EXISTING PUBLIC SS DRAIN.153settlementroad.nz/wp-content/uploads/2020/05/... · wb4 6 site plan elevations 1:100 0 1 O 25/07/09 building consent issue 268” 19’ 20.116m 268”

R E S I D E N T I A LR U R A LC O M M E R C I A LI N D U S T R I A LA D D I T I O N SA L T E R A T I O N S

Job title:

Scale @ A1: Date:

Drawn:

Revision:

Job No.

Sheet No.of

Sheet contents:

Rev. Date Details

All construction shall be in accordance with N.Z.B.C.hand book and approved documents, NZS 3604:1999

and local territorial authority requirements

RM

07/09

6

1206

P.O. 1020, PukekoheAuckland, 2340

Tel. (09) 238 4648Fax. (09) 238 4649Mob. 021 684 954

email : [email protected]

Copyright of this design remains the propertyof Albert van Vliet Architectural Design

PROPOSED ADDITIONS & ALTERATIONSFORMr. S . DONALDSON153 SETTLEMENT ROADPAPAKURA

Albert van VlietA R C H I T E C T U R A LD E S I G N

Aljo Enterprises Ltd Trading As :

FFL: 29.45

E L E V A T I O N 1A 1 @ 1 : 1 0 0A 3 @ 1 : 2 0 0

REMOVE EXISTING DOOR, FRAME UP OPENING & INSTALL NEW WINDOW & RETAIN LINTEL ABOVE.

SELECTED SECTIONAL GARAGE DOOR.

E L E V A T I O N 2A 1 @ 1 : 1 0 0A 3 @ 1 : 2 0 0

wb8 wb10 wb91000h ALUMIN. BARRIER TO DECK EDGE.

wb76

E L E V A T I O N 3A 1 @ 1 : 1 0 0A 3 @ 1 : 2 0 0

REMOVE EXISTING DOOR, FRAME UP OPENING & INSTALL NEW WINDOW & RETAIN LINTEL ABOVE.

TIMBER WEATHER BOARDS TO MATCH EXISTING.

1000h ALUMIN. BARRIER TO DECK EDGE.

REDIRECT EXTG DP AROUND NEW ADDITION.

garage addition

wb86

wb106

wb96

NEW CUSTOM MADE TIMBER FRAME WINDOW TO MATCH EXTG. IN NEW DORMER.

1000h ALUMIN. BARRIER TO DECK EDGE.

wb66

NEW CUSTOM MADE TIMBER FRAME WINDOW TO MATCH EXTG. IN NEW DORMER.

ALUMIN. JOINERY WITH TIMBER FACINGS TO MATCH EXTG WINDOWS.

wb26

wb36

wb16

garage addition

E L E V A T I O N 4A 1 @ 1 : 1 0 0A 3 @ 1 : 2 0 0

wb56

wb46

site planelevations

1:100

10

O 25/07/09 building consent issue

268º 19' 20.116m

268º 19' 20.116m

POINT 'X'I.L - 22.41

POINT 'Y'I.L - 22.76

EX SSMHLL :29.15 IL : D : 3.29m

EX SSMHLL :23.07 IL : D : 1.36m

rainwater head

rainwater head

rainwater head

rainwater head

extg dp

extg dp

extg dp

extg dp

extg dp extg dp

26000

26000

27000

27000

28000

28000

2800

0

29000

29000

29000

30000

30000

DN100, 1:60

DN100 PRIVATE SW DRAINS CONNECTED TO EXISTING SW SYSTEM.

DN100 PRIVATE SS DRAINS CONNECTED TO EXISTING SS SYSTEM.

REPOSITION SS DRAIN AS REQUIRED TO CLEAR NEW ADDITION.

4203

1368

2

FFL= 29.45

EXISTING DWELLING

FFL= 26.55

PROPOSEDGARAGE/WORKSHOP

EXISTING 300dia PUBLIC SS DRAIN.

TOTAL SITE AREA =ALLOWED @ 35% =ACHIEVED :

170.0m²56.0m²

226.0m²

existing house =proposed addition =

THUS O.K.

SITE COVERAGE

PERMEABLE SURFACE - (landscaping)

1012m²354.2m²

SITE PLAN

LOT : 8

DP : 45360

AREA :1012m²

1 : 1 0 0

TO SEPTIC TANK LOCATION AS RECOMMENDED BY EARTHTEC CONSULTING LTD, SEE ADJOININGENGINEERS REPORT

OVERFLOW FROM WATERTANK TO COUNCILAPPROVED DISPOSAL METHOD

CONTRACTOR SHALL VISUALLY LOCATE PIPES ON SITEBEFORE COMMENCING FOUNDATION EXCAVATION.IF POSITION VARIES TO THAT SHOWN CONTACTALBERT VAN VLIET ARCHITECTURAL DESIGN IMMEDIATELY

SUNRISE

SUNSET

SUNSET

SUNRISE

12 11 10

98

12

3

4

11

109

87

65

11

109

87

65

WINTER SUN

SUMMER SUN

no correction for

daylight saving

RISK FACTOR

WIND ZONE

NUMBER OF STOREYS

ROOF WALL INTERSECTION DESIGN

EAVES WIDTH

ENVELOPE COMPLEXITY

DECK DESIGN

RISK SEVERITY

1

0

3

5

0

0

TOTAL 9

BUILDING ENVELOPE RISK MATRIX

ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAIN POSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO ANY WORKS COMMENCING. NOTIFY ALBERT VAN VLIETARCHITECTURAL DESIGN SHOULD DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY!

IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN ACCORDANCE WITH NZBC OR NZS 3604:1999 REQUIREMENTSSTOP WORK AND CONTACT DESIGNER IMMEDIATELY.

SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/OR ACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION SHOWN, IMMEDIATELY NOTIFY ALBERT VAN VLIETARCHITECTURAL DESIGN BEFORE COMMENCING THE WORK.

FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECS

LINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS PER NZS 3604 : 1999.

ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HAND BOOK AND APPROVED DOCUMENTS ,NZS 3604 : 1999 AND LOCAL TERRITORIAL AUTHORITY REQUIREMENTS.

WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOW OPENING SIZES PRIOR TO FABRICATION.

ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCE WITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

NOTES :

KITCHEN

LIVING ROOM

DINING

LAUNDRY

FAMILY ROOM

BATHROOM

ENTRY FOYER

BEDROOM 1

PORCH

ST

WC

ANNEX

REAR ENTRYPANTRY

WR

WR

WRBEDROOM 2

BEDROOM 3

PORCH

shr

bathwc

VANITY

tub

w/m

dryer

wc

OLD BRICK FIREPLACE REMOVED



1795

0 AP

PROX

EXISTING LOWER FLOORA 1 @ 1 : 1 0 0A 3 @ 1 : 2 0 0

900sqSHR

wc

MASTER BEDROOM (1)

RUMPUS ROOM

ENSUITE

WR

SPARE ROOM

WR

VANITY

CDCD

dp dp

dp

dp

dp

dp

EXISTING UPPER FLOORA 1 @ 1 : 1 0 0A 3 @ 1 : 2 0 0


Job title:

Scale @ A1: Date:

Drawn:

Revision:

Job No.

Sheet No.of

Sheet contents:

Rev. Date Details



RM

07/09

6

1206


Tel. (09) 238 4648Fax. (09) 238 4649Mob. 021 684 954






dp

extg dp

extg dp

GS2(10)M2 2.7m

tub w/m dryer

1

23456

78910

1112131415

16

760

KITCHEN

LIVING ROOM

DINING

FAMILY ROOM

BATHROOM

ST

WR

BEDROOM 3

shr

bathwc

VANITY

810

710

1600

9021

00

1190 90

dn

7000

90 6820 90

8000

7910

90

760

up

FRAME UP LOWER FLOOR LANDING.

pantry

GARAGE / WORKSHOP

1000

ACCESS TO HOUSE SUBFLOOR.

EXISTING UPSTAIRS DOOR UNIT.

DECK PFCs ABOVE ROOF (DASHED).

f.f.l 29.45

f.f.l 26.55



A6

B6

C6

A6

B6

C6

BEAM 1 - 310 UB 40

BEAM

2 -

250

PFC

BEAM

3 -

180

PFC

BEAM 4 - 2/190x45 MSG8

89x89x5mm SHS POST.

89x89x5mm SHS POST.

89x89x5mm SHS POST.

BEAM

3 -

180

PFC

BEAM 5 - 2/190x45 MSG8

EXTG DOOR REMOVED AND NEW 1400h x 700w WINDOW INSTALLED, RETAIN EXTG LINTEL ABOVE.

A/14/10 - 2TRIM:1415x1015

fixing type FL = 2/140x45 H3.1 MSG8

A/14

/10

- 2TR

IM:1

415x

1015

fixin

g ty

pe F

L =

2/1

40x4

5 H3

.1 M

SG8

A/14

/10

- 2TR

IM:1

415x

1015

fixin

g ty

pe F

L =

2/1

40x4

5 H3

.1 M

SG8

L =

BEA

M 2

- 25

0 PF

CTR

IM:2

140x

4880

21/4

8, S

ectio

nal d

oor

L =

2/1

40x4

5 H3

.1 M

SG8

fixin

g ty

pe F

TRIM

:201

5x81

520

/8 -

Alum

in. d

oor

M

A B

N

NAIL OFF CEILING AS GIB CEILING DIAPHRAGM AS PER NZS 3604:1999

PROVIDE DOUBLE STUD IN NEW JACKWALL FRAME DIRECTLY BENEATH POINT LOAD FROM DECK ABOVE.

B

L=2/190x45 MSG8B

B

DS

GS2(10)M1 2.7m

GS

2(10

)B

10.

5mG

S2(

10)

B2

2.1m

BL1(10)N1 4.8m

GS

2(10

)A

10.

45m

GS

2(10

)A

21.

3mG

S2(

10)

A3

0.40

mbth12

rainwater head

rainwater head

rainwater head

rainwater head

DS

DS

DS

DS

1675x762bath

NEW BTHRM(vinyl)

wc

900 recessvanity

1000sqshr

htr

550mmø 180l hwc (dotted) under floor

MASTER BEDROOM (1)

RUMPUS ROOM

EXTGENSUITE

OFFICE

WR

CDCD

dp dp

dp

dp

dp

dp

UPPER FLOOR PLAN 1 : 5 0 AREA: 74m² approx

510

510

510

510

shower

700

90

NEW DECK

vanity

wc

existing tv and vertical dropper fromupstairs fittings

DN65, 1:40

DN65, 1:40

DN10

0, 1

:60

sh12

WINDOW RETAINED, FRAME IN ON INSIDE OF JAMB LINERS & INSTALL SHOWER WALL LINER OVER.

NEW CUSTOM MADE TIMBER FRAME WINDOW TO MATCH EXTG.

EXTG FIXTURES REMOVED & NEW FIXTURE CONNECTED INTO EXTG SS STACK

NEW CUSTOM MADE TIMBER FRAME WINDOW TO MATCH EXTG.

floor plans

1:50

20

LOWER FLOOR PLAN A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

AREA: 56m² approx

ELEVATION KEY

12

34

DS =

STUD KEYDOUBLE STUD UNDER BEAM

BRACING LEGENDbrace number brace type brace length

BL1A1 2.4m

LINTEL & TOP PLATE FIXINGLINTEL FIXING TYPE

BL=2/150x50FIXING TYPE b

TRIM:2010x81520/8,A

TOP PLATE FIXING TYPE

OPENING GEOMETRY

WATERPROOFING DETAILS

APPLY ARDEX WPM 001 UNDERTILE WATERPROOFING MEMBRANETO ENSUITE AND BATHROOM FLOOR.

