr op ert yB He ou 2 nd ig 3. ht 64 : 2 m ary ,3 , 1 Ma 00 9 j. A m 5° itk m 4 en , D 2' Ro ay 36 ad lig " ht An gl e: 43 .0 0°

Pergola beam

D A305

38.12

ex Frame "F"

New 200UC 46.2

Existing Deck below (shown dashed)

PARAPET FLASHING

81.02

C A302

990

NEW ROOFING

48.12

2º Fall

43.01

New entry low fence and mailbox 2º fall

1,600

B

PARAPET FLASHING

Bo un da ry

10,710

New flue cowl for overhead exhaust hood for kitchen range

J A305

NEW PERGOLA STRUCTURE

C

5,800

New External Fireplace

81.02

NEW 200 UC 46.2 BEAM

Existing 150 PFC

EXT GARDEN WALL

1 A452

NURAPLY 3PM ROOFING

34.02

J A305

existing 150 PFC

81.01

B

existing 150 UB

PARAPET FLASHING

New 310 UB 32.0

48.12

1,200

Design and Engineering by Pergola Designer Existing Deck North boundary shown dashed

New internal gutter framing

New Canopy over deck

20 min. Roof fall

Ne w Be Perg low ol for a St ca ruct rp or ure t

1,600

Existing "special" 300 PFC D A305

ex P2

ex P2

WallsExisting below (shown dashed) 150 PFC

Garden Terrace

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

Existing Garden wall ex P2

A

NURAPLY 3PM ROOFING

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

New External Fire Place

NEW GARDEN WALL

44.01

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

F

Outline shown dashed below

Carport on ground level

1. All works shall comply with the Building Consent documentation.

I A305

existing 100 RHS frame

6

81.07

48.12

2,410

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

G A303

Polyfix shade sail- shading provided by external framing suppliers

2,790

2. Do not measure or scale off drawings.

5

20 30 40

4,390

50

6,010

roof fall

F A303

A

0

7

H A304

3. Read these plans in conjunction with the full set of contract documents.

H A304

44.01

10

N 6,600

roof fall

4,390

° 00 3. e :5 lac le P g n ge rid 0" t A - E 3' 4 ligh ary ° 1 ay d n 1 D ou 11 m, yB , m ert 5m 00 op 7.6 2,3 r P : 4 ht ig He y r da un Bo

6

ex Frame "B"

27,000

Property Boundary - Eridge Place

20

0

2 A203

3 6,010

E A482

5

existing 89x 5 SHS tie

2 6,600

4

1. All works shall comply with the Building Consent documentation.

11

1

30

27,000

existing 89x 5 SHS tie

PARAPET FLASHING New parapet cap flashing over raised roof parapet as per E2 AS1.

Use Stainless Steel flashing when in contact with H3.2 treated

81.07

Existing 150 PFC

Flashings

48.12

NEW SPOUTING Custom Colorsteel 100x100mm half round gutter and powdercoated aluminium gutter brackets. Stainless steel with proprietry screw fixings.

2 A203

3

Existing 150 PFC

4821

NEW ROOFING New Dimond Styline longrun roofing sheets including all required fixigs, battens and flashings. Raise existing roof pitch.

Rainwater Spouting Systems

74.02

2

Existing 150 PFC

Profiled Metal Roofing

43.01

7411

1

Bromley House 99 Major Aitken Drive, Huntsbury, Christchurch

Existing 150x75 Existing 200 DHS rafters at 900 centres timber blocking at Existing 150 PFC

4311

SERVICES

16 x 169 = 2,700

ENCLOSURE

81.02

7

16 x 169 = 2,700

4

EXT GARDEN WALL Confirm on site existing heights. If damaged repair with epoxy resin, finish as per existing and repaint.

NEW PERGOLA STRUCTURE Johnson and Couzins pergola. Refer to manufacturer's product information and engineer's documentation and drawings.

NEW GARDEN WALL 15 series garden wall, non-retaining. Finish to match exisitng garden wall epoxy resini paint.

40

50

0

ex Frame "A"

44.03

48.21

Garden walls/ retaining

81.01

10

Date published: Friday, 31 August 2018

DEMO MEMBRANE GUTTER Carefully remove and dispose existing membrane gutters and substrate. Cut back support framing as detailed and required for new construction.

8112

20

10

21.03

48.13

30

20

Demolition

40

30

2111

NURAPLY 3PM ROOFING New Nuraply 3PM membrane installed as per Manufacturer's specifications on 17mm plywood substrate, rafters at 400 centres, nogs at 400 centres.

1:80 Minimum constructed fall 1:100 Minimum constructed fall for gutters.

NURAVENTS Nuravent per 20 square metres of roof area. Install at high and low points to promote air flow in roof cavity, which should have interconnecting ventilating passages. Powdercoated to match the colour of the membrane.

EXTERNAL

40

SITE

8

50

44.01

2

timber.

Use powdercoated aluminium flashing in other areas.

NEW SOAKER FLASHING New pipe penetration soaker flashing as per E2 AS1.

NEW PAN FLASHING New pipe penetration pan flashing as per E2 AS1.

N

Date published: Friday, 31 August 2018

4421N Nuraply Membrane Roofing

0

50

Notes

900mm centres.

Existing 200 DHS rafters at 900 centres

client

Stephen & Megan Bromley

sheet size A1 title

phase Detailed Design

Roof Framing Plan

New timber framed wall.

job no.

2 A121

Steel Lintel over Living Area Scale 1:10

3 A204

Top Roof Framing Plan Scale 1:50

p. 9

DOM-A 1491B sheet no.

revision

A121

07

81.02

74.02

Total Risk Score:

48.12

NEW SPOUTING

PARAPET FLASHING

42.30

NU-WALL E200

PARAPET FLASHING ° 40 ne Pla 3 sim is on s A442 ce Re

New aluminium fencing, bolt fixed to exist. masonry wall.

81.02

48.10

33.03

NEW 15 SERIES BLOCK WALL

APL DOORS

W05

6 sim A425

33.02

EXT BLOCK WALL

42.20

TRESPA TS35 CLADDING SYSTEM

45.01

APL WINDOWS

Scale 1:50

PARAPET FLASHING New parapet cap flashing over raised roof parapet as per E2 AS1.

Use Stainless Steel flashing when in contact with H3.2 treated timber.

Use powdercoated aluminium flashing in other areas.

Balustrades Exterior

48.10

EXT BALUSTRADE Carefully remove existing balustrade and salvage for reuse.

Dispose if damage or not useable for proposed works.

NEW BALUSTRADE New aluminium balustrade to match existing. Refer to manufacturer's specifications.

PARAPET FLASHING

EXT BLOCK WALL EXT POOL

7

SERVICES

7411

Rainwater Spouting Systems

74.01

NEW/ ADDITIONAL DOWNPIPE Custom Colorsteel powdercoated downpipe sized at 80 - 100mm diameter. Stainless steel screw fixings.

NEW SPOUTING Custom Colorsteel gutter and powdercoated aluminium gutter brackets. Stainless steel screw fixings.

74.02

8112

Garden walls/ retaining

81.01

EXT GARDEN WALL Confirm on site existing heights. If damaged repair with epoxy resin, finish as per existing and repaint.

NEW PERGOLA STRUCTURE Johnson and Couzins pergola. Refer to manufacturer's product information and engineer's documentation and drawings.

EXT POOL Existing pool. Check on site for location.

NEW ENTRY FENCING New proprietary slated timber fencing. Height of entry to match existing entry canopy.

43.01

NEW ROOFING New Dimond Styline longrun roofing sheets including all required fixigs, battens and flashings. Raise existing roof pitch.

81.03

APL Metro Series Thermal Heart

45.01

APL WINDOWS APL Thermal Heart proprietary window system. All joinery to meet

1. All works shall comply with the Building Consent documentation.

31.05

2. Do not measure or scale off drawings.

3. Read these plans in conjunction with the full set of contract documents.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

Masonry

33.02

EXT BLOCK WALL Existing block wall. Repair with epoxy resin block walls with slight cracking <1mm wide confined to mortar course and not extending to face shells. Check with Structural Engineer.

3821

Timber Framing

38.01

ROOF RAFTERS New double LVL 200x45 H3.2 timber roof framing at 450mm centres, nailed together in accordance with manufacturers specification. Refer to Engineer's specifications and drawings.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

2

3

6,600

4

6,010

E A482

5

4,390

F A303

43.01

4,800

G A303

6 2,790

NEW ROOFING

45.01

APL WINDOWS

44.01

NURAPLY 3PM ROOFING

74.01

NEW/ ADDITIONAL DOWNPIPE

74.02

NEW SPOUTING

48.12

PARAPET FLASHING

42.30

NU-WALL E200

48.12

PARAPET FLASHING

42.30

NU-WALL E200

81.08

44.01

NURAPLY 3PM ROOFING New Nuraply 3PM membrane installed as per Manufacturer's specifications on 17mm plywood substrate, rafters at 400 centres, nogs at 400 centres.

External Doors

45.03

EXTERNAL DOOR APL Thermal Door System. Aluminium framed with double glazing.

4555

Garage Door

45.12

GARAGE DOOR

45.01

APL WINDOWS

45.02

APL DOORS

42.20

2 A442

45.01

TRESPA TS35 CLADDING SYSTEM APL WINDOWS

1 A413

PARAPET FLASHING

45.01

APL WINDOWS

42.20

TRESPA TS35 CLADDING SYSTEM

81.02

NEW PERGOLA STRUCTURE

43.02

NEW TIMBER DECKING

48.11

NEW BALUSTRADE

BUILDING ENVELOPE RISK MATRIX North Elevation

Total Risk Score:

45.03

EXTERNAL DOOR

45.12

GARAGE DOOR

81.01

8 A425

48.10 EXT BALUSTRADE New post as per Engineer's specifications

EXT GARDEN WALL

81.08

NEW ENTRY FENCING

5 sim A425

31.01 07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

03 QS

10/07/2017

02 Structural Engineer

10/07/2017

rev description

6211

Wall Tiling

NEW BALUSTRADE New aluminium balustrade to match existing. Refer to manufacturer's specifications.

62.01

5

INTERIOR

Underfloor heating

75.01

UNDERFLOOR HEATING Install underfloor heating system as per Manufacturer's specifications.

NEW WALL TILES Selected 10mm porcelain tiles fixed over waterproof membrane with Ardex X56 Highly Flexible Tile Adhesive

7701

Electrical Basic

6221

Floor Tiling

77.07

62.02

NEW FLOOR TILES Selected 10mm porcelain tiles fixed over waterproof membrane with Ardex X56 Highly Flexible Tile Adhesive

5113G GIB Plasterboard Linings

Install underfloor heating system as per Manufacturer's specifications.

SOUND SYSTEM Bass speaker

1. All works shall comply with the Building Consent documentation.

EXTERNAL

3. Read these plans in conjunction with the full set of contract documents.

2. Do not measure or scale off drawings.

51.03

NEW CEILING LINING 13mm New Gib ceiling lining. Existing only to be replaced with new, where affected by works or damaged.

7

SERVICES

8112

Garden walls/ retaining

5122

Plywood linings

7411

Rainwater Spouting Systems

81.01

74.02

51.05

New MultiGroove ceiling panels over family, kitchen and dining area PLYWOOD CEILING LINING New MultiGroove ceiling panel over family, kitchen and dining area.

NEW SPOUTING Custom Colorsteel gutter and powdercoated aluminium gutter brackets. Stainless steel screw fixings.

81.02

EXT GARDEN WALL Confirm on site existing heights. If damaged repair with epoxy resin, finish as per existing and repaint.

NEW PERGOLA STRUCTURE Johnson and Couzins pergola. Refer to manufacturer's product information and engineer's documentation and drawings.

NEW ENTRY FENCING

8

7441

Groundwater Drainage

74.40

DRAINAGE ON RETAINED GROUND

81.08

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

3

4

5

6

7

4,390

4,800

2,790

2,410

43.01

NEW ROOFING

51.05

PLYWOOD CEILING LINING

G A303

77.07

SOUND SYSTEM

38.01

ROOF RAFTERS

H A304

44.01

NURAPLY 3PM ROOFING

48.12

PARAPET FLASHING

5 A441

I A305

7 A413

1 A413

51.03 74.02

1 A464

33.02

EXT BLOCK WALL

81.02

NEW PERGOLA STRUCTURE

200

81.08

Family

3 A464

3 A441

30

Existing timber fencing adjacent to service court to remain.

APL WINDOWS APL DOORS

Deck

NEW CEILING LINING

NEW SPOUTING

Line of existing roof structure 3 A451

Fireplace

PARAPET FLASHING NEW ROOFING

20 2 sim A451

3 sim A487

45.01 45.02

48.12 43.01

Kitchen

45.01

APL WINDOWS

31.03

EXT CONCRETE FLOOR

51.05

PLYWOOD CEILING LINING

55.03

NEW INTERNAL STAIR

Passage

Guest Bedroom

NEW ENTRY FENCING

Ensuite

First Floor FFL = +154,200 RL = +154,034

51.03 2 A464

Garage

Ensuite

Master Bedroom

NEW CEILING LINING

Passage

Bedroom 3

62.01

NEW WALL TILES

62.02

NEW FLOOR TILES

41.01

NURAPLY 3PG SYSTEM

Ground Level FFL = +151,500

Double Garage FFL = +151,300

1

date

A115

EXT FOUNDATION EXT CONCRETE SLAB

Section A Scale 1:50

31.05

EXT FOUNDATION

74.40

DRAINAGE ON RETAINED GROUND

62.02 75.01

NEW FLOOR TILES UNDERFLOOR HEATING

31.05

EXT FOUNDATION

62.01

NEW WALL TILES 07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

rev description

date

6 sim A425

3 A413

W07

Balustrades Exterior

48.11

7545

100 31.05 4 sim A425

W15

6 A413

D04

4851

F A303

13

W20

W17

7 A425

FINISH

6,010

3 A487

Existing timber fencing adjacent to service court to remain.

D09

6

2

Ground Floor FFL = +151,500

#DrgID #LayID

W18

1 A432

NEW INTERNAL STAIR New internal stairs. Timber framed construction, with new finished surface. Railing and balustrade salvaged from removed internal stairs. Trims to match existing.

30

W16

EXT GARDEN WALL

4421N Nuraply Membrane Roofing

4553

4 A441

Risk Factor Risk Severity Risk Score Wind zone (per NZS 3604) High risk 1 Number of storeys High risk 2 Roof/wall intersection design High risk 3 Eaves width High risk 2 Envelope complexity Medium risk 1 Deck design High risk 4

48.12

7 A413

4 A431

81.01

NEW TIMBER DECKING 90x19 hardwood treated timber decking, Watershed profile with clear non-water based Drydens penetrating oil finish. Use 2/Hermpac HEX head 65mm x 12g (5.5m) stainless steel screw.

Refer to Hermpac decking product for fixing installation.

E A482

2,410 I A305

W19

TRESPA TS35 CLADDING SYSTEM

Timber Decking

43.02

55.03

PARAPET FLASHING New parapet cap flashing over raised roof parapet as per E2 AS1.

Use Stainless Steel flashing when in contact with H3.2 treated timber.

Use powdercoated aluminium flashing in other areas.

27,000

7

H A304

NEW PERGOLA STRUCTURE

42.20

4383

45.02

1

4 A413

NEW BALUSTRADE

NEW ROOFING New Dimond Styline longrun roofing sheets including all required fixigs, battens and flashings. Raise existing roof pitch.

