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
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50 m 60m
50
18 ust 20 Aug
Exploded AXO-SECTION 3-1
CONSUMPTION
SURFA
Worksop Apartment
Workshop + Sales
Analytica
45
225
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225
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112
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A selection of academic and professional work from 2016 to 2018.
AIR
R
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IGID
4 41.0
AIR
BAR
R JH
2
2
-1 PLAN | UNdegrpind Storage & Services
Scale - 1:500 @ A2 paper size
Scale - 1:500 @ A2 paper size
4
0 E20 ALL NU-W 11FC A 0 .3 IK 2 S 4 0 48.2
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
le Sca
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
Dr Aitken Maj
5 A11
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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:
5 A11
ED
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270
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25
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50
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NEW
18 6/20 25/0 17 0/20 31/1 date
10
d ns she atio n da cific how spe ve s eer o in b g a n er E eam as p 32 b S ing UB KER d fix 310 ew ns PAC t fire late N o h W atio S se p L NE cific 0 ba SEA 6 spe x 23 AIR 45.0 eer 225 ngin NEW E R r E e 4 as p END 45.0 ing EXT TAPE d fix G LEG t fire ed ERY LASHIN Sho ash IN d O F n J how 1 ERY ve s 45.1 JOIN APE abo 0 MT eam 45.1 FOA 32 b B ED RS FIL 10U 3 E O K R T P New PAC SER 5 42.9 M IN NEW 6 FOA R ED 45.0 RIE R FIL A O L PR IR B 2 AY SEA ID A und 42.4 ERL AIR RIG L E200 all ro JH UND L NEW mm s -WA KRAFT tion 100 am 3 .04 a U 1 y .0 4 ic a N 5 4 A cif erl be 0 RM spe und nd the 42.3 THE eer ver u 2 ngin pe o ide aro er E 41.0 g ta as p shin 5 mm w a E g fl D in 45 CA d2 ible d fix Flex eam an T FA t fire b Sho EX-A 10 the te AFL SIK e pla s a 1 0b 48.0 x 23 225
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10
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100
20
ARR
IR B
A IGID
r rne l Co rna e t n I
100
45
n atte er b timb H3.1
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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