ARDEX WPM 001 UNDERTILE WATERPROOFING MEMBRANE SHALLSHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS. SEE ADJOINING LITERATURE

SCHEDULE OF FINISHES

FOR THE WATERPROOFING OF WALLS THE FOLLOWING FINISHES MUST BE ADHERED TO :

BATHROOM AND ENSUITE :KITCHEN :

3 COATS ACRYLIC SEALER PLUS 2 COATS SEMI ENAMEL2 COATS ACRYLIC SEALER PLUS 2 COATS LOW SHEEN

MAX STUD LENGTH(mm)

STUD SIZE AND SPACING

2400 90x45 H3.1 MSG8 @ 600crs2700

3000

3600

STUD SIZING

90x45 H3.1 MSG8 @ 480crs

for exterior load bearing walls : SINGLE or TOP STOREY : HIGH WIND

90x45 H3.1 MSG10 @ 600crs90x70 H3.1 MSG8 @ 600crs90x45 H3.1 MSG10 @ 480crs90x90 H3.1 MSG10 @ 480crs

: PROPOSED FRAMED WALLS

: EXISTING FRAMED WALLS

: REMOVED WALLS

WALL KEY

LINTEL FIXING

LINTEL

TYPE F (4.0kN)

2/TYLOK 2T4's ONE SIDE OF STUD

6 x 90x3.15 NAILS

2 x 90x3.15 NAILS DIRECTLY BELOW LINTEL

90x3.15 NAILSTRIMMER STUD TO UNDERSTUD AT 250crs

4T5 ONE SIDE OF STUD

2/90x3.15 PLAIN STEEL WIRE NAILSDRIVEN VERTICALLY INTO STUD +SINGLE TYLOK 2T4 PLATE

TOP PLATE FIXING

TYPE B (1.7kN)

15

2

GIB BOARD AQUALINE TOSHOWER AREA ONLY

ACRYLIC WALL BOARD LINING (3mm).PRIMESEAL BOTH SIDES OF LOWER EDGE OFGIB. TO 200mm HIGH

6mm WIDE SILICONE SEALANT

5-10mm GIB TO BASE CLEARANCE

PREFORMED SHOWER BASE

to avoid waste outlet-no joists-435mm FROM WALL FRAMING (FOR 900 BASE)500mm FROM WALL FRAMING (FOR 1000 BASE)

CLCL

115

6

shr base width

SHR BASE DETAIL1:5

sh12

WALL LINING CONTINUOS

BLOCKING

TILE SPLASHBACK BATH SURROUND/WALL LINER

SILICONE SEALANTBATH

3 mm CLEARANCE

to avoid waste outlet-no joists-220mm FROM END WALL FRAMING TO WASTE360mm FROM SIDE WALL FRAMING TO WASTE

CLCL

BATH DETAIL1:5

bth12

SUPERLUX OR SIMILAR WATERPROOFINGPAINT BOTH SIDES & EDGES OFGIB TO 300 HT

MANUFACTURED EDGE

BLOCKING

RECESS BATH LIPAS NEC. INTO FRAMING

45 to 60mm 32 to 50mm

90m

m m

in

HANDRAIL FIXING DETAILhr2

METAL HANDRAIL BRACKET WITH PROPRIETORY FIXINGS TO WALL

TIMBER HANDRAIL OR AS SELECTED FIXED TO BRACKET

NOTE:ALL HANDRAIL, FIXINGS ETC TO COMPLY WITH NZBC D1/AS1



Job title:

Scale @ A1: Date:

Drawn:

Revision:

Job No.

Sheet No.of

Sheet contents:

Rev. Date Details



RM

07/09

6

1206


Tel. (09) 238 4648Fax. (09) 238 4649Mob. 021 684 954






mid-floor framing plandetails

1:501:10

30

810

760

EXISTING 100x50 JOISTS @450crs

EXTG 2/140x45 BEARER



EXIS

TING

100

x50

JOIS

TS @

450c

rs

EXTG

100

x75

BEAR

ERON

EDG

E

EXTG

100

x75

BEAR

ERON

EDG

E

EXTG

100

x75

BEAR

ERON

EDG

E

EXTG

100

x75

BEAR

ERON

EDG

E

EXTG

100

x75

BEAR

ERON

EDG

E

EXIS

TING

100

x100

BEA

RER

ON F

LAT

+ A

DDIT

IONA

L 10

0x75

ON

EDGE

UND

ERNE

ATH

EXTG

2/1

40x4

5 BE

ARER

EXTG

2/1

40x4

5 BE

ARER

NEW

2/1

40x4

5 H3

.1

MSG

8 BE

ARER

EXIS

TING

140

x45

JOIS

TS @

450c

rs

NEW 2/140x45 H3.1 MSG8 BEARER PACKED OFF & BOLT FIXED WITH M12 GALV. TO EXISTING HOUSE PILES TO SUPPORT EXISTING WALL ABOVE.

NEW & EXISTING BEARER ENDS SUPPORTED ON DBLE STUDS IN JACK WALL FRAMING.

dn

solid blocking @ mid-span

EXISTING BEARER LINE & PILES SHOWN DASHED REMOVED EXISTING FLOOR TO BE SUPPORTED ON NEW JACK WALL FRAME BELOW (HATCHED)

solid blocking @ mid-span

rainwater head

rainwater head

rainwater head

rainwater head

1:60 fall1:60 fall

gutte

r fal

lgu

tter f

all

gutte

r fal

lgu

tter f

all

A6

B6

C6

A6

B6

C6

H3.1 240x45 MSG8 DECK JOISTS @ 450crs.

2/150x45 MSG8 H3.2 BEARERS SEATED ON 125sq PILES CAST INTO 400dia x MIN. 2.5m DEEP CONC. FOOTINGS.

1:60

fall

existing tv and vertical dropper fromupstairs fittings

extg gt

extg gt

IJ

CONNECT NEW FIXTURES INTO EXTG GT & SS SYSTEM.

EXTG TV AND DRAIN REMOVED (DASHED).

REPOSITION SS DRAIN AS REQUIRED TO CLEAR NEW ADDITION.

IB

BEAM 1 - 310 UB 40

BEAM

2 -

250

PFC

DN100, 1:60

DN65

, 1:4

0

EXTG FIXTURES RETAINED UNALTERED

SUSPENDED NEW WASTE PIPES UNDER FLOOR JOISTS, SUPPORT @ 1m crs.

WHERE EXISTING BRACED PILES REMOVED, REFIX DIAGONAL BRACE ENDS TO EXTG FLOOR JOISTS, PROVIDE ADDITIONAL BLOCKING OF JOISTS AS REQUIRED.

1100

900

WHERE EXISTING BRACED PILES & BRACES REMOVED (SHOWN DOTTED) SUPPLEMENTRAY BRACING HAS BEEN INCLUDED IN GARAGE WALL BRACING IN THE LINE OF EXISTING BRACES. - 2 SETS OF BRACED PILES REMOVED = 320BU, ADDITIONAL 320BU INCLUDED IN GRID LINE 'N'. REFER ADJOINING BRACING CALCS.