Flashings

48.12

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

First Floor FFL = +154,200

48.11

43.01

APL WINDOWS APL Thermal Heart proprietary window system. All joinery to meet or exceed the requirements of the NZ Building Code and NZ Standards NZS4211, Performance of windows and NZS4223, Glazing in Buildings -Parts I-4incl. Meet NZBC Clause B2- Durability, NZBC Clause E2- External Moisture. Install motorised openings to the high level windows in living room.

Install Elemental hardware.

APL DOORS Proprietary APL Thermal Heart door system. All joinery to meet or exceed the requirements of the NZ Building Code and NZ Standards NZS4211, Performance of double glazing on doors and NZS4223, Glazing in Buildings -Parts I-4incl. Meet NZBC Clause B2- Durability, NZBC Clause E2- External Moisture.

Install motorised openings to the high level windows in living room. Install Elemental hardware.

4821

New proprietary slated timber fencing. Height of entry to match existing entry canopy.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

27,000

81.02

Profiled Metal Roofing

45.01

1 A433

1

0 0

3320

4311

APL Metro Series Thermal Heart

Excavate existing drainage tailing and retained ground to expose filter cloth, tanking protection and draiange system. Replace/ repair as required drainage coil. Install as per manufacturer's specifications. Refer to existing historical details for detail and construction.

10

0

31.03

4521

Joinery and Cabinetry Fixtures

20

EXT CONCRETE SLAB Existing 100mm reinforced concrete slab floor over 40mm XPS insulation. Re-level floors that have exceeded the 0.55 slope with self leveling compound. Repair with epoxy resin hairline cracks and polish with the addition of a similar type of chips.

EXT CONCRETE FLOOR Existing 125mm thick reinforced concrete slab floor over 75mm Unispan. Re-level floors that have exceeded the 0.55 slope with self leveling compound. Repair with epoxy resin hairine cracks and polish with the addition of a similar type of chips.

EXT FOUNDATION Refer to historical Architectural drawings.

NURAPLY 3PG SYSTEM Confirm on site the extent of existing damage. If damaged apply the NURAPLY 3PG waterproofing system as two layers with laps and joints and reinforcing pieces at junctions to provide a waterproof.Apply the NURAPLY 3PG waterproofing system as two layers with laps and joints and reinforcing pieces at junctions to provide a waterproof. Install as per manufacturer's specifications.

5511

EXTERNAL

81.02

4521

31.01

Nuralite Tanking

41.01

6,600

8

Profiled Metal Roofing

NURAPLY 3PM ROOFING New Nuraply 3PM membrane installed as per Manufacturer's specifications on 17mm plywood substrate, rafters at 400 centres, nogs at 400 centres.

1:80 Minimum constructed fall 1:100 Minimum constructed fall for gutters.

Concrete

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

4851

4311

44.01

Existing spa to remain

A115

New TS35 cladding, installed over 45mm H3.2 timber cavity batten, over rigid air barrier, fixed to existing block walls. Cavity batten fixing as per Engineer's specifications.

TRESPA TS35 CLADDING SYSTEM 10mm Trespa Meteon high pressure laminate panels fixed with powder-coated aluminium (colour to match panel) adhesive fixed to aluminium railing system. Refer to elevation drawings for panel colours and layout.

Refer to details for fixing layout and details.

-All installation to be supervised by experienced Trespa installers -Verify actual measurements/openings by field measurements performed by the installer prior to release for fabrication.

Recorded measurements to be indicated on shop drawings based on field measurements provided by the installer. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays.

4421N Nuraply Membrane Roofing

48.10

Proposed South Elevation

Flashings

48.12

48.11

NU-WALL E200 New selected profile aluminium weatherboard cladding, installed over 20mm cavity, over rigid air barrier, fixed to existing / new timber framing.

4254TP Trespa Meteon TS35 Panel Facade Cladding

EXT BALUSTRADE

New aluminium handrail, bolt fixed to exist. masonry wall.

45.02

4821

4241DA Nu-Wall Profiled Metal Cladding

42.20

+151,500 Ground Floor

1

ENCLOSURE

steps

5 sim A425

33.02 81.03

EXT BLOCK WALL Existing block wall. Repair with epoxy resin block walls with slight cracking <1mm wide confined to mortar course and not extending to face shells. Check with Structural Engineer.

NEW 15 SERIES BLOCK WALL New 15 series block wall as per Egineer's specifications.

D06

4 sim A425

48.12

33.02

RL = +155,951

6 sim A425

° 40 ne Pla is on s ce Re

Masonry

4

NEW PERGOLA STRUCTURE 2,300

D07

W14

99

+154,200 First Floor

3320

3100

1:80 Minimum constructed fall 1:100 Minimum constructed fall for gutters.

4131N

Garage door, new paint finish.

2,400

EXTERNAL STAIRS

Concrete

STRUCTURE

2,400

21.09

3100

42.30

Exist. DP

NU-WALL E200

STRUCTURE

W12

5 sim A425

45.02

3

33.03

4 sim A425

42.30

EXTERNAL STAIRS Carefully remove existing external stairs including fixings. Store existing stairs refurbish and reinstate with new connection and footing.

9

NEW PERGOLA STRUCTURE NEW ROOFING

21.09

3

ENCLOSURE

119

48.12

J A305

° 47

43.01

C A302

ne Pla ion ss ce Re

t eigh ing H Build imum x a M A 8.0m A301

1,600

10

30

1,200

Demolition

20

40

5,800

SITE

2111

30

2,370

990

2

4

Min. 50

1,120

Risk Factor Risk Severity Risk Score Wind zone (per NZS 3604) High risk 1 Number of storeys High risk 2 Roof/wall intersection design High risk 3 Eaves width High risk 2 Envelope complexity Medium risk 1 Deck design Low risk 0

Notes

2,350

10,710

Date published: Friday, 31 August 2018

BUILDING ENVELOPE RISK MATRIX North Elevation

10

A

40

50

0

20

B

10

30

C

20

40

D

30

50

E

Major Aitken Drive

Date published: Friday, 31 August 2018

F

40

or exceed the requirements of the NZ Building Code and NZ Standards NZS4211, Performance of windows and NZS4223, Glazing in Buildings -Parts I-4incl. Meet NZBC Clause B2Durability, NZBC Clause E2- External Moisture. Install motorised openings to the high level windows in living room. Install Elemental hardware.

APL DOORS Proprietary APL Thermal Heart door system. All joinery to meet or exceed the requirements of the NZ Building Code and NZ Standards NZS4211, Performance of double glazing on doors and NZS4223, Glazing in Buildings -Parts I-4incl. Meet NZBC Clause B2- Durability, NZBC Clause E2- External Moisture. Install motorised openings to the high level windows in living room. Install Elemental hardware.

50

50

Notes

W06

45.01

APL WINDOWS

42.20

TRESPA TS35 CLADDING SYSTEM

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH project

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH project

Bromley House

Bromley House

D03

99 Major Aitken Drive, Huntsbury, Christchurch

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

9 A425

client

9 A413

p. 10 2 A115

Proposed West Elevation Scale 1:50

45.01

sheet size A1

APL WINDOWS

APL DOORS

48.10

EXT BALUSTRADE

Existing balustrade to remain.

33.02 81.03

EXT BLOCK WALL EXT POOL

Existing spa to remain.

title

client

Stephen & Megan Bromley

Existing garden faucet to remain.

Cover and protect during construction of proposed works.

45.02

99 Major Aitken Drive, Huntsbury, Christchurch

phase Detailed Design

Proposed Elevations South & West

job no.

DOM-A 1491B sheet no.

revision

A204

07

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

Existing balustrade to remain.

Relocated stair post

Stephen & Megan Bromley

sheet size A1 title

job no.

phase Detailed Design

Sections A

p. 11

DOM-A 1491B sheet no.

revision

A301

07

30

20

10

50

0

40

30

20

10

0

41.02

TS35-18

THERMAKRAFT UNDERLAY TRESPA TS35 CLADDING SYSTEM 140x 45 H3.1 timber batten

60mm

48.01

SIKAFLEX-AT FACADE

50

140 x 45 H3.1 timber batten 10

45.08

NEW ARCHITRAVE

45.04

NEW AIR SEAL

42.34

NU-WALL NC138 JAMB FLASHING BASE

42.42

PROFILED FOAM INSERT

10

40

20 30

NEW JOINERY LINING

E

D

40

45.07

30

NEW PACKERS

1,355 c.o.s.

532 from centre of steel lintel, c.o.s.

1. All works shall comply with the Building Consent documentation.

160 c.o.s.

1. All works shall comply with the Building Consent documentation.

2. Do not measure or scale off drawings.

40x 150mm, 2mm powder coated aluminium flashing to match the cladding colour and finish

2. Do not measure or scale off drawings.

43.01

3. Read these plans in conjunction with the full set of contract documents.

33.02

EXT BLOCK WALL

51.01

NEW PLASTERBOARD

41.03

DPC

47.02

NEW INSULATION - XPS BOARD

41.05

FLASHING TAPE 100 x 100

Proprietry roof fixing. Refer to roofing fixing requirements on accompanying specificaiton.

New 70x35 H3.2 timber roof purlins at 400mm centres.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

20mm roof cavity batten for ventilation.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

90 x 45 H3.1 timber batten

NEW ROOFING

48.14

BARGE FLASHINGS

43.01

NEW ROOFING

42.74

TS35-03

42.77

TS35-15

10

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

5

42.79

45.06

50

SCREW IN ACHOR

10

42.96

15mm Cover (10mm Min)

140 x 45 H3.1 timber batten

20

3

50

TRESPA TS35 CLADDING SYSTEM

Date published: Friday, 31 August 2018

42.20

10

Date published: Friday, 31 August 2018

2 10

0

40

0

50

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

10

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

3. Read these plans in conjunction with the full set of contract documents.

NOTES

112 48.20

1. Refer to Structural Engineer's design package for calculations and fixings.

SIKA 11FC

20

41.07

PRO CLIMA

43.10

PLY SUBSTRATE

Dia. 6x10mm MBE PT - screw with washer in slotted hole.

225

100

Galv. joist hanger, refer to Engineer's fixing schedule.

Cut existing block wall to install new steel column.

Follow Engineer's instructions

10 ALUMINIUM CAVITY RAIL SYSTEM

42.78

TS35-16 42.20

47.02

TRESPA TS35 CLADDING SYSTEM

100x 100mm, 2mm powder coated aluminium flashing to match the cladding colour and finish

42.42

PROFILED FOAM INSERT CAVITY BATTEN BARRIER STRIP

DPC

51.08

NEW ARCHITRAVE

225 x 230 base plate

A115

41.02

FLASHING TAPE

42.95

PROFILED FOAM TAPE

Packer to suit.

Kitchen Column Internal Corner

Santropene backing gasket

47.03

NEW CEILING INSULATION

51.05

PLYWOOD CEILING LINING

NEW PACKERS

10

0.9mm P.C. aluminium eave flashing fixed above soffiting lining, extended down at min. 35mm with drip edge

UA 1455 powder coated aluminium capping

NEW AIR SEAL

42.28

45.11

JOINERY LEG EXTENDER

45.10

JOINERY FLASHING TAPE

New 310UB 32 beam above shown dashed

Gib Rondo ceiling system

42.33 42.34

NU-WALL NC139 JAMB FLASHING CAP NU-WALL NC138 JAMB FLASHING BASE

51.06

42.28

SOFFIT LINING

PLYWOOD WALL LINING

225 x 230 base plate

Family Room Column Internal Corner

New 250 UB 26 steel lintel beam.

Refer to engineer's specification and fixing schedule.

New 310UB 32 beam above shown dashed 45.06

NEW PACKERS

TS10-48

Scale 1:2

Shot fired fixing as per Engineer specifications

Scale 1:2

New 240x45 H3.2 LVL timber edge beam for modified/new roof structure.

D12 galv. bolt fixing, staggered at 400mm centres.

3

45.04

New 70x35 H3.2 timber soffit battens, at 400mm centres.

42.91

41.03

45.06

1

JH RIGID AIR BARRIER

New 200 UC 59.4 steel post per Engineer's specification

2.8mm x 50mm Hot Dip Galv. Clout fixing, staggered at 400 centres

A115

170x45 H3.2 LVL timber blocking.

Refer to roof framing plan for location.

50

41.04

NU-WALL E200

42.31

42.29 NEW BARGE - 10mm Trespa cladding

Galv. cleats, refer to Engineer's specificaiton.

NEW INSULATION - XPS BOARD

42.30

JH RIGID AIR BARRIER

3. No changes is to be made without prior informing and permission of the project Architec/Engineer.

225 x 230 base plate

41.05 FLASHING TAPE 100 x 100mm

270

42.21

230

10

41.04

2. All measurements to be checked on site prior to start of construction.

Shot fired fixing as per Engineer specifications

SOFFIT LINING

New 70x45 H3.2 timber cavity batten for internal lining, at 400mm centres.

47.01

NEW WALL INSULATION - TIMBER FRAME

42.30

NU-WALL E200

41.02

THERMAKRAFT UNDERLAY

45.10

JOINERY FLASHING TAPE

D12 bolt fixing through new timber and steel structure at 600mm centres 10 42.95

PROFILED FOAM TAPE

42.42

PROFILED FOAM INSERT

41.02

THERMAKRAFT UNDERLAY

41.04

JH RIGID AIR BARRIER

45

45.03

NEW AIR SEAL

10 42.95

PROFILED FOAM TAPE

42.42

PROFILED FOAM INSERT

41.04 42.30

JH RIGID AIR BARRIER NU-WALL E200

41.02

THERMAKRAFT UNDERLAY

45 90x45 H3.2 timber blocking over DPC membrane.

D12 galv. bolt fixing, staggered at 400mm centres.

100

225 x 230 base plate

Flexible flashing tape over underlay 100mm all round the beam and 25 mm wide around the beam

NU-WALL E200

45.06

07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

rev description

SIKAFLEX-AT FACADE

45.04

NEW AIR SEAL

41.02

THERMAKRAFT UNDERLAY

25 P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH project

0.5mm Aluminium Soaker flashing formed to direct any moisture onto back of board

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

Pergola beam fixing as per Engineer's specifications

JH RIGID AIR BARRIER

Shot fired fixing as per Engineer specifications

48.20

SIKA 11FC

41.02

THERMAKRAFT UNDERLAY

2 2 A115

Family Room Column External Corner Scale 1:2

42.30 48.20

NU-WALL E200 SIKA 11FC

client

1 A434

1 A432

2 A432

07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

rev description

4 A204

Pergola Beam Penetration Scale 1:2

CAVITY CLOSURE REVERSED

48.07

JOINERY FLASHINGS

date

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH

NEW ARCHITRAVE

project

Stephen & Megan Bromley

sheet size A1

phase Detailed Design

Family Room - Column/ Cladding / Joinery Details

job no.

NU-WALL E200

42.40

Bromley House

Shot fired fixing as per Engineer specifications 42.30

51.08

99 Major Aitken Drive, Huntsbury, Christchurch

title

p. 12

1 A433

1 A433

NEW PACKERS

3 A486

41.04

New 70x45 H3.2 timber cavity batten for internal lining, at 400mm centres.

date

DOM-A 1491B sheet no.

revision

A431

07

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

270

48.01

50

42.30

Shot fired fixing as per Engineer specifications

45.10

JOINERY FLASHING TAPE

45.07

NEW JOINERY LINING

Bromley House 99 Major Aitken Drive, Huntsbury, Christchurch

client

45.01

Stephen & Megan Bromley

APL WINDOWS sheet size A1 title

Double glazing.

