a201 proposed floor plan layout - · pdf fileon the steel container surface along with regular...

A101A102A201A202A203A204A301A302A310A311A312A401A501A502A503A504A700

Cover, Drawing Schedule

Site PlanProposed Floor Plan

Foundation Plan

Roof Framing Plan

Plumbing & Drainage Plan

Elevations 1

Elevations 2

Kitchen Elevations

Bathroom Elevations

Ensuite Elevations

Cross Section A

DetailsDetailsDetailsDetailsImage

CONSTRUCTION NOTES!All workmanship and materials shall conform to the Building Act2004, the Building Code 1992 and all of its current approveddocuments.!Contractors are required to comply with the Building Act 2004 andthe Health and Safety Act 1992, including all amendments togetherwith any reasonable requirements by the Owner and Engineer.!All materials to be installed in accordance with the manufacturersspecifications.!All glazing to comply with current New Zealand Standards 4223Parts 1-3.!All plumbing and drainage to comply with current approveddocuments G1, G12, G13.!Concrete strength to be 25MPa

ImageScale

DURABILITY50 year durability of container units is achieved by the paint finishon the steel container surface along with regular ownermaintenance of the finish.

- All exposed fixings to be Grade 316. stainless steel or epoxy coatedgalv. steel.- All fixings are specifically designed to Engineers calculations.

FIXINGS

SITE SPECIFIC(aspects required at each site)1." Site set-out and town planning aspects2." Foundations3." Accessibility4." Steps, ramps, decks and balustrades5." Fire - all aspects6." Support aspects, eg. car parking, access routes," safety from falling, signage, visibility in escape routes,site drainage7. " Plumbing and drainage beyond module perimeter8. " Any eaves, verandahs or pergolas

Refer to NZBC Solutions Table attachment for listing of sitespecific aspects

A4 - DETAIL DRAWING SCHEDULE - Refer to Multiproof portal1 ! typical floor joist / flooring detail2 ! typical outer edge / internal junction3 ! box gutter detail at down-pipe4! roof connection between modules5! window head at side wall6! window cill at side wall7! casement window jamb at side wall8! ceiling / wall junction at side wall9! typical wall detail10 ! rear wall at down-pipe plan11! rear wall connection between modules plan16! typical corner block cap17! typical door cill18! typical down-pipe base!23! eaves extension detail27! eaves extension at gutter

MULTIPROOF SCOPE- Containerised module including module structure- H1 Compliance and interior layout

DESIGN LIMITATIONSSeismic Zone:# z < 0.51 in all subsoil classes and z < 0.41 in all subsoil classes Dor E according to NZS 1170.5

Snow loading:Maximum ground snow load of 2.4kPa according to NZS 1170.3

Wind Zones:Maximum site windspeed < 50ms#1 according to NZS 1170.2 orVery High Wind zone according to NZS 3604.

Corrosion Zone:D/Sea Spray / Geothermal

DRAWING SCHEDULE

PMMHA 08.09.17 Client review B

PMMHB 13.09.17 Client review

Reshape contours at steps

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201 Walter Street, Thames

@9'B0C.+1'3$

$C#P#P#P

Catherine David New Residence

PROJECT LOCATION: SCALE:

A101

Scale:

REV: DATE: DESCRIPTION: DRN: APP:

File Name:©Design Base Limited 2016DO NOT SCALE - IF IN DOUBT ASK

PROJECT:


1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]

Invercargill - Central Otago - Nelson

designbase.co.nz

CLIENT:

783 Ruapuke Road, Raglan

782 Ruapuke Road, Raglan - Muiltproof 10022


N

70,905 10,630 18,363

15,2

637,

045

37,4

12782 Ruapuk e Road, Raglan

Biolytix BioPod (BF6) waste water treatmentsystem. System includes dripper line subsurfaceirrigation with 150mm min cover. See attachedDrainage Systems Ltd waste water report.Confirm final layout on site prior to works