900min HIGH HANDRAIL TO TIMBER STAIRS. DETERMINE NUMBER OF STAIRS ON SITE.

EXTG SUBFLOOR BRACES REMOVED (DOTTED)

m23

m33

m83

m43

m73

m53

m13

m93

m93

m103

m63

DN65, 1:40

MID-FLOOR PLAN A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

TIMBER TREATMENTREQUIREMENTS SPECIFICATIONS

FloorsEnclosed sub floor joistsExposed sub floor joistsMid floor joistsBoundary JoistsWet areasPilesBearers

H 1.2H 3.2

Chem FreeH 3.1H 3.1H 5

H 3.2

Kiln DriedWet

Kiln DriedKiln DriedKiln Dried

WetKiln Dried

Exterior wallsInterior wallsWet area walls

H 3.1Chem Free

H 3.1

Kiln DriedKiln DriedKiln Dried

Walls

RoofsTrusses framingSkillion roofFlat roof (10° or less)Valleys

Chem FreeH 1.2H 3.1H 3.1

Kiln DriedKiln DriedKiln DriedKiln Dried

DecksExposed DeckingExposed JoistsExposed BearersEnclosed JoistsEnclosed Bearers

H 3.2H 3.2H 3.2H 3.1H 3.1

WetWetWet

Kiln DriedKiln Dried

LandscapingPergola framingPergola postsFence palings, battens & railsFence postsRetaining PolesRetaining rails

H 3.2H 5

H 3.2H 4H 5H4

WetWetWetWetWetWet

OUTSIDE SEA SPRAY ZONE

LOCATION TREATMENT LEVEL

FIXINGS TREATMENT

REFER TO NZS 3604:1999 TABLE 4.1. & SPECIFICATION FOR DURABILITY FLOW CHART.

CLOSED (ALL LOCATIONS) STANDARD ZINC COATED STEEL PRODUCT

SHELTERED & EXPOSED (POST/FOOTING, BEAM/POST & FIXINGS ABOVE 600mm FROM GROUND LEVEL)

HOT-DIP GALVANISED STEEL

SHELTERED & EXPOSED (FIXINGS BELOW 600mm FROM GROUND LEVEL & ALL DECK STRUCTURAL FIXINGS)

TYPE 304 STAINLESS STEEL

DEFINITIONS:CLOSED- NOT EXPOSED TO RAIN, GROUND MOISTURE OR

WIND BLOWN SALTS ie. ROOF SPACE & WALL CAVITY.

SHELTERED- NOT WASHED BY DIRECT OR WIND BLOWN RAIN BUT SUBJECT TO WIND BLOWN SALTS .

EXPOSED- WASHED BY DIRECT OR WIND BLOWN RAIN ie. DECK

ROOF DECK JUNCTION DETAILm13

150

min

.

EXISTING TIMBER WEATHER BOARDS ON EXISTING TIMBER WALL FRAME.

EXISTING FLOOR STRUCTURE REMOVED (DOTTED).

10mm GIB BD WALL LINING ON NEW & EXISTING WALL FRAMES.

NEW H3.1 90x45 MSG8 LOADBEARING JACKWALL FRAME SUPPORTING WHERE EXISTING FLOOR STRUCTURE REMOVED.

NURADECK WATERPROOFING MEMBRANE ON 17mm H3.2 CONSTRUCTION PLY 1:60 fall (min) OVER H3.2 TIMBER FURRING STRIPS FOR FALL ON 240x45 H3.2 MSG8 JOISTS @ 450 crs

JOISTS JOIST HANGER FIXED TO H3.1 240x45 MSG8 STRINGER FIXED TO EXISTING HOUSE STRUCTURE WITH M12 GALV. BOLTS @ 800crs. PROVIDE ADDITIONAL BLOCKING AS REQUIRED.

NUARDECK WATERPROOFING MEMBRANE RETURNED MIN. 150mm ON PAINTED 4.5mm HARDIFLEX SUBSTRATE TO FORM UPSTAND.

20mm MIN. ANGLE FILLET.

BLOCKING SUPPORT. 50m

m75

mm

min

.m

in.

R 2.2 BATTS WALL INSULATION.

10mm GIB BD CEILING LINING ON 75x35 BATTENS @ 450crs.

A 1 @ 1 : 1 0A 3 @ 1 : 2 0

existing wall frame 50m

m

125


PURPOSE MADE METAL CAP FLASHING WITH MIN. 15º FALL ON FLASHING TAPE OVER SLOPED Ex140x45mm H3.1 PLATE.

ARENA ALUMINUM BALUSTRADE FIXED THROUGH TIMBER PACKERS WITH S/STEEL C/SCREWS AS PER MANUFACTURERS SPECIFICATIONS


TIMBER BEVEL BACK WEATHER BOARDS TO MATCH EXISTING ON BREATHER TYPE BUILDING WRAP.

1000

mm

MIN

.


ROOF DECK EDGE DETAILm23 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

300mm min.



NURADECK WATERPROOFING MEMBRANE ON 17mm H3.2 CONSTRUCTION PLY 1:100 fall (min) TO GUTTER.

H3.2 GUTTER FRAMING BETWEEN FLOOR JOISTS.TIMBER BEVEL BACK WEATHER

BOARDS TO MATCH EXISTING ON BREATHER TYPE BUILDING WRAP.

PURPOSE MADE METAL CAP FLASHING WITH MIN. 15º FALL ON FLASHING TAPE OVER SLOPED Ex140x45mm H3.1 PLATE.

GUTTER DETAILm33 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

100m

mm

in.

NEW H3.1 90x45 MSG8 LOADBEARING JACKWALL FRAME SUPPORTING WHERE EXISTING SUBFLOOR STRUCTURE REMOVED.

JOISTS JOIST HANGER FIXED TO H3.1 240x45 MSG8 STRINGER FIXED TO NEW WALL FRAME WITH M12 GALV. BOLTS @ 800crs. PROVIDE ADDITIONAL BLOCKING AS REQUIRED.

R 2.2 BATTS WALL INSULATION.

EXISTING FLOOR STRUCTURE RETAINED & SUPPORTED ON NEW JACKWALL FRAME.