2

Living Area 3D Scale 1:50 job no.

1 #LayID

New Roof Barge Scale 1:2

phase Detailed Design

Family Room Roof Barge End Details

p. 13

DOM-A 1491B sheet no.

revision

A434

07

SCREW IN ACHOR

min. fall

115 C.O.S.

90x 40 H3.2 deck joists at 400 centres

41.01

41.01

300x100x3mm stainless steel angle

185 C.O.S.

NEW TRAY-DEC 300

41.03 47.02 51.03

DPC NEW INSULATION - XPS BOARD NEW CEILING LINING

Gutter with Stainless Steel screw fixings through neoprene washers

50 min. fall

1 A303

Existing concrete structure

41.03

DPC

42.75

TS35-21

FFL = +154,200

38.11

61.01

MAPEI SCREED

44.02

DECK JACKS 44.02

DECK JACKS

20mm H3.2 angle timber fillet

20 min. fall

300 minimum New internal drain at 1:100 gradient

200 COS

20mm H3.2 angle timber fillet

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

41.03 43.10

DPC PLY SUBSTRATE

44.02

DECK JACKS

43.10

PLY SUBSTRATE

42.96

47.01

NEW WALL INSULATION - TIMBER FRAME

51.01

NEW PLASTERBOARD

SCREW IN ACHOR 51.03

NEW CEILING LINING Ceiling batten, 45x70 H3.2 Ceiling batten, 45x70 H3.2 timber at 400 centres

41.03

DPC

51.03

THERMAKRAFT UNDERLAY JH RIGID AIR BARRIER

42.31 42.32

CAVITY BATTEN BARRIER STRIP CAVITY BATTEN

42.30

NU-WALL E200

51.01

-

47.02

NEW INSULATION - XPS BOARD

Garage Deck Nib Detail

1

THERMAKRAFT UNDERLAY

A301

Scale 1:2

90x45 H3.2 timber deck joist at 400mm centres.

45x45 H3.2 timber edge joist

44.01

NEW TIMBER DECKING

45x45 H3.2 deck joists at 400mm centres on Nurajacks

12

2 A301

Scale 1:5

140x45 H4 timber ribbon beam, anchor fixed with M12 C6 epoxy coated bolts at 400mm centres.

190x45 edge joists for rebuilt deck over garage. Refer to deck framing plan for layout and location.

34.02

51.03

90x47 stainless steel joist hangers

100x45 H3.2 timber nogging for rebuilt deck. Refer to decking plan for locaiton and layout.

90x45 H3.2 timber deck joist at 400mm centres.

NURAPLY 3PM ROOFING Existing Floor Level RL = +154, 200

90x45 H3.2 timber noggings

41.01

43.02

3 A301

Garage Deck & Joinery Threshold Scale 1:5

Scale 1:5

45x45 timber nogging, check on deck framing plan for location

NURAPLY 3PG SYSTEM

43.02

NEW TIMBER DECKING

42.30

NU-WALL E200 45.02

45x45 H3.2 edge joists. Refer to deck framing plan for location.

43.02

45.07 45.04 31.01

NEW TIMBER DECKING Existing Floor Level RL = +154, 200

45x45 timber nogging, check on deck framing plan for location

12

APL DOORS NEW JOINERY LINING NEW AIR SEAL EXT CONCRETE SLAB

NEW TIMBER DECKING 12

50 min. fall

Original Height of Double Garage wall RL = + 154, 110

75 c.o.s.

100 75

MAPEI SCREED

3. No changes is to be made without prior informing and permission of the project Architec/Engineer.

NEW CEILING LINING

Garage Deck Internal Gutter

Existing Floor Level RL = +154, 200

12

150 292

61.01

2. All measurements to be checked on site prior to start of construction.

Ceiling batten, 45 x 70 H3.2

NEW 200 UC 46.2 BEAM

45x45 H3.2 edge joists. Refer to deck framing plan for location.

100 min. coverage

12 NURAPLY 3PM ROOFING

SCREW IN ACHOR

New timber blocking over DPC with M12 bolt fixing

20mm angled screed fillet

44.01

DPC

42.96

NOTES

35

43.02

41.03

EXT BLOCK WALL

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

1. Refer to Structural Engineer's design package for calculations and fixings.

Min. 110mm embedment

90

100 min.

C.O.S.

Wall skirting - timber, painted finish to match existing.

240x45 H3.2 SG8 ribbon board, fixed with Hilti HIT-HY70 c/w HIT-V (80mm) into cell centres.

NEW PLASTERBOARD

Membrane Deck Outlet

2

NEW BLOCK WALL

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

Min. 110mm embedment

90x 45 H1.2 gutter rafter at 400 centres NEW CEILING LINING

New deck joists, 240x45 H3.2 timber members.

27

70x45 H1.2 timber cavity wall batten

41.02 41.04

TRESPA TS35 CLADDING SYSTEM

33.01

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

33.02

SCREW IN ACHOR

90x45mm H3.2 timber batten at 400mm centres.

42.20

PLY SUBSTRATE

JH47x129 joist hanger for Hy Span deck joist.

New deck blocking, 250x45 H1.2 timber at 400mm centres.

41.02

NURAPLY 3PM ROOFING

43.10

2. Do not measure or scale off drawings.

3. Read these plans in conjunction with the full set of contract documents.

min.90 embedment

3. No changes is to be made without prior informing and permission of the project Architec/Engineer.

70x35 H3.2 timber batten at 400mm centres.

44.01

New deck joists, 240x45 H3.2 timber members. Refer to deck framing plan for l

35 EXT BLOCK WALL

Scale 1:10

NEW JOINERY LINING

15

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

300 minimum Existing drain, C.O.S.

min.90 embedment

33.02

45.07

NEW TIMBER DECKING FInish Decking FFL = +154,200

New 190x45 H3.2 timber deck joists at 400 centres

New 140 x 45 H3.2 deck joists at 400 centres

CAVITY BATTENS (90x45)

2. All measurements to be checked on site prior to start of construction.

NU-WALL E200 APL WINDOWS

1. All works shall comply with the Building Consent documentation.

TRESPA TS35 CLADDING SYSTEM

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

42.30 45.01 43.02

1. Refer to Structural Engineer's design package for calculations and fixings.

50 min. seating

Master Bedroom Extension - Deck and Floor

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

NEW TIMBER DECKING

Angled steel bracket, 6mm thickness. Refer to engineer's specification

NOTES

12 10

New 75x75 SHS post, welded to 200 UB steel beam. Refer to relevant plan for location.

31.06

0.55 BMT flashing Colorsteel flashing, continuouys over Trespa TS35 cladding systems.

10

75

MAPEI SCREED

100 full slab depth

4 sim A425

NEW TRAY-DEC 300

61.01

TS35-15

PLY SUBSTRATE

43.02 NEW TIMBER DECKING

New 140 x 45 H3.2 deck joists at 450 centres

12

3. Read these plans in conjunction with the full set of contract documents.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

56 top of deck

260

100

200 UB steel beam beyond (refer to plan for new and existing indication) 31.06

1.50 min. fall

2 A462

190

3 A461

NURAPLY 3PG SYSTEM

NURAPLY 3PG SYSTEM

240

300 c.o.s.

1.50 Fall

TS35-03

42.77

2. Do not measure or scale off drawings.

New concrete nib/parapet, shown dashed.

RL = +154.200

42.74

NURAPLY 3PM ROOFING

43.10

41.01

NURAPLY 3PG SYSTEM

61.01

MAPEI SCREED

44.02

DECK JACKS 1.50 fall

45 c.o.s.

NEW BALUSTRADE

1. All works shall comply with the Building Consent documentation.

120 c.o.s.

48.11

45x45 H3.2 timber joists at 400mm centres, shown dashed.

NEW PERGOLA STRUCTURE

44.01

100 COS

4 A461

NEW TIMBER DECKING

0 0

43.02

90

45x45 H3.2 deck joists at 400 centres on Nurajaks

43.02

81.02

Joist hanger

10 min.

NURAPLY 3PM ROOFING

NEW BALUSTRADE

Cavity batten, timber 140x45 H3.2

50

DECK JACKS

44.01

100

44.02

10

10

48.11

50

20

20

42.96

30

30

PARAPET FLASHING

40

40

RL = + 154, 200

Date published: Friday, 31 August 2018

MAPEI SCREED

Existing masonry block wall. Refer to relevant plans for location.

NEW TIMBER DECKING 30

61.01

43.02

48.12

50

40

NU-WALL E200

Existing 200 PFC steel beam. Refer to floor framing plan for location.

1,050 min.

C.O.S.

42.30

10

E

20

Date published: Friday, 31 August 2018

E

M12 bolt at 900 centres bend bolt in concrete

50

0

200 max Check on site

10

55

20

50 min.

30

1050 min. height

40

0

50

12

07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

rev description

31.06

NEW TRAY-DEC 300

50 min. fall

12

20mm angle fillet.

31.06

NEW TRAY-DEC 300

41.02

THERMAKRAFT UNDERLAY

41.02

THERMAKRAFT UNDERLAY

50 seating

240x45 H3.2 ribbon beam, fixed with M12 bolt fixing with c6 epoxy coating

date

50 seating

50 min. seating

07 Building Consent

25/06/2018

06 Engineer DWG

31/10/2017

rev description

date

10

10

NEW TRAY-DEC 300

200 UB steel beam beyond, shown dashed Refer to framing plan for note on new and existing.

100 full slab depth

31.06

56 top of tray

100 full depth of slab

75 min. embedment

75 Seating

PLY SUBSTRATE

0.55 BMT flashing Colorsteel flashing, continuouys over Trespa TS35 cladding systems.

75 175

Min. 110mm embedment

MAPEI SCREED

58 top height of tray 100 full slab depth

43.10 MAPEI SCREED

100 full slab depth

110 min. embedment

56 top of tray

60 c.o.s.

100 min. coverage

61.01

61.01 NURAPLY 3PM ROOFING

392

44.01

New Traydeck rib outline

project

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

41.02

THERMAKRAFT UNDERLAY

New HILTI M12 Hit-V bolt, at 110mm min. embedment, with C6 epoxy coating. See engineer's drawing and specs for further information.

47.02

41.03 47.02 51.03

NEW INSULATION - XPS BOARD

New 100x75x8 UA beam, with M12 Epcon C8 anchor at 400mm centres into existing slab/lintel.

70x35 H3.2 timber batten at 400mm centres.

Existing 75mm thick precast prestressed flat slabs with 125mm concrete topping

47.02

NEW INSULATION - XPS BOARD

51.06

PLYWOOD WALL LINING

33.01

3 A461

p.

14 Deck Upstand Membrane Scale 1:2

4 A461

200

42.20

TRESPA TS35 CLADDING SYSTEM

47.02

NEW INSULATION - XPS BOARD

41.02

THERMAKRAFT UNDERLAY

client

Scale 1:2

240x45 Hyspan beams at 400mm centres. Refer to drawing 1 on sheet A122 for structural layout.

title

phase Detailed Design

Master Bedroom Roof/ Deck Details 1

job no.

DOM-A 1491B sheet no.

revision

A461

07

47.02

NEW INSULATION - XPS BOARD

47.02

NEW INSULATION - XPS BOARD

51.03

NEW CEILING LINING

51.03

NEW CEILING LINING

90x30 H3.2 timber batten at 400mm centres, fixed with screw-in wall anchors

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH project

110 min. embedment 90x30 H3.2 timber batten at 400mm centres, fixed with screw-in wall anchors

Stephen & Megan Bromley

sheet size A1

NEW BLOCK WALL

Deck Extension - Existing UB to Masonry Wall

Bromley House 99 Major Aitken Drive, Huntsbury, Christchurch

Gutter with Stainless Steel screw fixings through neoprene washers.

DPC NEW INSULATION - XPS BOARD NEW CEILING LINING

Stainless steel joists hanger. See engineer's specificaiton for joist/fixing schedule.

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.NZ AUCKLAND WELLINGTON CHRISTCHURCH

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1491B DOM-A 99 Maj Aitken Dr

50 seating

NEW TRAY-DEC 300

30

31.06

51.01 47.02

51.01

NEW PLASTERBOARD

47.02

NEW INSULATION - XPS BOARD

33.02

EXT BLOCK WALL

41.02

THERMAKRAFT UNDERLAY

99 Major Aitken Drive, Huntsbury, Christchurch client

title

job no.

4 A122

Master Bedroom Extension - Roof and Garage Wall Scale 1:2

Stephen & Megan Bromley

sheet size A1

NEW PLASTERBOARD NEW INSULATION - XPS BOARD

Bromley House

5 #LayID

Deck and Joinery Sill Detail Scale 1:2

phase Detailed Design

Garage Deck and Extended Deck Details

p. 15

DOM-A 1491B sheet no.

revision

A464

07

02 | Daniell Street Project Type:

Professional / Multi-Unit Residential

Involvement:

Architectural Graduate / Technician

Description

Remediation work for a multi-unit residential complex in the inner suburb of Newtown, Wellington.

p. 16

Existing Conditions

Proposed Works

p. 17

p. 18

Proposed Works

File: F/Volumes/ArchiCAD/Jobs/1514B HNZ-W 25 Daniel Street/02 Concept and Resource Consent/02.2 Concept/HNZ-W-1514B-25 Daniel Street-CD 170809.plnile:

Existing Conditions

1

Existing Conditions

2

Proposed Works

Demolition Work(s) balcony and butterfly roof Proposed Work(s) new balcony and mono-pitch roof

project

Potala Villas

title

Existing v Proposed

job no.

client

Housing New Zealand

sheet size

A3

date

HNZ-W-1514B

sheet no.

rev

SK9.1

p. 19

Services

7612HE Hometech™ Mechanical Extract Systems 7612HE Hometech™ Mechanical Extract Systems NEW EXTRACT FAN - ROOF

F

G

H

J

4,000

9,600

7,900

4,488

7,700

C

D

E

F

G

H

A310

A311

A312

A313

A314

A315

5

4

3

2

1

1

2

3

4

5

6

7

8

9

10 11

7

11 10

9

8

7

6

5

4

3

2

1

1

2

3

4

5

6

7

8

9

10 11

7

4,301 c.o.s.

4,300 11 2 10

3

9,690 c.o.s.

4

9

5

8

8

Unit 17

11 10

9

8

7

6

5

4

3

2

1

2

11 10

9

8

7

6

5

4

3

2

1

A216

1

1

2

3

4

5

6

7

8

9

10 11

A217

1

2

3

4

5

6

7

8

9

10 11

4,300 1

13 12

2,445 c.o.s.

4,165 c.o.s.

Unit 10 balcony

9

4

A217

A223

10

3 2

21.02 A224

F

11

9 1

8

2

3

4

5

6

2

3

4

5

6

7

8

9

10 11

A307

Roof Fall

7

Roof Fall

7

Unit 15

6

9,690 c.o.s.

5 4

Unit 10

3 2 1

9

8

7

6

5

4

3

2

1

11 10

9

8

7

6

5

4

3

2

1

12 11

2,445 c.o.s.

9

2 3 4

File: BIM Server: MM-AKL-APP-01 - BIM Server 21/1514B 25 Daniel Street

Score

M VH M

1 4 1

VH M

5 1

0 10 20 2. Do not measure or scale off drawings.

Key & Legend

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

Existing building (outline shown dashed)

42.09

NEW METAL SHEET

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

1

G

4,375 c.o.s.