22,000 litre concrete potable water tank, TBC

New deck, steps and pergola over

New two carparking allocationand turning bay

Rua puk e Road

7.5m road setback

12m

bou

ndar

y se

tbac

k

25m boundary setback

25m

bou

ndar

y se

tbac

k

Section 3 SO 440507

FFL 201.70m

Site entry

Proposed irrigation field (300m2)

Reserved area (150m2)

NEW ECOTECH HOME(Multiproof #10022)

SITE ZONESPlanning Zone "" RuralProperty No" " 2010393Durability" " Zone CEarthquake" " Zone 1Wind Zone" " Very High" Wind Region! ! Zone A! Ground Roughness! Open!! Site Exposure! ! Exposed! Topographical! ! T2Max. building height" 10m

AREASSite area (ha 0.701000) 7010.00m2

Building area" " 105.00m2

Decks / steps " " 54.00m2

PMMHClient reviewA 04.08.17PMMHPIM ApplicationB 08.08.17PMMHC 08.09.17 Client review

D

PMMHD 11.09.17 Client review!"!!#$!!!#%!#&#'()*+,-.'/(01.-23*2(4

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A102

Scale: 1:400, 1:100



PROJECT:

Site Plan

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Site Plan

0 1 2 3 4 5

N

12,192

7,31

44,

855

300

300

2,43

3

3,067 6,058 3,068

1,20

0

650

k i t c he n

d i n i n g

l iv ing

b e d 2

b e d 1

Fr

whb

wc

b e d 3

dw S

bathroom

whb

wc

pantry

Instantaneous gas water heater

Screened enclosure.Heat pump condenser uniton 50mm concrete pavers.Ensure adequately vented.

tub

desk desk

linen

wm/dryer

laundry

Pergola over

3 x 1500 wide sliding timberbatten screens to both sideson full length track, see details

Front steps, ramp upadjacent ground level

r ea r s t e p s

F r o nt d e c k

FFL 201.70m

heat

pum

p

gas

planting / screening

Pergola posts below, seeFloor Framing Plan

1.

2.

3.

1.

2.

3.

Front steps170 risers (190max)300 treads (280min)

Timber slat decking over treatedsubfloor, see Floor Framing Plan

Gas bottles with earthquakerestraints on 50mm thick concretepavers. Close in subfloor 1m minbeyond sides of bottles

Cover blocks

Cov

er b

lock

s

Frid

geal

loca

tion

Kent Oxford, free standing clean airapproved solid fuel burner, installedto manufacturers specifications, seeappended info sheets

1000mm W x 1100mm D x 3mmthick powder coated steel hearth

ensuitesh

s

bath

PMMHPIM ApplicationB 08.08.17PMMHC 08.09.17 Client reviewPMMHD 11.09.17 Client review

E

PMMHE 13.09.17 Client review!"!!#$!!!#%!#&#'()*+,-.'/(01.-23*2(4

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A201

Scale: 1:75



PROJECT:

Proposed Floor Plan

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Proposed Floor Plan

0 1 2 3 4 5

N

200

2,27

059

2,45

77,

231

1,15

7

2913,0672,7392,7383,067291

2,43

32,

438

2,43

82,

350

88

215 1,650 1,556 94 1,650 1,650 1,650 91 1,559 1,650 252

3,064 2,741 2,742 3,064

2,386 4,784

183 183

A

A

A

A A

A

A

A

AA

AA

A

A Mul

tipro

of (#

1002

2) fo

unda

tions

NZS

360

4_20

11 fo

unda

tions

Deck bearer hangerfixed to house bearer

Deck bearer M12fixed through pile

125x125 SG8 H5 square ordinary pilesin 400x400x200 deep concrete footingwith 100min concrete under pile

125x125 SG8 H5 square anchor pile in350x350x900 deep concrete footingwith 100min concrete under pile

125x125 H5 square verandah post in400x400x200 deep concrete footing with100min concrete under post