EXISTING PILES & BEARERS TO BE REMOVED (DASHED), HOUSE TO BE SUITABLY PROPPED PROIR TO CONSTRUCTION OF JACKWALL & SUPPORTING BLOCK FND WALL. LINE FACE OF FRAME WITH HARDIFLEX SHEET.


NUARDECK WATERPROOFING MEMBRANE RETURNED MIN. 150mm ON PAINTED 4.5mm HARDIFLEX SUBSTRATE TO FORM UPSTAND LAPPED BEHIND EXISTING WEATHERBOARDS.


EXISTING WALL FRAME

ROOF DECK JUNCTION DETAILm53 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0new wall frame



Ex.100x40 TREATED PINE DECKING ON H3.2 140x45 MSG8 DECK JOISTS @ 450crs.

1000

mm

MIN

.


50x3mm THICK EPDM WASHER. HOLE TO BE TIGHT FIT AROUND BOLT

140x45 H3.2 MSG8 STRINGER FIXED TO NEW TIMBER WALL FRAME WITH M12 S/STEEL. C/SCREWS @ 800crs. PROVIDE ADDITIONAL BLOCKING AS REQUIRED.

12mm MIN THICK H3.1 SHAPED TIMBER PACKER AT BOLT FIXINGS. SIZE TO SUIT STRINGER

H3.2 FINISHING TIMBER FIXED TO THROUGH SHAPED PACKERS.

NURADECK WATERPROOFING MEMBRANE CONTINUED 50mm MIN. DOWN FACE OF TIMBER.

190

max

ste

p.

2/140x45 H3.2 MSG8 BEARERS FIXED TO FACE OF H5 125sq PILES WITH S/STEEL M12 BOLTS & WASHERS.

LANDING DETAILm43 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

NEW 2/140x45 H3.1 MSG8 BEARER PACKED OFF & BOLT FIXED WITH M12 GALV. TO EXISTING HOUSE PILES TO SUPPORT EXISTING WALL ABOVE.

EXISTING LOAD BEARING WALL FRAMES RETAINED.

EXISTING FLOOR STRUCTURE RETAINED.

SECTION OF EXISTING FLOOR & SUB FLOOR STRUCTURE REMOVED (DASHED) TO ALLOW FOR STAIRS.

EXISTING LOAD BEARING WALL FRAME SEATED ON NEW BEARER.

LINE NEW & EXTG WALL FRAMES WITH 10mm GIB BOARD LINING.

STAIR STRINGER SPANNING FROM FLOOR TO FLOOR.

PACK OUT NEW WALL FRAME TO STAIR STRINGER AS REQUIRED. INSTALL NEW R 2.2 BATTS INSULATION TO NEW WALL FRAME & TO EXTG WALL FRAME WHERE ACCESS IS AVAILABLE.

LINE FACE OF NEW & EXTG WALL FRAMES WITH HARDIFLEX SHEET CLADDING, PAINT FINISH.

STAIRWELL DETAILm63 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

2391

f.f.l

tou/

side

of b

eam

BEAM 1 - 300 UB 40JOISTS FIXED TO PACKERS WITH JOIST HANGERS

EX 290 x 45 PACKERS SNUG FIT FIXED WITH M12 GALV BOLTS @ 800 crs, STAGGERED TOP & BOTTOM


45mm PLATE SHOT FIRED TO BOTTOM OF UB.

10mm GIB BOARD CEILING LINING.

UB TO JOISTS DETAILm73 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

BEAM 1 - 300 UB 40

10mm END PLATE 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

BEAM FIXED WITH 2/M16 GALV. BOLTS.

210x165x10mm FIXING PLATE BUTT WELDED TO BEAM.

89x89x5mm SHS POST.

TOP OF JOISTA

A SECTION A-A

60 60

40 85 40

210

UB TO SHS DETAILm83 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

10mm END PLATE 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

10mm BASE PLATE 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

8mm WEB STIFFENER 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

8mm WEB STIFFENER 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

BEAM 1 - 300 UB 40

UB FIXED TO PFC WITH 2/M16 GALV. BOLTS.

A

A BEAM 2 - 250 PFC

UB TO PFC DETAILm103 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

BEAM 2 - 250 PFC

89x89x5mm SHS POST.

8mm CAPPING PLATE 6mm FILLET WELDED TO TOP OF SHS.

10mm FIXING CLEAT 6mm FILLET WELDED ALL ROUND TO SIDE OF SHS POSTS. 20

012

0 10mm END PLATE 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

BEAM FIXED WITH 2/M16 GALV. BOLTS & WASHERS.

PFC TO SHS DETAILm93 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0



Job title:

Scale @ A1: Date:

Drawn:

Revision:

Job No.

Sheet No.of

Sheet contents:

Rev. Date Details



RM

07/09

6

1206


Tel. (09) 238 4648Fax. (09) 238 4649Mob. 021 684 954






foundation plandetails

1:501:10

40

IJ

IB

SECTIONAL DOOR REBATE. SET DOWN 25 mm BELOW SLAB LEVEL. RADIUS EDGES 10mm TO AVOID CHIPPING

100 mm CONCRETE FLOORHRC 665 MESH0.25 mm POLYTHENE25 mm SAND BLINDING100 mm min HARDFILL(HARDFILL DEPTH EXCEEDING 600mmREQUIRES ENGINEERS SPECIFIC DESIGN)

300x1000deep CONCRETE FOOTING (HATCHED)WITH 4-D16 BARS & R6 STIRRUPS @ 600crs.FOR WALL HT<600mm USE D12 FLOOR STARTERS @ 600 CRS, FOR WALL HT 600-1200mm USE D12 FLOOR STARTERS @ 600 CRS, BEND 600 INTO FLOOR.

7000

8190

1430

8190

90 1380 5530

4880

540

90 100

100



300x400deep CONCRETE FOOTINGWITH 4-D16 BARS + R6 LINKS @600 CRS + D12 FLOOR STARTERS @600 CRS, BEND 450 INTO FLOOR.

300x400deep CONCRETE FOOTINGWITH 4-D16 BARS + R6 LINKS @600 CRS + D12 FLOOR STARTERS @600 CRS, BEND 450 INTO FLOOR.

933

385

600

CL

C LC L

H5 125sq PILES CAST INTO CONC. FOOTINGS SET MIN. 2.5m DEEP.

EXTG TV AND DRAIN REMOVED (DASHED).

ORG.