Unit 9 balcony

21.06 21.10 21.05

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 2/05/2018 date

1 A661 MODIFY IT WALL DIVIDER STRUCTURE NEW CLADDING - TITAN PANEL

3 A663

21.09 42.04

MODIFY IT WALL DIVIDER STRUCTURE NEW CLADDING - TITAN PANEL

74.03

NEW DOWN PIPE

21.09 42.04

MODIFY IT WALL DIVIDER STRUCTURE NEW CLADDING - TITAN PANEL

1 A629

74.03

NEW DOWN PIPE

38.09

NEW SOLID BALUSTRADE CAPPING

42.03

EXT CLADDING - TITAN PANEL

D

E

F

A311

A312

A313

Block F Unit 20 to 23

G

H

A314

A315

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

48.54

NEW BALUSTRADE

74.02

NEW BALCONY GUTTER

EXISTING 3 A660 42.08

2 A661

76.02

EXISTING

3 A660

EXISTING METAL SHEET

1 A651

1 A654

NEW EXTRACT FAN - GLASS EXISTING

EXISTING EXISTING

EXISTING E D C B A rev

NEW FLETCHER WINDOWS 42.03

EXT CLADDING - TITAN PANEL

DN100

Original Ground Line

RL = +41,000

Original Ground Line

RL = +40,117

Potala Villas Partial Remediation

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue description

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

+38,845

Scale 1:100

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 date

New down pipe to connet to existing outlet. Check on site prior to demolition and construction.

EXISTING

25 Daniell Street, Newtown

Level 5

1 A660

2 A661

1 A660

NEW BALUSTRADE

2,500

1

Block E Unit 15 to 19

Max Building Height 9.0m

3 A660

2 A660

1 A654

A212

Block D Unit 9 to 14

NEW CLADDING - TITAN PANEL

2 A660 45.04

15

63 64 65 66 67 68

NEW CLADDING - TITAN PANEL

42.04

NEW W19-1

48.54 Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue 30% Detail Design Issue description

NEW ROOF TYPE B NEW METAL ROOFING

42.04

1 A660

3 A635

1 A651

F E D C B A rev

38.16 43.01

2 A661

Max Building Height 9.0m

2 A663

Unit 20 Deck (below)

Original ground line

A314

1 A606

Proposed Works (+ or - in measurements denotes either increase or decrease respectively)

Maximum building height, 9.0m

L 0 Total Score: 12

Existing roof structure to be demolished to allow new roof layout, shown dashed.

1 A629

14

6

+/- ##.##

Selected Claddings: 1. Fibre cement sheet jointed finish over nominal 20mm drained cavity 2. Horizontal corrugated profile metal over nominal 20mm drained cavity

1 A606

RL = +38,450 c.o.s. client

STAGE 5

STAGE 4

STAGE 3

STAGE 2

STAGE 1

Housing New Zealand

sheet size A1 title

p. 20

EXISTING METAL SHEET NEW ROOF TYPE A NEW METAL ROOFING

7,101 c.o.s.

5

Unit 9

C

-

5 1

F

7

8,600

11 10

A310

1

VH M

1

10

55 56 57 58 59 60 61 62

21.05 21.06 21.10

Block C Unit 6 to 8

1 4 1

A315

76.01

79.23m, 77° 24' 14"

Block B Unit 3 to 5

42.08 38.15 43.01

21.09 42.04

B

10

21.04

48 49 50 51 52 53

Risk

30

10 20 30

5,400 c.o.s.

Unit 23 balcony 10,710

21.01 21.04 2

4,300

14

38

Score

M VH M

L 0 Total Score: 12

21.01

up

High More than 2 Storeys Partly exposed (e.g. hip and gable roof with no eaves) 0-100mm wide Moderately complex shape with no more than 2 cladding types.

None

F

4,300

10,925 c.o.s.

9,629 c.o.s.

5

1

11

8,715

21.02

21.04

7,097 c.o.s.

40 41 42 43 44 45 46 47

9,690 c.o.s.

Unit 16

1

Roof Fall

15 16 17 18 19 20 21 22

Risk

6 8

2

1

A216

7,163 c.o.s.

37

9,690 c.o.s.

Unit 11

21.02

36

A305

7

8

35

Unit 22

Description High More than 2 Storeys Partly exposed (e.g. hip and gable roof with no eaves) 0-100mm wide Moderately complex shape with no more than 2 cladding types.

None

Selected Claddings: 1. Fibre cement sheet jointed finish over nominal 20mm drained cavity 2. Horizontal corrugated profile metal over nominal 20mm drained cavity

21.02

1

11

21.01

34

2 11

2 A215

11

Roof Fall

33

10

4,300

1

21.05

24 25 26 27 28 29 30 31 32

4 3

Unit 21

Roof Fall

21.05 21.06 21.10

21.01 21.04

5

9

Unit 12

21.06 21.10

76.01

9,690 c.o.s.

4,415 c.o.s.

8

Unit 18

9,690

Roof Fall

4,275 c.o.s.

4.59m, 167° 42' 28"

4,355 c.o.s.

6

Risk Factor Wind Zone Number of Storeys Roof/Wall Intersection Design Eaves Width Envelope Complexity Deck Design

A

21.05

21.06 21.10

6

7

6

7

7,096 c.o.s.

5

8

9,690

Roof Fall

1

4

8

9

Unit 13

6

A215

3

9

F

A213

1

2 10

21.04 21.02

5,975 c.o.s.

Unit 8

Description

Wind Zone Number of Storeys Roof/Wall Intersection Design Eaves Width Envelope Complexity Deck Design

1. All works shall comply with the Building Consent documentation.

3. Read these plans in conjunction with the full set of contract documents.

Cladding 2 - exist/replacement sheet panel, James Hardie Titan board, painted (check photos for color)

5

2

A214

1 11

11 10

5.19m, 77° 34' 32"

A214

8.

9.

Cladding 1 - exist/replacement corrugated metal, painted (check site photos for color)

Risk Factor

0

- 142

5.12m, 167° 35' 28"

4

21.01

1

Unit 19

4,300 c.o.s.

Roof Fall

9,690

Unit 23

4,185 c.o.s.

5,765 c.o.s.

Roof Fall

9,690 c.o.s.

Unit 14

21.02

6.

7.

7612HE Hometech™ Mechanical Extract Systems NEW EXTRACT FAN - GLASS New HomeTech Ventilation ( GX6GS1/2 Window Fan with Gravity Shutter) to be installed to Xpelair installation manual and specification.

Note: Existing glass panel to be checked on site prior to installation, minimum glass thickness 4mm.

7612HE Hometech™ Mechanical Extract Systems

76.02

Services

21.01

4,505 c.o.s.

21.04

NEW BALUSTRADE Spectrum Clearspan Vista balustrade system with perforated metal sheet infill, side fixed new hand-rail from Spectrum with same profiles as Clearspan Vista. Colour tbc by client.

10

F

4,299 c.o.s.

24.65m, 77° 34' 32"

48.54

7

5.

1

21,500 4,300

7,764 c.o.s.

1.89m, 168° 17' 37"

Existing Villa

4241S Steel & Tube Profiled Metal Wall Cladding

Exterior Handrails and Timber Balustrades

A211

4,300

4.94m, 77° 5' 31"

4241S Steel & Tube Profiled Metal Wall Cladding

3.

4.

New James Hardie 9mm thick Titan board cladding on 20mm drained cavity over RAB to match existing.

New 0.55 BMT Colorsteel Endura corrugated cladding laid horizontally on 20mm drained cavity over RAB with new paint finish to match existing.

New paint finish to all new Titan cladding and existing Titan cladding to remain.

All new joinery to be new Powdercoated Aluminium single-glazed "Fletcher Pacific Residential Suite joinery units", unless otherwise noted.

Install new 0.55 BMT Colorsteel Endura trapezoidal roofing on new Thermakraft Covertek 407 roofing underlay over new timber purlins.

All new downpipes to be 80 - 110Ø Marley uPVC. Allow downpipe relocation to suit new deck and roof layouts, all new downpipes to be connected to existing SW pipe.

Re instate outdoor surface mounted bulkhead light fittings over new cladding on completion. Allow to install new wiring as required.

Refer to electrical engineer for emergency lighting layout.

Check all dimensions on site before commencing work.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

44.39m, 77° 23' 22"

2

4311S Steel & Tube Profiled Metal Roofing NEW METAL ROOFING New Steel & Tube Trimline® in 0.55mm BMT Colorsteel® Endura® metal roof cladding, long-run trapezoidal profile installed at a 4 degree roofpitch, on on 90x45 H1.2 treated purlins @ 900crs. For a maximum design wind load of 1.7kPa SLS and 2.39kPa ULS (Very High wind zone), fix roof with: three 12g x 65mm Fortress SupaDrive category 5

43.01

1.

2.

7612HE Hometech™ Mechanical Extract Systems

4851

20

40

0

9,600

NEW SOLID BALUSTRADE CAPPING New 0.55 BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5 deg. fall. min. Refer to detail 3/A635 for capping junction details.

NEW ROOF TYPE A New 190x45mm H1.2 treated SG8 rafters @600 crs. Refer

4311S Steel & Tube Profiled Metal Roofing

NEW BALCONY GUTTER New Marley UPVC Typhoon spouting system, halfround at 133mm size. Fixed with external fixed bracket at manufacturer's installation instructions at specified centres.

Fix brackets through 6mm nylon shims to form continuous overflow gap 7411MA Marley Rainwater Disposal System NEW DOWN PIPE RP80 New Marley RP80 uPVC 80mm Ø round down pipes, with stand-off fixings as per manufacturers recommendations.

Paint finish white, or to match existing.

7411MA Marley Rainwater Disposal System

74.03

30

1,936

7,700

Timber Framing

38.09

M

4231HF James Hardie® Facade Panel Cladding EXT CLADDING - TITAN PANEL Existing 9mm James Hardie Titan panel board cladding laid horizontally on 20mm CLD cavity batten over RAB. 4231HF James Hardie® Facade Panel Cladding NEW CLADDING - TITAN PANEL New James Hardie 9mm Titan board panel, to replace damaged or removed panels. Paint finish to match existing, installed to manufacturers requirements.

4231HF James Hardie® Facade Panel Cladding

42.03

45.04

Existing aluminium framed windows. Refer to original architectural drawings and check on site prior starting work.

4521PR Fletcher Windows & Door Systems Pacific Residential NEW FLETCHER WINDOWS Pacific Residential suite. Aluminium framed and single glazing ranch slider doors. Colour finish to match existing joinery.

4521PR Fletcher Windows & Door Systems Pacific Residential

- 741

4,000

3821

38.15

4231HF James Hardie® Facade Panel Cladding

42.04

2. Do not measure or scale off drawings.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

Enclosure

Structure

3. Read these plans in conjunction with the full set of contract documents.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

4

74.02

4521PR Fletcher Doors and Windows

40

General Notes - Proposed Elevation

1,565

7,700

MODIFY IT WALL DIVIDER STRUCTURE Allow modification of IT wall to create 4-degree fall away from the building. Weld new 100x50 TFC steel beam as noted on sheet A610, with 100x50 rough sawn timber at 400mm centres with shot fired fixings. Refer to Structural Engineer report and specificiton for fixings.

7441MA Marley Rainwater Disposal System

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

74,386 4,000

Partial Demolition

21.09

screws per sheet per purlin to internal purlins and five screws per sheet to top and bottom purlins (i.e. fix every rib).

4311S Steel & Tube Profiled Metal Roofing

NEW W17-1

E

2112

3

EXISTING METAL SHEET Existing Colorsteel corrugated cladding laid horizontally on 20mm cavity over RAB. 4241S Steel & Tube Profiled Metal Wall Cladding NEW METAL SHEET New Steel & Tube Custom Orb® in 0.55mm BMT Colorsteel® Maxx® metal wall cladding, to match existing (which is corrugated metal sheet, cavity fixed over RAB and timber substrate 90x45 H1.2 SG8), laid horizontally. For a maximum design wind load of 1.7kPa SLS and 2.39kPa ULS (Very High Wind Zone) fix the Custom Orb Cladding with four 12g x 55mm Fortress SupaDrive Category 5 screws per sheet per support into supports at max 600mmcrs. Note screws are to penetrate through cavity battens into primary structure by a minimum of 30mm.

4241S Steel & Tube Profiled Metal Wall Cladding

42.09

NEW W22-1

D

1. All works shall comply with the Building Consent documentation.

Site

W23-1 NEW

C

2

38.16

EXISTING

B

N

42.08

to roof framing plan for more information.

NEW ROOF TYPE B New 2/190x45mm H1.2 treated SG8 rafters / purlins @600 crs. Refer to roof framing plan for more information.

Pla ne

76.01

1. Refer elevations for extent of existing exterior cladding and rigid air barrier to be removed and discarded.

2. All exposed timber is to be inspected for decay. remove decayed timber and coat remaining timber with Protim Framesaver to the extent directed by engineer to the contract.

3. Refer elevations for extent of existing window/door joineries are to be removed and discarded.

4. All existing membrane, plywood substrate and timber infill framing to balconies are to be removed and discarded, timber joists are to be inspected for decay, remove decayed timber and coat remaining timber with Protim Framesaver to the extent directed by engineer to the contract.

5. All existing structural steel beams to deck are are to be inspected for damage, remove corrosion and apply protective coating to the extent directed by engineer to the contract.

6. All internal wall linings are to remain unless otherwise indicated or instructed by the engineer to the contract.

7. All existing metal roofing, roofing underlay, timber battens, membrane, plywood substrate and timber infill framing to roof area and internal gutters are to be removed and discarded.

8. All timber roof rafters are to be inspected for decay, remove decayed timber and coat remaining timber with Protim Framesaver to the extent directed by engineer to the contract.

9. All structural steel beams to roof are to be inspected for damage, remove corrosion and apply protective coating to the extent directed by engineer to the contract.

10. All existing downpipes are to be removed and discarded, unless otherwise noted.

11. All internal floor coverings are to remain unless otherwise indicated or instructed by the engineer to the contract.

12. Allow to protect internal wall linings, floor finishes, appliances, fittings, lightings and smoke detectors. Where necessary carefully remove appliances and fittings during the work and reinstate upon completion.

13. Carefully remove exterior bulkhead light fittings within the affected areas and store carefully for reuse.

14. Check all dimensions on site before commencing work.

15. The contractor shall comply with the recommendations of NZS 6803:1999 where they are applicable to the works.

16. All demolition shall be carried out in a careful manner and in accordance with the "Health and Safety at Work Act 2015" L and requirements 17. All demolition work to be carried out in accordance with NZBC,KOSH and local authorities guidelines

Notes

63 0 Rec ess ion

7

Note: Refer to keynotes for scope of works and additional description.

50

0

Property Boundary

21.04

21.10

Demolition works

10

2,500

21.02

21.06

20

40

DEMO JOINERY Ranchslider doors are to be removed, refurbished, and set aside for re-installation. Remove and dispose of windows nominated on the drawings.

2112 Partial Demolition DEMO SOLID BALUSTRADE On selected sections of solid balustrade, remove capping, cladding, rigid air barrier and timber and steel framing to deck framing.

DEMO BALCONY Remove all existing balcony membranes, including around the scupper overflow outlets and dispose. Allow for cleaning and treating of corrosion from structural steel beams beside existing internal gutters

Existing conditions

30

General Notes - Demolition Floor Plan

50

Partial Demolition

21.01

Existing & Demolition Plan Notes

30.20m, 167° 10' 38"

Site

2112

New HomeTech Ventilation ( EFN200/VS3004 Mechanical Extract Vent) to be installed to HomeTeck design and specification.