KEY - DECK FOUNDATIONS

NOTETimber piles in accordance with NZS 3604embedded minimum 200mm into 'Good Ground''Good Ground' found at depth 0.6m belowexisting ground level - see Geotech Reportincluded in this submission

KEY - MULTIPROOF UNIT FOUNDATIONS

125x125 SG8 H5 square ordinary pilesin 400x400x200 deep concrete footingwith 100min concrete under pile

175 diameter H5 anchor pile in 450diameter, 900 deep, concrete footingwith 100min concrete under pile

175 diameter H5 anchor pile in 600diameter, 900 deep, concrete footingwith 100min concrete under pile

De

tail

1A

503

Detail 10A504

Detail 11A504

De

tail

13

A50

1M

ultip

roof

Fou

ndat

ion

Deta

il

De

tail

14

A50

1M

ultip

roof

Fou

ndat

ion

Deta

il

De

tail

15

A50

2M

ultip

roof

Fou

ndat

ion

Deta

il

C LC L

C LC L

Container corner block

Container corner block

Deck bracing!!!

200x200x200mm deep concrete padwith cast in fixing for ex190x45 SG8H3.2 stair strings@1200crs


Deck pile / pergola post setout

Deck pile setout

House pile setout

Con

tain

er c

orne

r blo

ck

A

Con

tain

er c

orne

r blo

ck

Deck

pile

/pe

rgol

a po

stse

tout

Deck pile setout

De

tail

2A

503

De

tail

3A

503

Joist hanger fix deck bearerto side of house bearer

Foundation Preparations(See Soils Investigation Report prepared by ProBase Engineering)To prepare the proposed building platform alltopsoil should be stripped over the entirebuilding footprint area and a minimum of 0.5moutside of the footing lines.Any soft ground, such as soft peat, soft claysand organic matter (tree stumps, roots etc.),exposed by the excavation shall also beremoved.Compacted fill material is required to have abearing capacity greater than 300 kPa inaccordance with NZS 3604:2011 (minimum safebearing of 100 kPa).

Inspections(See Soils Investigation Report prepared by ProBase Engineering)To satisfy statutory building requirements asuitably qualified engineer is required to inspectthe excavated subgrade prior to backfilling toconfirm subsurface soils exposed arerepresentative of the investigation findings.

Deck bracingRequired half of 15 BUs / sqm15x44.45 = 666.75 / 2 = 333.375therefore use 4 anchor piles

NOTEConfirm on site container edge

and pile locations prior to works

1,650 2,972 1,367 1,365 2,972 1,650

A

A A

A

Deck joists, 140x45@400crs SG8 H3.2

Deck bearer 140x90 SG8H3.2, fixed to piles withM12 S.S. bolts (+50x50x3S.S. washers)

A

Deck bearer 140x90 SG8H3.2, fixed to piles withM12 S.S. bolts (+50x50x3S.S. washers)

Deck joists, 140x45@400crs SG8 H3.2

PMMHA 08.09.17 Client reviewB


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A202

Scale: 1:75



PROJECT:

Foundation Plan

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Foundation Plan

Pergola posts below, see Floor Framing Plan

Steel container roof finish factory shot blasted, zinccoated and finished with 2 coats of rubberised paintand oven dried. Refer to Multiproof #10022

LEGENDDP" 63 dia S.S. down pipeOF" 100 x 25 over flows slots

NOTEAll macrocarpa to be heart and only usedas shown with no contact with ground

NOTEEnsure unimpeded waterpassage from overflows

Detail 11A504

Detail 10A504

De

tail

12A

504

PERMITTED TIMBER SUBSTITUTIONSThe substitution of macrocarpa SG6 timberfor Pinus Radiata SG8 H3.2 permitted

Flue penetration, seeEcotech Homes Multiproofapproved Detail 19

fallfall

DP DP

OFOF

fallfall

DP DP

OFOF

fallfall

DP DP

OFOF

fall fall

DP

OF

DP

OF

290x90 macrocarpa SG6 rafters@900crs. Fix both ends with joisthangers

290x45 macrocarpa SG6 H3.2 stringer (shown red) fixedto unit through existing nutserts @1200crs with 2/M16S.S. coach bolts (+50x50x3 S.S. washers)