IJ

IJ

sawcut

sawc

ut

190 SERIES BLOCK NIB WALL 500mm HIGH TO SUPPORT JACK WALL FRAME ABOVE (HATCHED).

DN100, 1:60

DN65, 1

:40

NOTE:GEOTECH ENGINEER TO INSPECT ALL EXCAVATIONS PROIR TO FOUNDATION MATERAILS BEEN PLACED.

110Ø NOVAFLO, DRAIN TO FREE AIR

1000 1000

EXTENT OF 45º LINE OF INFLUENCE

D12 1200long BARS @ 200crs.

DN100 PRIVATE SS DRAINS CONNECTED TO EXISTING SS SYSTEM.

f34

f14

f24

SIM.

f44

f24

FOUNDATION PLAN A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

BOTTOM PLATE ON DPC WITH M12 CHEMSETS, REID HSB12/150 ANCHORS OR SIMILAR APPROVED @ 1200 crs

TIMBER BEVEL BACK WEATHER BOARDS TO MATCH EXTG ON BREATHER BUILDING PAPER90 x 45 (MSG8) FRAMING, STUDS @ 600 crs NOGS @ 800 crsR 2.2 WALL INSULATION10 mm GIB BOARD WALL LINING

H3.1 CANT STRIP.

WALL FRAME TO SET 6mm OF EDGE OF SLAB.

1000


300

300x1000deep CONCRETE FOOTING WITH 4-D16 BARS & R6 STIRRUPS @ 600crs, D12 FLOOR STARTERS @ 600 CRS, BEND 600 INTO FLOOR.

D12 BARS @ 600crs. HORIZ.

800

FOOTING DETAILf14 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0


BOTTOM PLATE ON DPC WITH M12 CHEMSETS, REID HSB12/150 ANCHORS OR SIMILAR APPROVED @ 1200 crs

TIMBER BEVEL BACK WEATHER BOARDS TO MATCH EXTG ON BREATHER BUILDING PAPER90 x 45 (MSG8) FRAMING, STUDS @ 600 crs NOGS @ 800 crsR 2.2 WALL INSULATION10 mm GIB BOARD WALL LINING

600m

m M

IN.

400mm lapH3.1 CANT STRIP.

WALL FRAME TO SET 6mm OF EDGE OF SLAB.

D12 BARS @ 600crs. HORIZ.



400

300

FOOTING DETAILf34


A 1 @ 1 : 1 0A 3 @ 1 : 2 0

MIN 3 COATS FLINTCOTE,PROTECT WITH 25 mm POLYSTYRENE BEFOREBACKFILLING.

110dia NOVA COIL DRAIN. DRAIN TO FREE AIR.

H3.1 BOTTOM PLATE ON DPC WITH M12 CHEMSETS, REID HSB12/150 ANCHORS OR SIMILAR APPROVED @ 1200 crs

NEW H3.1 90x45 MSG8 LOADBEARING JACKWALL FRAMES SUPPORTING WHERE EXISTING FLOOR STRUCTURE REMOVED.



STAIR STRINGER SPANNING FLOOR TO FLOOR.

LINE FACE OF NEW & EXTG WALL FRAMES WITH HARDIFLEX SHEET CLADDING, PAINT FINISH.

EXISTING FLOOR STRUCTURE REMOVED (DOTTED).

FOOTING DETAILf24

400

300


A 1 @ 1 : 1 0A 3 @ 1 : 2 0

GARAGE DOOR REBATEf44 A1 @ 1 : 1 0

A3 @ 1 : 2 0

25 mm REBATE FOR GARAGE DOORRADIUS EDGES 10 mm TO AVOID CHIPPING.100

25100



Job title:

Scale @ A1: Date:

Drawn:

Revision:

Job No.

Sheet No.of

Sheet contents:

Rev. Date Details



RM

07/09

6

1206


Tel. (09) 238 4648Fax. (09) 238 4649Mob. 021 684 954






upper deck / dormer framing plandetails

1:501:10

50

dp dp

dp

extg dp

510

510

510

510

700

90

EXISTING WALL FRAME BELOW (DASHED)

180 PFC DECK BEAMS CUT THROUGHT EXISTING MID-FLOOR BNDY JOISTS & PACKED OFF (AS REQUIRED) & SEATED ON EXISTING WALL FRAME BELOW.

89x89x3.5 SHS POSTS CUT THROUGH ROOF & SEATED ON WALL FRAMING.

H3.2 240x45 MSG8 BNDY JOISTS BOLT FIXED TO PFC.

H3.2 190x45 MSG8 STRINGER BOLT FIXED TO PFC WITH M12 S/STEEL. BOLTS & WASHER @ 1200crs. BE

AM 3

- 18

0 PF

C

UPPER DECK / DORMER FRAMING PLAN A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

BEAM

3 -

180

PFC

2/190x45 MSG8 H3.2 BEARERS FACE FIXED BETWEEN STRINGERS WITH S/STEEL J/HANGERS.

H3.2 190x45 JOISTS @450crs FIXED BETWEEN BEARERS WITH S/STEEL J/HANGERS.

H3.2 190x45 MSG8 STRINGER FIXED TO EXISTING BNDY JOIST WITH M12 S/STEEL. BOLTS & WASHER @ 800crs. DO NOT BOLT THROUGH SHOE FLASHING FLANGE.

EXISTING ROOF OUTLINE BELOW (DASHED)extg dp

extg dp

EXTG RIDGE BOARD.

EXTEND EXTG ROOF FACE TO NEW RIDGE POSITION.

NEW DBLE 140x45 H3.1 MSG8 DORMER RAFTERS SUPPORTED ON NEW DBLE STUDS AT WALL LINE.

DORMER RAFTER ENDS FIXED TO EXTG RIDGE BEAM WITH MULTI GRIPS EACH SIDE.

DBLE 140x45 H3.1 MSG8 GABLE END RAFTERS.

150 2407 150

364

926

150

H3.1 140x45 MSG8 HIP RAFTERS.

DBLE 140x45 H3.1 MSG8 RAFTERS TO SUPPORT RIDGE BEAM END.

r35

r45

r25

r15

r55

r75

r85

r55 SIM.

r65


NEW BEAM 4 - 2/190x45 MSG8 INSTALLED IN EXISTING WALL FRAME OVER NEW OPENING.