7612HE Hometech™ Mechanical Extract Systems

DEMO ROOF MEMBRANE/SUBSTRATE Remove roof membrane and plywood substrate and any infill blocking and dispose. Where roof is adjacent and intertenancy wall, remove and dispose existing lower wall cladding and selected windows to allow for installation of new roof cladding, roof underlay and structure.

DEMO ROOF INTERNAL GUTTER Remove internal gutter substrate and membrane, allowing for cleaning of any corrosion on structural steel members.

EXT/DEMO ROOF DP/RWH Where affected, remove and discard existing down-pipe and rain water heads.

6,459 c.o.s.

Date published: Wednesday, 5 September 2018

2

21.05

50

40

50

Notes

phase Building Consent

sheet size A1 title

Existing & Demo, Level 5 Plan

phase Building Consent

Proposed - Block E & F, North Elevation

p. 21

job no.

job no.

HNZ-W-1514B

HNZ-W-1514B

sheet no.

revision

A116

F

1 A125

Block F, North Elevation Scale 1:50

4 A125

Block E, North Elevation Scale 1:50

sheet no.

revision

A209

E

10

VH M

5 1

H

4

6.

7.

8.

9.

A A305

20

38.15

3821

Timber Framing

38.01

1. All works shall comply with the Building Consent documentation.

38.07

EXT WALL FRAMING Existing timber wall framing not in scope of work to remain.

3821 Timber Framing NEW WALL FRAMING EXTENSION New 90x45mm at 400mm centres H1.2 treated SG8 timber wall framing extension as required to suit new roof layout.

- New studs to be fixed with 2/90x3.15 skew nails + 2 wire dogs per stud to both the top and bottom plates for fixings.

- New top plate to be fixed to new rafters / outriggers with

2. Do not measure or scale off drawings.

NEW WALL FRAMING EXTENSION NEW CLADDING - TITAN PANEL 353

1 A629

EXT CLADDING - TITAN PANEL

38.15 43.01

NEW ROOF TYPE A NEW METAL ROOFING

42.04

NEW CLADDING - TITAN PANEL 1 sim A629

866

42.03

1 A633

38.15 43.01

NEW ROOF TYPE A NEW METAL ROOFING

38.07 42.04

NEW WALL FRAMING EXTENSION NEW CLADDING - TITAN PANEL

74.03

NEW DOWN PIPE RP80

+ 92

EXISTING

B

e Plan ssion 0 ece 71 R

38.07 42.04

A307

NEW CLADDING - TITAN PANEL

+ 399

NEW DOWN PIPE RP80

EXIST-REINSTATE (ED 21-1)

1 sim A662

48.54

NEW BALUSTRADE

74.02

NEW BALCONY GUTTER

+ 340

EXIST-REINSTATE (ED 22-1)

38.15 43.01

NEW ROOF TYPE A NEW METAL ROOFING

42.04

NEW CLADDING - TITAN PANEL

EXISTING

0 10

Cladding 2 - exist/replacement sheet panel, James Hardie Titan board, painted (check photos for color)

EXIST-REINSTATE (ED 23-1)

NEW BALCONY GUTTER New Marley UPVC Typhoon spouting system, halfround at

Proposed Works (+ or - in measurements denotes either increase or decrease respectively)

+/- ##.##

38.15 43.01

48.54

NEW BALUSTRADE

74.02

NEW BALCONY GUTTER

1 sim A650

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

EXISTING

38.07 42.03

EXISTING

EXISTING

NEW WALL FRAMING EXTENSION EXT CLADDING - TITAN PANEL

Existing roof structure to be demolished to allow new roof layout, shown dashed

NEW EXTRACT FAN - GLASS Original Ground line

Max Bu ilding Hei ght 9.0m

1 A633

+ 10

1 A651

NEW ROOF TYPE A NEW METAL ROOFING

38.07 42.09

NEW WALL FRAMING EXTENSION NEW METAL SHEET

74.03

NEW DOWN PIPE RP80

38.01 42.09

EXT WALL FRAMING NEW METAL SHEET

38.15 43.01

NEW ROOF TYPE A NEW METAL ROOFING

1 A634 38.07 42.04

NEW WALL FRAMING EXTENSION NEW CLADDING - TITAN PANEL

38.01 42.04

EXT WALL FRAMING NEW CLADDING - TITAN PANEL

38.15 43.01

NEW ROOF TYPE A NEW METAL ROOFING

74.10

NEW DOWN PIPE 110MM

38.01 42.03

EXT WALL FRAMING EXT CLADDING - TITAN PANEL

+47,980 8 Level 7

1 A628 1 A627

1 A632

38.07 42.09

NEW WALL FRAMING EXTENSION NEW METAL SHEET

74.03

NEW DOWN PIPE RP80

38.01 42.08

EXT WALL FRAMING EXISTING METAL SHEET

+45,320 7 Level 6

B

- 386

A307

Pl an e

Unit 22

38.15 43.01

NEW ROOF TYPE A NEW METAL ROOFING

1 A624 Existing roof structure to be demolished to allow new roof layout, shown dashed

Unit 21 685 + 212

45 0 Re ce ss ion

Unit 23

2,500

1 A628

Unit 20

1 sim A403

+42,660 6 Level 5

38.07 42.04

NEW WALL FRAMING EXTENSION NEW CLADDING - TITAN PANEL

34.20

PROFRAME DECK FRAMING SYSTEM

38.09 48.54

NEW SOLID BALUSTRADE CAPPING NEW BALUSTRADE

48.57

NEW BALUSTRADE

74.02

NEW BALCONY GUTTER

+40,000 5 Level 4

RL = +39,680

Block F Rear Elevation

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue description

e an Pl ion ss ce Re

E D C B A rev

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 date

Key & Legend

Property Boundary

0

45

2,500

1 A658

RL = +33,000

+37,340 4 Level 3

E D C B A rev

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue description

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 date

Scale 1:50

Notes 3

Structure

3821

Timber Framing

38.07

NEW WALL FRAMING EXTENSION New 90x45mm at 400mm centres H1.2 treated SG8 timber wall framing extension as required to suit new roof layout.

- New studs to be fixed with 2/90x3.15 skew nails + 2 wire dogs per stud to both the top and bottom plates for fixings.

- New top plate to be fixed to new rafters / outriggers with 2/90x3.15 Skew Nails + 2 wire dogs.

- New bottom plate to be fixed to existing top plate with with bolts M16@600 crs.

3821 Timber Framing NEW SOLID BALUSTRADE CAPPING New 0.55 BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated

p. 22

38.15

4

ply packer laid to 5 deg. fall. min. Refer to detail 3/A635 for capping junction details.

NEW ROOF TYPE A New 190x45mm H1.2 treated SG8 rafters @600 crs. Refer to roof framing plan for more information.

4311S 43.01

Enclosure

4231HF James Hardie® Facade Panel Cladding 42.03

42.04

4231HF James Hardie® Facade Panel Cladding EXT CLADDING - TITAN PANEL Existing 9mm James Hardie Titan panel board cladding laid horizontally on 20mm CLD cavity batten over RAB. 4231HF James Hardie® Facade Panel Cladding NEW CLADDING - TITAN PANEL New James Hardie 9mm Titan board panel, to replace damaged or removed panels. Paint finish to match existing, installed to manufacturers requirements.

4231HF James Hardie® Facade Panel Cladding

Steel & Tube Profiled Metal Roofing 4311S Steel & Tube Profiled Metal Roofing NEW METAL ROOFING New Steel & Tube Trimline® in 0.55mm BMT Colorsteel® Endura® metal roof cladding, long-run trapezoidal profile installed at a 4 degree roofpitch, on on 90x45 H1.2 treated purlins @ 900crs. For a maximum design wind load of 1.7kPa SLS and 2.39kPa ULS (Very High wind zone), fix roof with: three 12g x 65mm Fortress SupaDrive category 5 screws per sheet per purlin to internal purlins and five screws per sheet to top and bottom purlins (i.e. fix every rib).

4311S Steel & Tube Profiled Metal Roofing

4851

Exterior Handrails and Timber Balustrades

48.54

NEW BALUSTRADE Spectrum Clearspan Vista balustrade system with perforated metal sheet infill, side fixed new hand-rail from Spectrum with same profiles as Clearspan Vista. Colour tbc by client.

7

Services

7441MA Marley Rainwater Disposal System 74.02

74.03

74.10

NEW BALCONY GUTTER New Marley UPVC Typhoon spouting system, halfround at 133mm size. Fixed with external fixed bracket at manufacturer's installation instructions at specified centres.

Fix brackets through 6mm nylon shims to form continuous overflow gap 7411MA Marley Rainwater Disposal System NEW DOWN PIPE RP80 New Marley RP80 uPVC 80mm Ø round down pipes, with stand-off fixings as per manufacturers recommendations.

Paint finish white, or to match existing.

7411MA Marley Rainwater Disposal System NEW DOWN PIPE 110MM New Marley uPVC MAGNUM downpipe, 110mm round, fixed with stand-off bracket type. Painted to match existing.

Marley Rainwater Disposal System

7612HE Hometech™ Mechanical Extract Systems 76.02

Cladding 1 - exist/replacement corrugated metal, painted (check site photos for color)

7612HE Hometech™ Mechanical Extract Systems NEW EXTRACT FAN - GLASS New HomeTech Ventilation ( GX6GS1/2 Window Fan with Gravity Shutter) to be installed to Xpelair installation manual and specification.

Note: Existing glass panel to be checked on site prior to installation, minimum glass thickness 4mm.

7612HE Hometech™ Mechanical Extract Systems

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

Cladding 2 - exist/replacement sheet panel, James Hardie Titan board, painted (check photos for color)

+/- ##.##

Proposed Works (+ or - in measurements denotes either increase or decrease respectively)

+34,680 3 Level 2

project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

RL = +33,000 sheet size A1 title

Maximum building height, 9.0m

Original ground line

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH

2,500

Existing building (outline shown dashed)

38.09

3. Read these plans in conjunction with the full set of contract documents.

NEW DOWN PIPE 110MM

999

1

2. Do not measure or scale off drawings.

7441MA Marley Rainwater Disposal System

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

2 sim A661

2 sim A664

EXISTING

A125

1. All works shall comply with the Building Consent documentation.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

1 A624

Property Boundary

Cladding 1 - exist/replacement corrugated metal, painted (check site photos for color)

Original ground line

RL = +41,000

76.02

Existing building (outline shown dashed)

e an Pl ion ss ce Re

1 A655

1 A633

1 A650 EXISTING

0

Key & Legend

Services

74.02

10

0

1 A650

42.03

7

20

45

NEW DOWN PIPE 110MM

42.09

4231HF James Hardie® Facade Panel Cladding EXT CLADDING - TITAN PANEL

4241S Steel & Tube Profiled Metal Wall Cladding EXISTING METAL SHEET Existing Colorsteel corrugated cladding laid horizontally on 20mm cavity over RAB. 4241S Steel & Tube Profiled Metal Wall Cladding NEW METAL SHEET New Steel & Tube Custom Orb® in 0.55mm BMT Colorsteel® Maxx® metal wall cladding, to match existing (which is corrugated metal sheet, cavity fixed over RAB and timber substrate 90x45 H1.2 SG8), laid horizontally.

48.57

74.03

30

Existing building (shown dashed)

1 A604

38.09 NEW SOLID BALUSTRADE CAPPING 48.54 NEW BALUSTRADE

Enclosure

4231HF James Hardie® Facade Panel Cladding

Steel & Tube Profiled Metal Roofing 4311S Steel & Tube Profiled Metal Roofing NEW METAL ROOFING New Steel & Tube Trimline® in 0.55mm BMT Colorsteel® Endura® metal roof cladding, long-run trapezoidal profile installed at a 4 degree roofpitch, on on 90x45 H1.2 treated purlins @ 900crs. For a maximum design wind load of 1.7kPa SLS and 2.39kPa ULS (HIGH wind zone), fix roof with: three 12g x 65mm Fortress SupaDrive category 5 screws per sheet per purlin to internal purlins and five screws per sheet to top and bottom purlins (i.e. fix every rib).

4311S Steel & Tube Profiled Metal Roofing

43.01

NEW BALUSTRADE Spectrum Clearspan Vista balustrade system with perforated metal sheet infill, side fixed new hand-rail from Spectrum with same profiles as Clearspan Vista. Colour tbc by client.

NEW BALUSTRADE Spectrum Clearspan VISTA 50x50mm steel post, 3mm thick square profile at 800mm centres. Side fixed to deck framing system as specified by manufacturer's engineering design.

40

A305

1 A604

1 A629

4

4311S

48.54

133mm size. Fixed with external fixed bracket at manufacturer's installation instructions at specified centres.

Fix brackets through 6mm nylon shims to form continuous overflow gap 7411MA Marley Rainwater Disposal System NEW DOWN PIPE New Marley UPVC 80Ø round down pipes, fixings as per manufacturers recommendations.

7411MA Marley Rainwater Disposal System

Maximum building height, 9.0m

1 A604

1 A651

Existing building (shown dashed)

2 sim A664

42.08

Steel & Tube Profiled Metal Wall Cladding

Exterior Handrails and Timber Balustrades

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

2,500

NEW ROOF TYPE A NEW METAL ROOFING

74.03

4241S

4851

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

74.10 lding Max Bui 0m 9.

Height

3821 Timber Framing NEW SOLID BALUSTRADE CAPPING Timber build up for existing solid balustrade to 1100mm min. height. 90x45 H3.2 timber framing.

NEW ROOF TYPE A New 190x45mm H1.2 treated SG8 rafters @600 crs. Refer to roof framing plan for more information.

For a maximum design wind load of 1.7kPa SLS and 2.39kPa ULS, fix the Custom Orb Cladding with four 12g x 55mm Fortress SupaDrive Category 5 screws per sheet per support into supports at max 600mmcrs. Note screws are to penetrate through cavity battens into primary structure by a minimum of 30mm.

4241S Steel & Tube Profiled Metal Wall Cladding

A EXISTING

1 sim A629

2,757

74.10

38.09

PROFRAME DECK FRAMING SYSTEM Proframe 70x45 aluminium framing system. Refer to manufacturer instructions for installation details.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

597

38.15 43.01

Structural Steelwork

34.20

3. Read these plans in conjunction with the full set of contract documents.

Total Score: 16 Selected Claddings: 1. Fibre cement sheet jointed finish over nominal 20mm drained cavity 2. Horizontal corrugated profile metal over nominal 20mm drained cavity

42.04

10

0

Max Building Height 9.0m

Structure

3411

71 0 R eces sion Plan e

1 4 1

42.04

Existing 9mm James Hardie Titan panel board cladding laid horizontally on 20mm CLD cavity batten over RAB. 4231HF James Hardie® Facade Panel Cladding NEW CLADDING - TITAN PANEL New James Hardie 9mm Titan board panel, to replace damaged or removed panels. Paint finish to match existing, installed to manufacturers requirements.

4231HF James Hardie® Facade Panel Cladding

+ 199

M VH M

3

2/90x3.15 Skew Nails + 2 wire dogs.

- New bottom plate to be fixed to existing top plate with with bolts M16@600 crs.

Property Boundary

High More than 2 Storeys Partly exposed (e.g. hip and gable roof with no eaves) 100mm - 450mm wide Moderately complex shape with no more than 2 cladding types.