290x90 macrocarpa SG6 verandah beamsat deck. Fix to posts with 2/SPH140 SplitHangers with 8/nails per flange



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A203

Scale: 1:75



PROJECT:

Roof Framing Plan

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Roof Framing Plan

0 1 2 3 4 5

N

TP

2x45Kg (max)LPG cylinders 1mexclusion zone

DP

DP

DP

DP

DP

DP

DP

DP

LEGENDDP" Down Pipe (1:40 min fall)

GT " Gully Trap

tub" Laundry Tub

sh" Shower

wm" Washing Machine

dw" Dish Washer

whb" Wash Hand Basin

wc " Water closet

TP " Tap Point

TV" terminal vent 60!

RP " Rodding Point

NOTEAll drainage to NZBC G13

Confirm all dimensions and levels on site

Waste pipes and gradients shown areminimum

Confirm invert levels on site. 400mmcover to invert at head of drain

Down pipes to be sealed and anymanholes or sumps to be fitted with no-return valves

Confirm tap locations on site

stormwater drain 100! 1:60min.

sewer drain 100! 1:60min.

wc" " 100! 1:60min.whb" " 40! 1:40min.shower, tub, sink " 65! 1:40min.

FIXTURE PIPES

DRAIN PIPES

wc

wm

sinkdwtub

bathwhb

wc

sh

RP

RP

RP

TP

RP

whb

RP

RP

To connection withpotable water tank

To connection with Biolytix BioPod (BF6)Septic tank system. System includes 300mof dripper line subsurface laid irrigationwith 150mm min cover. See attachedDrainage Systems Ltd waste water report.


Instantaneouswater heater 0.5mexclusion zone.

80! TVGT GT



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A204

Scale: 1:75



PROJECT:


1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:




2,89

6

North ElevationScale 1:75

East ElevationScale 1:75

Ecotech Homes modular home. Factory finishedstructural steel skin. PU spray insulated. Factoryfinished plaster board interior lining.

Ecotech modular home - Multiproof #10022

1500 wide sliding timberbatten screens, 3 no. per side

Existing GL

Existing GL


C

Macrocarpa verandah beams

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A301

Scale: 1:75



PROJECT:

Elevations 1

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Elevations 1

2,89

6

South ElevationScale 1:75

West ElevationScale 1:75

Optional base boards, confirm on site

Gas bottles with earthquake restraints on50mm thick concrete pavers. Close insubfloor 1m min beyond sides of bottles

Ecotech Homes modular home. Factory finishedstructural steel skin. PU spray insulated. Factoryfinished plaster board interior lining.

Ecotech modular home - Multiproof #10022

1500 wide sliding timberbatten screens, 3 no. per side

Existing GL

Reshape ground adjacent to steps


D

PMMHD 13.09.17 Client review

Macrocarpa verandah beams

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A302

Scale: 1:75



PROJECT:

Elevations 2

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Elevations 2

Di-Lusso - TH603S Telescopicrange hood (70mm fascia)

OvenFixedpanel

Section B

B

A

Section AKitchen Plan

Dishwasher

Quartz bench top

Section D-D

C

Section C

D

D

Range

D

D

685 600 7752060

600

920

100

445

1035

730 600 730

515

965

445

SinkDishwasher below

600

300

2500

Cupboard layout TBC

S.S. double underneath sink

25001222

Drawer layout TBC

Finger grooveopening

Finger groove opening

PMMHClient reviewA 04.08.17PMMHB 04.09.17 Client review

D

PMMHC 11.09.17 Client reviewPMMHD 13.09.17 Client review

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A310

Scale: 1:25



PROJECT:

Kitchen Elevations

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

0800 1000 40

[email protected]


designbase.co.nz

CLIENT:



Kitchen Elevations

Elevation 5

Elevation 6Bathroom plan

8

5

6

7

Towel rail /rack above

WHB

WC Shower head

200 1800

750

900

82576056

014

40

1665

2000

2000

Bath tap

79024

00

1200

740

750

1665

T paperholder

Towelring

920

125

2400

1100

560

2000

1440

Bath tap

Bath

Towel rack

44 796 825

1800

210

920

Door opening


PMMHA 04.09.17 Client reviewPMMHB 08.09.17 Client review

B

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$C#P#P#P



A311

Scale: 1:25



PROJECT:

Bathroom Elevations

1:100

DRAWING TITLE:

REV:PROJECT NUMBER:

17046SHEET NO.

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Bathroom Elevations

Towel rack

Towelring

Paperholder

Cornerglassshelf

Elevation 1

Elevation 2 Elevation 3 Elevation 4

2

3

4

1

1132

760350 2671 1132

270024390010

1163

2400

2400

920

Shower

WC

WHB

Shower

Towel rail

WC

WHB


PMMHA 04.09.17 Client reviewPMMHB 08.09.17 Client review

B

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A312

Scale: 1:25



PROJECT:

Ensuite Elevations

1:100

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Ensuite Elevations

kitchen dining living

Factory finished structural steelcontainer roof skin, to falls, on steelrafters -600ccs all PU spray painted.

Ensure underside of subfloorframing and flooring tar undersealis fully intact, touch up as required.

450min. crawl space

deck

pergola

NEW ECOTECH HOME(Multiproof 10022)

Multiproof approved 250 SEDH5 piles, see Foundation Plan

Multiproof (#10022) NZS 3604_2011NZS 3604_2011

2,41

0

no

m.7

00

REFER TO MULTIPROOF CERTIFIED DOCUMENTSFOR ALL CONSTRUCTION DETAILS

PMMHA 08.09.17 Client reviewA

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A401

Scale: 1:50



PROJECT:

Cross Section A

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Cross Section A

100

min

800

min

450m

in /

600

ma

x

25

85°

200 set back

25min notch to pile

EDGE ANCHOR PILE SECTIONscale 1:5

13detail

issue e

expol floor insulation

container edge channel

corner block beyond

2/150 x12mm SScoachscrewswith 3mmSS washers


piles set back 25mmfrom outside face ofcontainer

A

A

DETAIL A-A

175 SED MSG 8 H5treated anchor piles

600 dia (refer foundationplan for locations) min, 25MPa concrete foundation

found on "good ground"to 300kPa bearing inaccordance with NZS3604

ANCHOR PILEscale 1:5

2/M12 SS bolts &50x50x3 SS washerbolt bearers to piles

06.04.2012 PILE HEAD DETAIL AT CONTAINERBUTT TOGETHER LINES

scale 1:5

14detail

issue e

see detail 1 & 2.

B

B

SECTION B-Bsee details 13 & 15 for continuation ofpile below this point

175 SED H5 MSG8anchor pile

expol floor insulation

2/150 x 12mm SScoach screws with3mm SS washers,each channel.

2/140 x 45 msg8H3.2 bearers

30 diam accessfixing holes intop flange

25 max notch

2/M12 SS bolts &50x50x3mm SS washerbolt bearers to pile head

06.04.2012Multiproof Foundation Detail

Multiproof Foundation Detail


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A501

Scale: 1:10



PROJECT:

Details

1:100

DRAWING TITLE:

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Details

100

100

200

450

min

25

min

min

no

m

85°

SECTION - ORDINARY PILEscale 1:5

15detail

issue d

expol floorinsulation


corner block beyond

2/150 x 12mm SScoach screws with3mm SS washers

2/M12 SS bolts & 50x50x3 SSwasher fix bearers to piles

piles set back 25mmfrom outside face ofcontainer

125 sguare MSG8H5 ordinary pile

found on "good ground" to300kPa bearing inaccordance with NZS 3604

50mm floorpanel

2/140x45 msg8H3.2 bearers

11.7.2011

600 dia (refer foundationplan for locations) min, 25MPa concrete foundation

Multiproof Foundation Detail


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A502

Scale: 1:10



PROJECT:

Details

1:100

DRAWING TITLE:

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Details

100

800

200

100

100

200

100

100

12

100 100

Detail 2Deck detail at verandah post

/ A202

125x125 SG8 H5 anchor pile(additional at deck bearer mid-span,see Foundation Plan for details

FFL

PFC Ecotech edge beam, fixed tohouse bearer with M12 S.S. bolts(+50x50x3 S.S. washers) @1200crs

135x135 GL8 H5 pergola posts, fixed todeck bearer with M12 S.S. bolts(+50x50x3 S.S. washers) and embeddedin 400x400x200 deep concrete footing

Selected deckingSelected decking

Detail 1House to bearer connection, at anchor pile

/ A202Detail 3Deck detail at verandah post

/ A202

Selected decking

Raise ground atstep approach

Steps, 170 risers (190 max)300 treads (280 min)


As noted to left

140x90 SG8 H3.2 deck bearer fixedto pile beyond with M12 S.S. bolt +50x50x3 S.S. washers

140x45 SG8 H3.2 deck joists @400crs

140x90 SG8 H3.2 deck bearer fixedto pile beyond with M12 S.S. bolt +50x50x3 S.S. washers


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A503

Scale: 1:10



PROJECT:

Details

1:100

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Details

Detail 12Pergola detail

/ A204

3mm rubber/EPDMwashers at fixings

Screen detail, at unitEcotech wall base detail,see 'Multiproof Detail 2'

Check channel and fixing

Container cornerblock beyond

190x47hanger

Detail 10Screen detail, at pergola

/ A510

Ecotech wall top detail,see 'Multiproof Detail 8'

Detail 11Screen detail, at unit

/ A204

Ecotech wall top detail,see 'Multiproof Detail 3'

Container cornerblock beyond

Selected decking

Detail 10Screen detail, at pergola

/ A510 Detail 11 / A510

190x47hanger

135x135 GL8 H5 pergola posts, fixed todeck boundary joists and embedded in400x400x200 deep concrete footing (seeengineering details)

As n

oted

to ri

ght

As n

oted

to ri

ght

3/1500 wide sliding timber battenscreens. Use 140x45 SG6 H3.1 top andbottom rails and single 90x45 central rail.Battens 45x45 SG6 H3.1 at 110crs

Brio Single Run 300 exterior sliding doorgear with full length track (rear of unit tofront of deck). See attached manufacturersspec sheet

PERMITTED TIMBER SUBSTITUTIONSThe substitution of macrocarpa SG6 timberfor Pinus Radiata SG8 H3.2 permitted

290x90 macrocarpa SG6 rafters @900crs.Fix both ends with joist hangers

Macrocarpa verandah beam 90x290 SG6.Fix to posts with 2/SPH140 Split Hangerswith 8/nails per flange



290x45 SG6 macrocarpa stringerfixed to to perimeter PFC @1200crsthrough 200 wide H3.2 blocking

Macrocarpa 290x90 SG6 beam at sides ofdeck. Fix to boundary joist with M12 S.S.bolts @1200crs (+50x50x3 S.S. washers)

290x45 macrocarpa SG6 H3.2 stringer fixedwith 2/M16 S.S. coach bolts (+50x50x3 S.S.washers to timber face) into existingthreaded inserts @1200crs

290x90 macrocarpa SG6rafters @900crs. Fixedwith 190x47 joist hangers

290x45 macrocarpa SG6 H3.2 stringer fixed with 2/M16 S.S. coach bolts (+50x50x3 S.S. washers totimber face) into existing threaded inserts @1200crs


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A504

Scale: 1:10



PROJECT:

Details

1:100

DRAWING TITLE:

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Details

a201 proposed floor plan layout - · pdf fileon the steel container surface along with regular...

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