BEAM FIXED TO EXTG TOP PLATE WITH M12 GALV. BOLTS & 50x50x3mm GALV. WASHERS. PROVIDE ADDITIONAL BLOCKING OR JACK FRAMING AS REQUIRED.

80x80x10mm FIXING CLEAT 6mm CONT. FILLET WELD TO BEAM FLANGE. BOTH SIDES

10mm END PLATE/WEB STIFFENER 6mm CONT. FILLET WELDED ALL ROUND TO BEAM.

EXTG ROOF STRUCTURE RETAINED.

BEAM 3 - GALV. 180 PFC DECK BEAMS CUT THROUGHT EXISTING MID-FLOOR BNDY JOISTS & PACKED OFF (AS REQUIRED) & SEATED ON EXISTING WALL FRAME BELOW.

GALV. SADDLE FLASHING SEATED OVER PFC, FLASHING FLANGES TO LAP BEHIND EXTG WEATHER BDS. DRESS NEW FLASHING TAPE OVER FLASHING AND 100mm UP WALL FRAME.

DECKING POSITION (DASHED). ENSURE 12mm GAP BETWEEN DECK AND HOUSE CLADDING.

30 50

50

90

30mm DRIP EDGE BELOW BEAM.

HEMMED EDGES.

PCF DECK BEAM CONNECTION DETAILA 1 @ 1 : 1 0A 3 @ 1 : 2 0

r15 EXTG ROOF STRUCTURE

RETAINED.

ARENA ALUMINUM BALUSTRADE FIXED THROUGH TIMBER PACKERS WITH S/STEEL BOLTS & WASHERS AS PER MANUFACTURERS SPECIFICATIONS.

BEAM 3 - GALV. 180 PFC DECK BEAMS CUT THROUGHT EXISTING MID-FLOOR BNDY JOISTS & PACKED OFF (AS REQUIRED) & SEATED ON EXISTING WALL FRAME BELOW.

EX 190 x 45 STRINGERS SNUG FIT FIXED WITH M12 GALV BOLTS @ 800 crs, STAGGERED TOP & BOTTOM.

90

H3.2 240x45 MSG8 BNDY JOIST.

Ex100x40 TREATED PINE DECKING ON H3.2 190x45 MSG8 JOISTS @ 450crs.

DECK JOISTS FIXED BETWEEN BEARERS WITH S/STEEL J/HANGERS

1000

mm

MIN

.

DECK EDGE DETAILr45 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0


EXTG ROOF STRUCTURE RETAINED.

DECKING POSITION (DASHED). ENSURE 12mm GAP BETWEEN DECK AND HOUSE CLADDING.

50x3mm THICK EPDM WASHER. HOLE TO BE TIGHT FIT AROUND BOLT

Ex.100x40 TREATED PINE DECKING ON H3.2 140x45 MSG8 DECK JOISTS @ 450crs.

190x45 H3.2 MSG8 STRINGER FIXED TO EXTG MID FLOOR STRUCTURE WITH M12 S/STEEL. C/SCREWS @ 800crs. PROVIDE ADDITIONAL BLOCKING AS REQUIRED.

12mm MIN THICK H3.1 SHAPED TIMBER PACKER AT BOLT FIXINGS. SIZE TO SUIT STRINGER

POITION OF PFC DECK BEAM (DASHED) INDICATED BEYOND.

EXTG TIMBER WTHR BDS.

DECK STRINGER/JUNCTION DETAILr25 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

DEKTITE TILEFLASH BOOT TO 89dia GALV CHS TUBE DECK SUPPORT. INSTALLED AS PER MANUFACTURERS SPECIFICATIONS

89dia x 4.8mm GALV CHS TUBE DECK SUPPORT THROUGH EXTG ROOF & INTO EXTG GABLE END FRAMING.

200x90x6mm FIXING CLEAT 6mm FILLET WELDED TO TUBE BASE PLATE & CENTRALISED IN NEW DBLE STUDS.

200

6010

040

NEW H3.1 DBLE STUDS INSTALLED IN EXTG WALL FRAME.

90sq x 6mm BASE END CAP 6mm FILLET WELDED ALL ROUND TO BOTTOM OF TUBE.

90sq x 6mm BASE END CAP 6mm FILLET WELDED ALL ROUND TO BOTTOM OF TUBE.

DECK SUPPORT WELDED TO U/SIDE OF PFC DECK DECK.

EXTG ROOF STRUCTURE INDICATIVE ONLY. CONFIRM ON SITE.

DECK CHS SUPPORT DETAILr35 A 1 @ 1 : 1 0

A 3 @ 1 : 2 0

25x1mm STRAP OVER TOPS OF RAFTERS WITH 6/30x2.5mm NAILS INTO EACH RAFTERS.

RAFTERS FIXED TO RIDGE BEAM WITH 6/100x3.75mm SKEWED NAILS & 2/WIRE DOGS EACH SIDE.

NEW ROOF TILES TO MATCH EXTG ON 45x45 BATTENS.

2530

f.f.l

tou/

side

of b

eam

4T15 TYLOK PLATE TO RAFTER & RIDGE BEAM END.

H3.1 140x45 MSG8 RIDGE BEAM.

A 1 @ 1 : 1 0A 3 @ 1 : 2 0

DORMER RIDGE BEAM DETAILr55

A 1 @ 1 : 1 0A 3 @ 1 : 2 0

DORMER DETAILr65

NEW ROOF TILES TO MATCH EXTG ON 45x45 BATTENS.

150

DBLE STUDS TO U/SIDE OF RAFTERS.

2/140x45 H3.1 MSG8 GABLE END RAFTERS SEATED ON JACKWALL FRAMED OFF NEW DBLE 140x45 H3.1 MSG8 DORMER RAFTERS.

PVC GUTTER ON TIMBER FASCIA BOARD TO MATCH EXTG. CUT DOWN END OF RAFTER TO FORM O/HANG.

NEW DBLE 140x45 H3.1 MSG8 DORMER RAFTERS SUPPORTED ON NEW DBLE STUDS AT WALL LINE.

4T10 TYLOK PLATES BOTH SIDES OF BUILT UP STUDS.

HARDIFLEX SOFFIT LINING TO U/SIDE OF RAFTERS.

FLEXIABLE APRON FLASHING DRESSED INTO TILE PANS.