Enclosed deck exposed in plan at first floor level

Score

Property Boundary

Wind Zone Number of Storeys Roof/Wall Intersection Design Eaves Width Envelope Complexity Deck Design

Risk

+ 216

Description

30

5.

Risk Factor

40

3.

4.

New James Hardie 9mm thick Titan board cladding on 20mm drained cavity over RAB to match existing.

New 0.55 BMT Colorsteel Endura corrugated cladding laid horizontally on 20mm drained cavity over RAB with new paint finish to match existing.

New paint finish to all new Titan cladding and existing Titan cladding to remain.

All new joinery to be new Powdercoated Aluminium single-glazed "Fletcher Pacific Residential Suite joinery units", unless otherwise noted.

Install new 0.55 BMT Colorsteel Endura trapezoidal roofing on new Thermakraft Covertek 407 roofing underlay over new timber purlins.

All new downpipes to be 80 - 110Ø Marley uPVC. Allow downpipe relocation to suit new deck and roof layouts, all new downpipes to be connected to existing SW pipe.

Re instate outdoor surface mounted bulkhead light fittings over new cladding on completion. Allow to install new wiring as required.

Refer to electrical engineer for emergency lighting layout.

Check all dimensions on site before commencing work.

Notes

50

1.

2.

50

0

20

20

30

30

40

40

50

50

General Notes - Proposed Elevation

phase Building Consent

sheet size A1

+32,020 2 Level 1

Proposed - Block F Rear Elevation

title

phase Building Consent

Proposed - Section H, Block F

p. 23

job no.

job no.

HNZ-W-1514B

HNZ-W-1514B

sheet no.

revision

A224

E

1 A125

Section H Scale 1:50

sheet no.

revision

A315

E

20

10

40

50

0

30

20

10

0

10

NEW ROOF PURLINS

30

12g X 65mm screw fixing with EPDM washers @600 crs.

NEW ROOFING UNDERLAY

48.21

NEW BARGE FLASHING

74.09

PROMAT PROMATECT H

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

300mm cantilever

2 Crests min.

48.22

NEW VERGE FLASHING

Existing wall framinh to be cut down to allow new roof layout, shown dashed.

74.07

PROMAT PROMASEAL A

74.09

PROMAT PROMATECT H

74.06

PROMAT FYRESTRIP

New 140x45 H3.2 treated SG8 timber plate to support fascia board, fixed with M12 bolts @ 600 crs. to end rafter.

42.06

70mm min. cover New R2.5 / 90mm GreenStuf® wall insulation - polyester fibre thermal insulation.

New 2/140x45mm H1.2 treated SG8 rafters / purlins extended to forme new overhang.

NEW SOFFIT LINING

41.12

NEW FLASHING TAPE

Buildex Roofzips fixing with EPDM washers @600 crs.

48.23

NEW SOFFIT FLASHING

120

4. Where timber plates are used to form gable overhang, new 45x190@600 blocking is required to the next parallel rafter, blocking to be fixed to rafters and timber plates with joist hangers.

42.05

New FRR external wall (JHETRR30)

NEW AXENT FASCIA

New 140x45mm H1.2 treated SG8 timber flying rafter fixed with joist hangers to new rafters / purlins, MiTek Lumberlock hangers or similar.

50mm min. cover

120mm to match metal cladding

New FRR external wall (JHETGR30a)

NEW SOFFIT LINING

41.12

NEW FLASHING TAPE

38.07

NEW WALL FRAMING EXTENSION

42.03 67.01

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

41.12

NEW FLASHING TAPE

42.13

NEW VENT STRIP

48.24

NEW APRON FLASHING

43.01

NEW METAL ROOFING

41.01

NEW ROOFING UNDERLAY

38.04

NEW ROOF PURLINS

1. All works shall comply with the Building Consent documentation.

2. Do not measure or scale off drawings.

3. Read these plans in conjunction with the full set of contract documents.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

1. New rafters to be fixed to top plate with 2/90x3.15 Skew Nails + 2 wire dogs.

2. New 90x45@900 H1.2 treated SG8 on flat timber purlins required for roof Type A. 3. New purlins to be fixed directly to rafters with 1/10g selfdrilling screw, 80mm long.

4. Where timber plates are used to form gable overhang, new 45x190@600 blocking is required to the next parallel rafter, blocking to be fixed to rafters and timber plates with joist hangers.

New 90x45mm H1.2 treated SG8 timber top plate to support new roof structure.

New rafters to be fixed to top plate with 2/90x3.15 Skew Nails + 2 wire dogs.

5. Install new roof bracing, refer to Structural Engineer drawings sheet ST101 for more information.

6. Flying rafters to be fixed with joist hanger new outriggers or cantilevered rafters, MiTek Lumberlok hangers or similar.

50

7. Refer to Structural Engineer drawings sheet ST100 for roof framing plans for more information.

7. Refer to Structural Engineer drawings sheet ST100 for roof framing plans for more information.

8. Refer to Structural Engineer drawings sheet ST200 & ST201 for typical roof sections for more information.

42.04 67.01

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Apply continuous Sikaflex-11FC Polyurethane adhesive sealant between panel and batten

10. Refer to Structural Engineer drawings for all structural elements (roof framing size/centres, wall framing size/centres and structural fixing).

New 90x45 H1.2 treated SG8 @400 crs. raking timber framing wall as required for new roof layout. New bottom plate to be bolted to existing top plate and steel channel with M16@600 crs.

Buildex Roofzips fixing with EPDM washers @600 crs.

Provide 45x45x12mm H3.2 treated timber packer, cut to suit at fixing points.

48.23

NEW RIGID AIR BARRIER

General Notes - Roof Framing Plan

NEW FLASHING TAPE

New James Hardie Mineral Insulation.

Density - 60kg/m3, 90mm thick.

6. Flying rafters to be fixed with joist hanger new outriggers or cantilevered rafters, MiTek Lumberlok hangers or similar.

9. Refer to Structural Engineer drawings sheet ST300 ST303 for roof details for more information.

42.05

41.12

Existing rigid air barrier to remain.

5. Install new roof bracing, refer to Structural Engineer drawings sheet ST101 for more information.

140

190

42.06

New 90x45mm H1.2 treated SG8 timber top plate to support new roof structure.

New rafters to be fixed to top plate with 2/90x3.15 Skew Nails + 2 wire dogs.

50mm min. cover

50

3. New purlins to be fixed directly to rafters with 1/10g selfdrilling screw, 80mm long.

New 2/140x45mm H1.2 treated SG8 timber blocking between new rafters. Blocking to fixed to new rafters and top plate with 2/90x3.15 skew nails per rafter.

2 Crests min.

NEW AXENT FASCIA

2. New 90x45@900 H1.2 treated SG8 on flat timber purlins required for roof Type A.

New 13mm GIB Fyreline

41.10

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

General Notes - Roof Framing Plan

PROMAT PROMASEAL A

New 190x45 H1.2 treated SG8 timber plates to support flashing upstand.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

1. New rafters to be fixed to top plate with 2/90x3.15 Skew Nails + 2 wire dogs.

74.07

150

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

15

12g X 65mm screw fixing with EPDM washers @600 crs.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

42.10

NEW CLD CAVITY BATTENS

41.10

NEW RIGID AIR BARRIER

38.07

NEW WALL FRAMING EXTENSION

21.15

MODIFY WING WALL

120

PROMAT FYRESTRIP

NEW ROOFING UNDERLAY

NEW CLD CAVITY BATTENS

50

New 2/190x45mm H1.2 treated SG8 rafters / purlins.

74.06

NEW METAL ROOFING

41.01

100

68mm cover

2. Do not measure or scale off drawings.

3. Read these plans in conjunction with the full set of contract documents.

43.01

42.10

Apply continuous Sikaflex-11FC Polyurethane adhesive sealant between panel and batten

1. All works shall comply with the Building Consent documentation.

Existing roof structure to be demolished to allow new roof layout, shown dashed.

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

40

41.01

50

40

2 Crests min.

42.04 67.01

20

NEW METAL ROOFING

38.04

30

43.01

50

20

10

0

30

0

40

50

42.05

NEW SOFFIT LINING

8. Refer to Structural Engineer drawings sheet ST200 & ST201 for typical roof sections for more information.

41.12

NEW FLASHING TAPE

9. Refer to Structural Engineer drawings sheet ST300 ST303 for roof details for more information.

Buildex Roofzips fixing with EPDM washers @600 crs.

48.23

NEW SOFFIT FLASHING

42.04 67.01

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

10. Refer to Structural Engineer drawings for all structural elements (roof framing size/centres, wall framing size/centres and structural fixing).

NEW SOFFIT FLASHING

New 90x45 H1.2 treated SG8 @400 crs. raking timber framing wall as required for new roof layout. New bottom plate to be bolted to existing top plate with M16@600 crs.

Apply continuous Sikaflex-11FC Polyurethane adhesive sealant between panel and batten

NEW ROOF INSULATION

51.04

NEW CEILING LINING

74.07

PROMAT PROMASEAL A

38.16

NEW ROOF TYPE B

38.05

NEW TIMBER NOG

42.03 67.01

Existing wall lining to be removed to allow new bottom plate fixing, install new GIB lining to match existing with new paint finish to level 4 finish, make good with existing.

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

42.10

NEW CLD CAVITY BATTENS

41.10

NEW RIGID AIR BARRIER

E D C B A rev

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 60% Detail Design Issue 30% Detail Design Issue description

1 A314

p. 24

Roof Barge Detail (Type B Roof) - Titan Panel Scale 1:2

Note: 1. Location of existing horizontal joint shown indicative only.

2. Location of existing joints to be checked on site.

3. Extend of existing cladding to be replaced to be confirmed on site as directed by the engineer to the contract.

EXISTING WALL FRAMING

EXISTING / NEW WALL INSULATION

Existing Aluminium 'T' socket to remain.

project

Note: 1. Location of existing horizontal joint shown indicative only.

2. Location of existing joints to be checked on site.

3. Extend of existing cladding to be replaced to be confirmed on site as directed by the engineer to the contract.

EXISTING / NEW WALL LINING

Existing Aluminium 'T' socket to remain.

Potala Villas Partial Remediation 25 Daniell Street, Newtown Existing ridged air barrier to remain.

Housing New Zealand

Existing ridged air barrier to remain.

Existing cavity battens to remain.

sheet size A1

42.03 67.01

title

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

phase Building Consent

Existing Aluminium 'T' socket to remain.

Existing FRR external wall (JHETRR30)

47.01

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH

client

51.01

5/09/2018 1/08/2018 25/07/2018 26/06/2018 2/05/2018 date

Existing 100x50 TFC to remain

Existing FRR external wall (JHETGR30a)

38.11

42.04 67.01

NEW CLD CAVITY BATTENS

41.10

NEW RIGID AIR BARRIER

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Existing FRR external wall (JHETRR30)

47.03

42.10

42.03 67.01

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Note: 1. Location of existing horizontal joint shown indicative only.

2. Location of existing joints to be checked on site.

3. Extend of existing cladding to be replaced to be confirmed on site as directed by the engineer to the contract.

Existing Aluminium 'T' socket to remain.

Existing Aluminium 'T' socket to remain.

42.03 67.01

42.03 67.01

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Existing rigid air barrier to remain.

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

D C B A rev

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue description

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

Existing rigid air barrier to remain.

Existing ridged air barrier to remain.

sheet size A1 title

Roof Details - Sheet 2

phase Building Consent

Roof Details - Sheet 22

p. 25

job no.

job no.

HNZ-W-1514B

HNZ-W-1514B

sheet no.

revision

A621

E

1 A221

Roof Barge Detail / Wing Wall Extension Scale 1:2

5/09/2018 1/08/2018 25/07/2018 11/07/2018 date

2 A414

Roof Apron Detail / Wing Wall Scale 1:2

sheet no.

revision

A640

D

20

10

48.21

NEW FLASHING TAPE

m 20m

48.22

42.14 48.24

NEW VERGE FLASHING

.s. c.o 100

n. mi sts e r 2c

200

mm

min

NEW APRON FLASHING

Provide 2 / 25mm strip of sealant with pop rivets

2

200

mm

min

5. Install new roof bracing, refer to Structural Engineer drawings sheet ST101 for more information.

New 1.6mm Powdercoated Aluminium folded and welded saddle flashing

6. Flying rafters to be fixed with joist hanger new outriggers or cantilevered rafters, MiTek Lumberlok hangers or similar.

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

48.21

NEW BARGE FLASHING

43.01

NEW METAL ROOFING

c .o .s

es 2 cr 35

Plan View 43.01

NEW METAL ROOFING 43.01 D C B A rev

42.06 1.6mm Powdercoated Aluminium purpose made folded and welded kick out flashing

End View

48.21

50x50mm upvc corner flashing behind fascia board and cladding

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue description

5/09/2018 1/08/2018 25/07/2018 11/07/2018 date

200

NEW METAL ROOFING

Note: Roofing profile type shown indicative only

RO

mm

min

.

200

mm

min

20mm gap maintained at edge of flashing turn down

NEW ROOF GUTTER

74.01

p. 26 Scale N.T.S.

7. Refer to Structural Engineer drawings sheet ST100 for roof framing plans for more information.

NEW RIGID AIR BARRIER

38.03

NEW TIMBER CAVITY BATTENS

41.12

NEW FLASHING TAPE

NEW FLASHING TAPE

2 cr

New 1.6mm Powdercoated Aluminium folded and welded divertor saddle flashing

ROO

New 0.55mm B.M.T. Colorsteel Endura barge flashing to be installed over saddle flashing with 200mm min. lapping

L F FA

L

New 0.55mm B.M.T. Colorsteel Endura apron flashing to be installed under saddle flashing with 200mm min. lapping

ests

m in

.

43.01

STS

FA

LL

mm 2 0 0 . la p min

D C B A rev

MIN

mm 2 0 0 . la p min

100mm upvc hemmed flashing behind kickout diverter taken down to to base of cladding

50x50mm upvc corner flashing behind barge board and cladding

NEW METAL ROOFING

Note: Roofing profile type shown indicative only

.

RE

9. Refer to Structural Engineer drawings sheet ST300 ST303 for roof details for more information.

41.10

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue description

Provide 2 / 25mm strip of sealant with pop rivets

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

100mm upvc hemmed flashing behind kickout diverter taken down to to base of cladding

Housing New Zealand

5/09/2018 1/08/2018 25/07/2018 11/07/2018 date

LL F FA

50x50mm upvc corner flashing behind barge board and cladding OF

Potala Villas Partial Remediation 25 Daniell Street, Newtown

sheet size A1 title

Roof Apron Kickout Detail - 3D View

.

Note: Roofing profile type shown indicative only

100mm upvc hemmed flashing behind kickout diverter taken down to to base of cladding

1

6. Flying rafters to be fixed with joist hanger new outriggers or cantilevered rafters, MiTek Lumberlok hangers or similar. m in

Note: Cladding and cavity closer not shown for clarity

flashing folded around barge board client

ests

8. Refer to Structural Engineer drawings sheet ST200 & ST201 for typical roof sections for more information.

ROO

project

NEW METAL ROOFING

5. Install new roof bracing, refer to Structural Engineer drawings sheet ST101 for more information.

NEW TIMBER CAVITY BATTENS

New 0.55mm B.M.T. Colorsteel Endura barge flashing to be installed under saddle flashing with 200mm min. lapping

2C

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH

43.01

mm 650

NEW RIGID AIR BARRIER

Note: Roof framing not shown for clarity

NEW BARGE FLASHING

20mm gap between cladding and gutter end

A125

450

10. Refer to Structural Engineer drawings for all structural elements (roof framing size/centres, wall framing size/centres and structural fixing).

New 1.6mm Powdercoated Aluminium folded and welded saddle flashing

NEW AXENT FASCIA

20mm turn down formed at end of barge flashing

74.01

.

New 0.55mm B.M.T. Colorsteel Endura apron flashing to be installed under saddle flashing with 200mm min. lapping

.

New 0.55mm B.M.T. Colorsteel Endura apron flashing to be installed over saddle flashing with 200mm min. lapping

LL

Continuous Sikaflex AT sealant at corners

in ts m

3. New purlins to be fixed directly to rafters with 1/10g selfdrilling screw, 80mm long.

4. Where timber plates are used to form gable overhang, new 45x190@600 blocking is required to the next parallel rafter, blocking to be fixed to rafters and timber plates with joist hangers.

Note: Cladding and cavity closer not shown for clarity

Fold flashing as per End View

2. New 90x45@900 H1.2 treated SG8 on flat timber purlins required for roof Type A.

200

100mm upvc hemmed flashing behind kickout diverter taken down to to base of cladding

41.10

1. New rafters to be fixed to top plate with 2/90x3.15 Skew Nails + 2 wire dogs.

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

2 cr

Provide 2 / 25mm strip of sealant with pop rivets

41.12

NEW BARGE FLASHING

.

m 50m

50x50mm upvc corner flashing behind barge board and cladding

38.03

48.21

m in

New 0.55mm B.M.T. Colorsteel Endura barge flashing to be installed under saddle flashing with 200mm min. lapping

New fascia board under metal flashing shown dashed

NEW METAL ROOFING

ests

.

New 1.6mm Powdercoated Aluminium folded and welded saddle flashing

45 0m m

New 1.6mm Powdercoated Aluminium folded and welded divertor saddle flashing 2 cr

mm 400

10. Refer to Structural Engineer drawings for all structural elements (roof framing size/centres, wall framing size/centres and structural fixing).

Scale N.T.S.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

.s.

General Notes - Roof Framing Plan

.

9. Refer to Structural Engineer drawings sheet ST300 ST303 for roof details for more information.

Roof Verge / Barge Saddle Flashing Detail - 3D View

. min mm g 200 appin l

FA

.s.

60 mm

Note: Roofing profile type shown indicative only

OF

20 30 40 50

150mm

c.o

General Notes - Roof Framing Plan

8. Refer to Structural Engineer drawings sheet ST200 & ST201 for typical roof sections for more information.

43.01

RO

60 mm c.o

7. Refer to Structural Engineer drawings sheet ST100 for roof framing plans for more information.

NEW CLOSURE STRIP

A125

2 cr e min sts .

Wet side of cavity

Wet side of cavity

mm 60

4. Where timber plates are used to form gable overhang, new 45x190@600 blocking is required to the next parallel rafter, blocking to be fixed to rafters and timber plates with joist hangers.

.

MIN

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

Dry side of cavity

150mm

41.12

Dry side of cavity Dry side of cavity

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

3. New purlins to be fixed directly to rafters with 1/10g selfdrilling screw, 80mm long.

Note: Cladding not shown for clarity

NEW TIMBER CAVITY BATTENS

New 0.55mm B.M.T. Colorsteel Endura apron flashing to be installed over saddle flashing with 200mm min. lapping

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

2. New 90x45@900 H1.2 treated SG8 on flat timber purlins required for roof Type A.

fa ll

38.03

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

1. New rafters to be fixed to top plate with 2/90x3.15 Skew Nails + 2 wire dogs.

200 MIN. COV ER fa ll

NEW RIGID AIR BARRIER

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

NEW METAL ROOFING

Note: Roofing profile type shown indicative only

41.10

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

50mm

43.01

1.6mm Powdercoated Aluminium purpose made folded and welded saddle flashing

NEW BARGE FLASHING

2. Do not measure or scale off drawings.

3. Read these plans in conjunction with the full set of contract documents.

200mm

LA P

2. Do not measure or scale off drawings.

80

20 0m m

i n.

1. All works shall comply with the Building Consent documentation.

93

C.O

.

150

.S.

200m mm in.

0

3. Read these plans in conjunction with the full set of contract documents.

150mm

100mm

Provide 2 / 25mm strip of sealant with pop rivets

50mm

400

m mm

c .o .s

1. All works shall comply with the Building Consent documentation.

2 cr e min sts .

10

10

10 20 50

F a ll

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

20

New 0.55mm B.M.T. Colorsteel Endura barge flashing to be installed over saddle flashing with 200mm min. lapping

40

1.6mm Powdercoated Aluminium purpose made folded and welded kickout flashing, 200mm min. lapping under apron flashing.

150mm

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

400m mm in.

30

30

ts res in.

2c mm m 200

40

50

0 0

30

0

40

50

1.6mm Powdercoated Aluminium purpose made folded and welded saddle flashing

phase Building Consent

sheet size A1 title

Roof Details - Sheet 23

NEW ROOF GUTTER

3D View job no.

3 A125

Roof Barge Stop End Flashing Scale N.T.S.

HNZ-W-1514B

1 A126

Roof Barge / Apron Saddle Flashing Detail - 3D View Scale N.T.S.

2 A125

Roof Barge / Apron Diverter Flashing Detail - 3D View Scale N.T.S.

job no.

phase Building Consent

Roof Details - Sheet 24

p. 27

HNZ-W-1514B

sheet no.

revision

sheet no.

revision

A641

D

A642

D

20mm min. gap

48.60

PROJACK

34.20

PROFRAME DECK FRAMING SYSTEM

34.21

PROFRAME ANGLE BRACKETS

12mm min. gap

41.10

NEW RIGID AIR BARRIER NEW CLD CAVITY BATTENS

42.04 67.01

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

38.13

EXISTING DECK FRAMING

47.02

EXISTING / NEW CEILING INSULATION

51.03

EXISTING / NEW CEILING LINING

51.03

EXISTING / NEW CEILING LINING

38.13

EXISTING DECK FRAMING

34.04

EXT STEEL - FLOOR FRAMING

5 15 45.08

34.04

Existing joinery to remain in place

1 A306

Typ. Membrane Edge & Balustrade Fixing Detail / Existing Steel Beam Scale 1:2

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

42.10

NEW CLD CAVITY BATTENS

41.10

NEW RIGID AIR BARRIER

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

41.11

NEW HORIZONTAL FLASHING

NEW FLASHING TAPE

42.13

NEW VENT STRIP

42.03 67.01

EXT CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

38.01

EXT WALL FRAMING

Typ. Membrane Deck to Joinery Detail Scale 1:2

phase Building Consent

EXISTING DECK FRAMING

51.03

EXISTING / NEW CEILING LINING

47.02

EXISTING / NEW CEILING INSULATION

47.01

New H1.2 treated SG8 timber furrings cut to suit 2° fall over existing deck joists.

160

10 20 40 50

120mm 2 crersts min.

45 140

New Plywood packer as a separation between new steel post and membrane.

New 8mm steel plate fully welded to SHS fixed with 4/ M12x150 coach screws to timber beam and deck boundary joists.

75

40

EQ

EQ

new 140x45 H1.2 treated SG8 timber blocking between existing joists to support SHS base plate.

41.11

NEW HORIZONTAL FLASHING

41.12

NEW FLASHING TAPE

F42.13 Stage 1NEW BuildingVENT Consent STRIP E Pricing Issue - August 2018 D 100% Detail Design Issue C 90% Detail Design Issue B 60% Detail Design Issue A 30% Detail Design Issue rev description

revision

F

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 2/05/2018 date

Existing flashing to remain with new paint finish.

P:+64 9 912 2550 F:+64 9 912 2551 Existing ridged air barrier to remain.

Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial

42.03Remediation EXT CLADDING - TITAN PANEL 67.0125 NEW EXTERNAL Daniell Street, PAINT FINISH

38.13

EXISTING DECK FRAMING

38.01

Existing timber beam

51.01

51.03

EXISTING / NEW CEILING LINING

EXISTING / NEW WALL INSULATION

47.02

EXISTING / NEW CEILING INSULATION

EXISTING / NEW WALL LINING

New H1.2 treated SG8 timber furrings cut to suit 2° fall over existing deck joists.

51.05

EXISTING / NEW SCOTIA TRIM

title

1 A406

Membrane Deck and Renovated Solid Balustrade Detail Scale 1:2

1 A406

New Metal / Horizontal Metal Cladding Scale 1:2

EXT WALL FRAMING

Housing New Zealand

47.01 sheet size A1

EXISTING / NEW WALL INSULATION phase Building Consent

51.01Balcony EXISTING WALL LINING and/ NEW Balustrade

Details - Sheet 2

EXISTING / NEW SCOTIA TRIM job no.

HNZ-W-1514B A650

Scale 1:2

client

Balcony and Balustrade Details - Sheet 1

sheet no.

NEW BALUSTRADE INFILL

New 75x75x5 SHS steel post fully welded to 100mm min. coverage top and bottom steel plates.

Housing New Zealand

job no.

2

48.58

Note: Post @ 1000mm ctrs with 85mm min 240x45mm treated SG8 timber plate to embendment intoH3.2 timber support membrane upstand.

Newtown

51.05

A306

-

80

NEW BALUSTRADE

Balustrade First Post Fixing

2

10 41.12

48.57

Note: Post @ 810mm crs max with 4mm thick infill panel 30-35% perforations, with SB14 strong arm spigot inside post (5B40&SB41)

Original highpoint for deck

10

90mm fall c.o.s.

42.04 67.01

NEW METAL SHEET

NEW BALUSTRADE

NEW VENT STRIP M10 42.13 Coach screws with 85mm (Min) embendment

15

42.04 67.01

48.57

15mm min gap

NEW VENT STRIP

40

Potala Villas Partial Remediation 25 Daniell Street, Newtown

sheet size A1 title

42.13

NEW TIMBER CAVITY BATTENS

41.12 NEW FLASHING TAPE 48.58 NEW BALUSTRADE INFILL

Existing ridged air barrier to remain.

38.13 client

p. 28

NEW METAL SHEET

38.03

PROFRAME ANGLE BRACKETS

Existing flashing to remain with new paint finish.

EXT STEEL - FLOOR FRAMING

Existing interior lining and joinery trim to remain, unless specified.

12mm min. gap

PROFRAME DECK FRAMING SYSTEM

35mm min. cover c.o.s.

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 2/05/2018 date

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH

EXISTING / NEW CEILING INSULATION

NEW HEAD FLASHING

34.21

PROJACK

15

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue 30% Detail Design Issue description

project

47.02

48.60 12mm 34.20 min. gap

100

35mm min. cover c.o.s.

69

Existing Gib Rondo ceiling fixing system.

42.09

2/240x45mm H3.2 treated SG8 timber plates to support membrane upstand.

New 75x75x5 SHS steel post fully 41.10 NEW RIGID BARRIER welded to top andAIR bottom steel plates.

NEW PLY SUBSTRATE

15mm min gap

F E D C B A rev

Apply continuous Sikaflex-11FC Polyurethane adhesive sealant between panel and batten

42.10

38.06

New 240x45mm H3.2 treated SG8 timber plate to support membrane upstand High Point Level

56

New 2/190x45mm H1.2 treated SG8 timber plates over timber packer cut to suit to support balustrade.

New 190x100, 20mm thick H3.2 timber packer in cavity with 5° min. slope at all fixing points.

NEW TIMBER CAVITY BATTENS

10

Original highpoint for deck

15

MARLEY UPVC SPOUTING - TYPHOON

0.2mm BMT metal overflashing, min.

75mm coverage over membrane layer, nail fixed to timber substrate.

96

Aluminium bracket fixed with 1/M12 coach screw, 90mm min. embedment to new timber upstand, provide Neoprene washers and plastic sleeve as a separation between steel fixing and aluminium bracket.

100

Existing steel beam, location to be confirmed on site.

15

74.04

22

Provide 50 x 3mm Thick EPDM washers.

38.03

42.09

Existing internal 300mm wide internal gutter to be demolised, shown dashed.

30

BALUSTRADE CASTAWAY BRACKET 90

48.62

68mm cover

Option 1 fixing SHS steel base plate to timber beam

Flashing installed on underside of drip edge to James Hardie standards.

Existing upstand to be removed, shown dashed.

1,100

Note: - All timber deck joists are to be inspected for decay. remove decayed timber and coat remaining timber with protim framesaver to the extent directed by engineer to the contract.

- New <65mmSikaflex-11FC fixed to existing deck joists by 10g selfApplyfurring continuous Polyurethane drilling 100mm between length screws crs. min. 35mm adhesivex sealant panel @300 and batten embedment in to joist - New furring >65mm fixed to joist with steel strap @300 crs.

42.12 min.

TITAN PANEL FIXING - 25mm gap between underside of Ply and ceiling insulation

High Point Level

New x4 SS M12 bolt, nut and washer with 50x50x3mm washer to timber. per balustrade bracket fixing.

CSK balustarde manufactor to lower holes if required to suit gutter to be confirmed on site.

NEW FLASHING TAPE

2/240x45mm H3.2 treated SG8 timber blocking fixed to existing balustrade. Refer to Structural Engineer drawings for fixing requirements.

99mm max. c.o.s.

New H1.2 treated SG8 timber furrings @400 crs. cut to suit 2° fall over new 140x45 H1.2 treated SG8 timber blocking between existing joists.

BALUSTRADE SUBRAIL

75mm cover

44.03 FIBERTITE MEMBRANE 0.2mm BMT metal overflashing, min. 75mm coverage over membrane layer, nail fixed to timber substrate.

38.06 NEW PLY SUBSTRATE

150mm min.

1/M12 bolt, provide Neoprene washers and plastic sleeve as a separation between steel fixing and aluminium bracket.

41.12

45mm diameter steel tube stand-off, allowing 15mm gap between balustrade post and flashing.

Provide 50 x 3mm Thick EPDM washers.

FUTUREWOOD DECKING

90mm fall c.o.s.

2 deg. min fall

100mm min. coverage

43.02

15mm min gap

298

Existing structural ply to be demolished. Shown dashed witg butnynol membrane.

M10 @ 300 crs. bolt fixing to timber studs.

FUTUREWOOD DECKING

15

Additional 200mm diameter layer for Projac standas for adhered membrane.

M10 Coach screws with 85mm (Min) embendment

170mm c.o.s.

2 deg. min fall

100mm min. membrane upstand

FIBERTITE MEMBRANE

48.61

Note: - All timber deck joists are to be inspected for decay. remove decayed timber and coat remaining timber with protim framesaver to the extent directed by engineer to the contract.

- New furring <65mm fixed to existing deck joists by 10g selfdrilling x 100mm length screws @300 crs. min. 35mm embedment in to joist - New furring >65mm fixed to joist with steel strap @300 crs.

- 25mm min. gap between underside of Ply and ceiling insulation

30 70 80

44.03

350mm min.

43.02

- as edge joist/beams for deck framing

15mm rubber spacer for edge joists.

680 c.o.s.

1,100

M10 Coach screws with 85mm (Min) embendment

96

FIBERTITE MEMBRANE

New 75x75x5 SHS steel post fully welded to top and bottom steel 200 plates.

15

PROFRAME ANGLE BRACKETS

44.03

NEW BALUSTRADE INFILL

45mm diameter steel tube stand-off, allowing 15mm gap between balustrade post and flashing.

Provide 50 x 3mm Thick EPDM washers.

200

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third NEW RIGID AIR BARRIER party41.10 without written consent.

50 c.o.s.

34.21

48.58

3. Read these plans in conjunction with the full set of contract documents.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

New 240x75x6mm steel plate fully welded to SHS, fixed with 2/ M10 bolts to balustrade top plate.

New 190x100, 20mm thick H3.2 timber packer in cavity with 5° min. slope at all fixing points.

2 A651

NEW BALUSTRADE INFILL

45mm diameter steel tube stand-off, allowing 15mm gap between balustrade post and flashing.

Provide 50 x 3mm Thick EPDM washers.

Provide pad behind brackets for membrane protection.

2. Do not measure or scale off drawings.

35mm min. cover c.o.s.

New H1.2 treated SG8 timber furrings @400 crs. cut to suit 2° fall over new 140x45 H1.2 treated SG8 timber blocking between existing joists.

2/240x45mm H3.2 treated SG8 timber blocking fixed to existing balustrade. Refer to Structural Engineer drawings for fixing requirements.

150mm min.

FIBERTITE MEMBRANE

EXISTING SOLID BALUSTRADE

NEW FLASHING TAPE

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers Rivetimmediately. sealed to metal cladding @600 crs. attention

96

PROFRAME DECK FRAMING SYSTEM

44.03

38.14

15

34.20

CAVITY BATTENS FIXING

2/90x45mm H3.2 treated SG8 timber plate, cut top to form 5° fall min.

56

FUTUREWOOD DECKING

42.11

48.57 NEW BALUSTRADE Note: Post @ 1000mm ctrs with 85mm min embendment into timber 15 45mm diameter steel tube stand-off, allowing 15mm gap between balustrade post and flashing.

Provide 50 x 3mm Thick EPDM washers.

55

43.02

0

1. All works shall comply with the Building Consent documentation.

2/90x45mm H3.2 treated SG8 timber plate, cut top to form 5° fall min.

M10 Coach screws with 85mm (Min) embendment

150mm min.

NEW FLETCHER DOORS

15

20

45.03

PROJACK

10

102

PROFRAME ANGLE BRACKETS

48.60

Buildex Roofzips fixing with EPDM washers @600 crs.

New 190x100, 20mm thick H3.2 timber packer in cavity with 5° min. slope at all fixing points.

48.58

Turn up membrane 100mm min. at trimmer studs, shown dashed.

20

Eco foam seal

41.12

NEW FLASHING TAPE

M10 Coach screws with 85mm (Min) embendment

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

30

NEW BALUSTRADE - TOP RAIL

5°

55

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

41.12

140

75

70 1100 c.o.s. min. height at top of hand-rail

12 min. gap

34.21

NEW BALUSTRADE

Eco foam seal

45

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

100

48.57

Note: Post @ 1000mm ctrs with 85mm min embendment into timber 45mm diameter steel tube stand-off, allowing 15mm gap between balustrade post and flashing.

Provide 50 x 3mm Thick EPDM washers.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

80

2/90x45mm H3.2 treated SG8 timber plate, cut top to form 5° fall min.

5°

70mm cover

3. Read these plans in conjunction with the full set of contract documents.

45

Note: - All timber deck joists are to be inspected for decay. remove decayed timber and coat remaining timber with protim framesaver to the extent directed by engineer to the contract.

- New furring <65mm fixed to new timber blocking by 10g selfdrilling x 100mm length screws @300 crs. min. 35mm embedment in to joist - New furring >65mm fixed to new timber blocking with steel strap @300 crs.

- 25mm min. gap between underside of Ply and ceiling insulation

PROFRAME DECK FRAMING SYSTEM

750 c.o.s.

2. Do not measure or scale off drawings.

New 80mm wide, 6mm thick aluminium bracket fixed to new nib blocking for new joinery with 1/M12 bolt

Existing solid balustrade to be demolished to make way for new deck and balustrade system, shown dashed

34.20

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° 5° fall min.

Refer detail 3/A635 for capping junction details

30 1. All works shall comply with the Building Consent documentation.

35

NEW BALUSTRADE

50

245 c.o.s. new balustrade height increase

48.57

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° fall min.

Refer detail 2/A626 for capping junction details.

40

48.58 NEW BALUSTRADE INFILL Note: Post @ 810mm crs max with 4mm thick infill panel 30-35% perforations, with SB14 strong arm spigot inside post (5B40&SB41)

40

48.55

NEW BALUSTRADE - TOP RAIL

350 c.o.s.

10

NEW BALUSTRADE - TOP RAIL

20

48.55

48.55

0

50

0

30

10

68mm cover

20

0

30

70mm cover

40

50

p. 29

HNZ-W-1514B sheet no.

revision

A651

F

Marshall Innovations "SUPERSTICK" flashing tape dressed up over building wrap behind battens

3mm upstand New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° fall min.

Refer detail 2/A626 for capping junction details.

10

NEW CLD CAVITY BATTENS

50mm min.

3mm upstand

2

Ullrich UA1617 channel laid to 5° fall over saddle junction and extended 50mm min.

NEW RIGID AIR BARRIER

42.10

NEW CLD CAVITY BATTENS

41.12

254

50mm min.

100mm upvc soaker flashing extended to bottom of cladding

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply.

Notes: 1. Cladding shown dashed for clarity.

2. Refer to detail 3/A625 for flashing tape under saddle flashing.

3. Refer detail 2/A626 for capping junction

2 A406

details.

Balustrade Cap Flashing Junction Detail

all 5º f

2 min 00mm . la ppi ng

Scale 1:2

10

0 0 10 30

20

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

40

10mm hem

20

110mm min.

10mm hem

75 MIN

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° fall min.

2 A654

50mm min.

NEW FLASHING TAPE

Ullrich UA1617 channel laid to 5° fall over saddle junction and extended 50mm min.

75 MIN 41.10

NEW RIGID AIR BARRIER

42.10

NEW CLD CAVITY BATTENS

41.12

NEW FLASHING TAPE

75 MIN 5° FALL

1.6 Powdercoated Aluminium folded and welded saddle flashing

Notes: 1. Cladding shown dashed for clarity.

2. Refer to detail 3/A625 for flashing tape under saddle flashing.

3. Refer detail 2/A626 for capping junction

1.6 Powdercoated Aluminium folded and welded soaker flashing 1.6 Powdercoated Aluminium folded and welded soaker flashing

fall

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply.

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° fall min.

8mm rebate in ply at soaker flashing

3. Read these plans in conjunction with the full set of contract documents.

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

5° FALL 1.6 Powdercoated Aluminium folded and welded cap flashing end piece

100mm upvc soaker flashing extended to bottom of cladding New 0.55 BMT Colorsteel Endura purpose made corner flashing.

º 2 min 00mm 5 . la ppi ng

2. Do not measure or scale off drawings.

Eco foam seal

Ullrich UA1617 channel laid to 5° fall over saddle junction and extended 50mm min.

Flahing tape as a separation layer on 17mm H3.2 CCA treated ply battens to support flashing upstand.

NEW TIMBER CAVITY BATTENS NEW FLASHING TAPE

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply.

1. All works shall comply with the Building Consent documentation.

5° FALL

5° FALL

7. These drawings remain the property of Maynard Marks and must not be copied in any form or passed on to a third party without written consent.

38.03 41.12

75 MIN

5° FALL

3mm upstand

1.6 Powdercoated Aluminium folded and welded saddle flashing

6. Floor plans, sections and elevations information have been produced from original consent drawings and have not been fully site measured or checked for accuracy. All critical dimensions must be checked on site and any discrepancies to be brought to the Contract Engineers attention.

50

90mm min. cover

250 mm

Saddle Flashing

5. Any details that are in conflict with the project specification, the supplies and manufacturers details or requirements must be brought to the Contract Engineers attention immediately.

1.6 Powdercoated Aluminium folded and welded saddle flashing

New 90 x 45mm H1.2 treated SG8 timber plate cut to provide 5º fall

20

5° FALL

over cladding

4. Any discrepancies between documents must be brought to the Contract Engineer's attention immediately.

100mm upvc soaker flashing extended to bottom of cladding

8mm rebate in ply at saddle flashing

New 0.55 BMT Colorsteel Endura purpose made folded junction flashing.

80m m

3. Read these plans in conjunction with the full set of contract documents.

Flahing tape as a separation layer on 17mm H3.2 CCA treated ply battens to support flashing upstand.

1.6 Powdercoated Aluminium folded and welded saddle flashing over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° fall min.

1.6 Powdercoated Aluminium folded and welded saddle flashing

fall

41.10

NEW FLASHING TAPE

Flahing tape as a separation layer on 17mm H3.2 CCA treated ply battens to support flashing upstand.

º 2 min 00mm 5 . la ppi ng

30

over cladding

Apply continuous Sikaflex AT-Façade flexible sealant in joint.

NEW RIGID AIR BARRIER

1.6 Powdercoated Aluminium folded and welded saddle flashing

250 mm

5° FALL

Stop end over cladding

ll 5º fa

1. All works shall comply with the Building Consent documentation.

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

75 MIN

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply packer laid to 5° fall min.

30

Stop end

2. Do not measure or scale off drawings.

ll 5º fa

m 80m

On the wet side of cavity behind cladding

40

1.6 Powdercoated Aluminium folded and welded cap flashing end piece

75 MIN

8

Saddle Flashing

Stop end over cladding

A654 41.12

On the wet side of cavity behind cladding

0 150

42.10

50

0

10

600 mm c.o .s.

Eco foam seal

A654

10

40

NEW FLASHING TAPE

Apply continuous Sikaflex-11FC Polyurethane adhesive sealant between panel and saddle flashing upstand

1.6 Powdercoated Aluminium folded and welded saddle flashing

41.10

41.12

m 80m

Stop end

Flahing tape as a separation layer on 17mm H3.2 CCA treated ply battens to support flashing upstand.

3mm upstand

Saddle Flashing

NEW RIGID AIR BARRIER

Ullrich UA1617 channel laid to 5° fall over saddle junction and extended 50mm min.

Note: All purpose made welded saddle flashing to be mocked up on site for review and inspection by the designer, before flashing is fully welded and powder coated.

over cladding

2

20

On the wet side of cavity behind cladding

90mm min. cover

90mm min. cover

250 mm

41.10

On the wet side of cavity behind cladding

10mm hem

Stop end

Stop end

80m m

30

50

Apply continuous Sikaflex-11FC Polyurethane adhesive sealant between panel and batten 42.10 NEW CLD CAVITY BATTENS

over cladding

ll 5º fa

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

10mm hem

10mm hem

10mm hem

110mm min.

42.04 67.01

110mm min.

m 80m

On the wet side of cavity behind cladding

40

70 cover

50

On the wet side of cavity behind cladding

3mm upstand

2 -

Balustrade Capping Junction Detail - 3D View Scale N.T.S.

Notes: 1. Cladding shown dashed for clarity.

2. Refer to detail 3/A625 for flashing tape under saddle flashing.

3. Refer detail 2/A626 for capping junction details.

details.

42.14

Eco foam seal

Eco foam seal

NEW CLOSURE STRIP Eco foam seal

100mm upvc soaker flashing extended to bottom of cladding 100mm upvc soaker flashing extended to bottom of cladding 41.12

NEW RIGID AIR BARRIER

NEW TIMBER CAVITY BATTENS NEW FLASHING TAPE

42.04 67.01

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

NEW CLD CAVITY BATTENS Ullrich UA1617 channel laid to 5° fall over saddle junction and extended 50mm min.

2 A654

JH 9mm panel aluminium external box corner fixed @ 400mm vertical centres.

42.10

42.04 67.01

2 2

NEW CLD CAVITY BATTENS

NEW RIGID AIR BARRIER

42.10

NEW CLD CAVITY BATTENS

Marshall Innovations "SUPERSTICK" flashing tape dressed up over building wrap behind battens

42.04 67.01

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Slot in base of cladding to allow saddle flashing stop end

Slot in base of cladding to allow saddle flashing stop end

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply.

1.6 Powdercoated Aluminium folded and welded saddle flashing below shown dashed

17mm H3.2 CCA treated ply packer laid to 5° fall min.

JH 9mm panel aluminium external box corner fixed @ 400mm vertical centres.

Apply continuous Sikaflex AT-Façade flexible sealant in joint.

ll 5º fa

Apply continuous Sikaflex ATFaçade flexible sealant in joint.

New 0.55 BMT Colorsteel Endura purpose made folded junction flashing.

flexible flashing tape dressed min. 50mm down face of battens

42.09

NEW METAL SHEET

E D C B A rev

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue description

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 date

1 A209

Balustrade Junction Detail / Titan Panel - 3D View Scale N.T.S

3 -

Flashing Wrap Under Saddle Flashing Typical Detail - 3D View Scale N.T.S.

4 A212

Balustrade Junction Detail - Titan / Metal Cladding - 3D View Scale N.T.S.

42.10

NEW CLD CAVITY BATTENS

42.04 67.01

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Slot in base of cladding to allow saddle flashing stop end

1.6 Powdercoated Aluminium folded and welded saddle flashing below shown dashed

Slot in base of cladding to allow saddle flashing stop end

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply.

ll 5º fa

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

sheet size A1 title

p. 30

NEW RIGID AIR BARRIER

New 0.55 BMT Colorsteel Endura purpose made corner flashing.

Apply continuous Sikaflex AT-Façade flexible sealant in joint.

42.09

drain formed in corner

41.10

A654

A654

1.6 Powdercoated Aluminium folded and welded saddle flashing below shown dashed

ll 5º fa

41.10

NEW CLADDING - TITAN PANEL NEW EXTERNAL PAINT FINISH

Slot in base of cladding to allow saddle flashing stop end

Slot in base of cladding to allow saddle flashing stop end

100mm upvc soaker flashing extended to bottom of cladding

NEW FLASHING TAPE 42.10

41.10

38.03 41.12

New 0.55BMT Colorsteel Endura capping over roof underlay as separation layer on 17mm H3.2 CCA treated ply.

E D C B A rev

Stage 1 Building Consent Pricing Issue - August 2018 100% Detail Design Issue 90% Detail Design Issue 60% Detail Design Issue description

P:+64 9 912 2550 F:+64 9 912 2551 Level 12, 66 Wyndham Street, Auckland PO Box 1299, Shortland Street, Auckland 1140 www.maynardmarks.co.nz AUCKLAND WELLINGTON CHRISTCHURCH project

Potala Villas Partial Remediation 25 Daniell Street, Newtown

client

Housing New Zealand

NEW METAL SHEET

phase Building Consent

sheet size A1 title

Balcony and Balustrade Details - Sheet 5

phase Building Consent

Balcony and Balustrade Details - Sheet 6

p. 31

job no.

job no.

HNZ-W-1514B

HNZ-W-1514B

sheet no.

revision

A654

E

1 A212

5/09/2018 1/08/2018 25/07/2018 11/07/2018 26/06/2018 date

Balustrade Junction Detail - Titan / Metal Cladding - 3D View Scale N.T.S.

sheet no.

revision

A655

E

03 | Spatil (re)Mix Project Type:

Academic

Involvement:

Master Degree candidate

Description

The project thesis is a research into typology theories for the production of mixed-use architecture in the urban context through the methods of “analysis + synthesis” in design. The result are three experiments, with variance in scale and location within the chosen site, with the modalities of “living + manufacture + consumption”.

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JONNEL MAMAUAG Get in touch!

E : jonnelmamauag@gmail.com M: +64 22 0655225

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