EXTG ROOF STRUCTURE.

CUSTOM MADE TIMBER FRAME WINDOW TO MATCH EXTG.

150NEW ROOF TILES TO MATCH EXTG ON 45x45 BATTENS.

TIMBER FASCIA BOARD TO MATCH EXTG. CANTI. BATTENS TO FORM O/HANG.

HARDIFLEX SOFFIT LINING.

2/140x45 H3.1 MSG8 GABLE END RAFTERS.

45mm PLATE TO U/SIDE OF RAFTERS.

10mm GIB BD CEILING LINING ON 75x35 CEILING BATTENS.

A 1 @ 1 : 1 0A 3 @ 1 : 2 0

DORMER VERGE DETAILr75

INSTALL NEW R 2.2 BATTS INSULATION TO NEW WALL FRAME & TO EXTG WALL FRAME WHERE ACCESS IS AVAILABLE.

CUSTOM MADE TIMBER FRAME WINDOW TO MATCH EXTG.

NEW H3.1 90x45 MSG8 WALL FRAME, STUDS @ 600crs MAX. LINED WITH 10mm GIB AQUALINE. 35

mm FLEXIABLE ARPON FLASHING

MIN. 200mm LONG, DRESSED INTO TILE PANS.

EXTG RAFTERS CUT BACK TO ALLOW FROM NEW DORMER. RAFTER ENDS FIXED TO WALL PLATE WITH MULTIGRIPS EACH SIDE.

H3.1 140x45 MSG8 WALL PLATE FIXED TO NEW WALL FRAME.

A 1 @ 1 : 1 0A 3 @ 1 : 2 0

DORMER ROOF JUNCTION DETAILr85



Job title:

Scale @ A1: Date:

Drawn:

Revision:

Job No.

Sheet No.of

Sheet contents:

Rev. Date Details



RM

07/09

6

1206


Tel. (09) 238 4648Fax. (09) 238 4649Mob. 021 684 954






cross sectionscladding details

1:501:3

60

SECTION A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

C2

NEW BTHRMFAMILY ROOM

EXISTING 100x50 WALL FRAMING

EXISTING TIMBER FLOOR STRUCTURE.

EXISTING STRUCTURE TO BE SUITABILITY PROPPED & EXISTING BEARER & PILES (DASHED) TO BE REMOVED.

NEW JACK WALL FRAMES WITH 90x45 MSG8 STUDS @ 480crs & NOGS @ 800crs SEATED ON NEW BLOCK FND WALL TO SUPPORT EXISTING STRUCTURE ABOVE.

EXISTING TIMBER FLOOR STRUCTURE.

PAINTED HARDIFLEX SHEET CLADDING TO EXTERIOR OF JACK WALL FRAMES.

EXISTING ROOFSTRUCTURE

180 PFC DECK BEAMS.

Ex100x40 H3.2 DECKING ON H3.2 190x45 DECK JOISTS @ 450crs.

1000h ALUMIN. HANDRAIL TO DECK EDGE.

r45

f24

2420

f.f.l

to u

/sid

e of

bat

tens

SECTION A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

A2

GARAGE

NEW DECK

NEW DECK

KITCHEN

RUMPUSROOM Ex100x40 H3.2 DECKING

ON H3.2 190x45 DECK JOISTS @ 450crs.

1000h ALUMIN. HANDRAIL TO DECK EDGE.

EXISTING TIMBER FLOOR STRUCTURE (DASHED) REMOVED TO ALLOW FOR STAIRS.



TIMBER BEVEL BACK WEATHER BOARDS TO MATCH EXISTING ON BREATHER TYPE BUILDING WRAP TO 90x45 MSG8 WALL FRAME WITH STUDS @ 600crs & NOGS @ 800crs.

10mm GIB BOARD STANDARD CEILING LINING 70x35 TIMBER BATTENS @400crs. CEILING NAILED OFF AS CEILING DIAPHRAGM AS PER NZS3604:1999


10mm GIB BOARD WALL LINING.

f.f.l 26.55

f.f.l 29.45

f34

m23

m73m1

3

2357

2675

3793

4139

SECTION A 1 @ 1 : 5 0A 3 @ 1 : 1 0 0

B2

GARAGE

f.f.l 26.55



LANDING FOOTING POSITION SHOWN BEYOND (DASHED).

2140

gara

ge d

oor t

rim h

eigh

t

2015

wind

ow tr

im h

eigh

t

SELECTED ALUMIN. JOINERY WITH TIMBER FACINGS TO MATCH EXTG WINDOWS.


EXTG PUBLIC 300dia SS DRAIN.

m33

f14

10

50m

m m

in

10m

m

H3.1 treated timber cant strip

Lintel

Aluminium head flashing with 15° slope

Selected interior lining

Window linerWaterproof air seal

Face nail weatherboards to lintel

Timber Weatherboard

7.5m

m g

apno

min

al

Timber Trim

70mm H3.1 treated timber packer to suit

Window frame (refer to window manufacturer for method of support and fixing)

70mm x 35mm H3.1 treated timber packer

5mm x 3mm inseal 3109 optional

60 x 3.15mmØ jolt head nails.

Flashing tape over wrap required in corners only

Proprietary tape or alternatively additional layer of building wrap over head flashing

5mm

min

5mm offset

*Outer face of weatherboard

min

cove

r

*

WINDOW HEAD DETAILwb12 A 1 @ 1 : 3

A 3 @ 1 : 6

10

Sill

flas

hing

20m

m p

ast w

indo

w

Building wrap


Timber Trim. Mitre or extend to top of head flashing fix with 75mm x 3.15mm jolt head nails

60 x 3.15mmØ jolt head nails.

70mm H3.1 treated timber packer to suit

Scriber cut fit board

Planted sill

Sill flashing position


Window linerWaterproof airseal

Flashing tape 100mm upstand on jamb

7.5m

m g

apno

min

al

5mm x 3mm inseal 3109 optional

Note wider stud required

Line of head flashing over, extends past scriber min 10mm

Timber Weatherboard

5mm gap min.

WINDOW JAMB DETAILwb22 A 1 @ 1 : 3

A 3 @ 1 : 6

5mm

\Pga

p


Window liner


7.5m

m g

apno

min

al

H3.1 treated timber planted sill or trim

Timber trim facing beyond

Timber weatherboard

Sill flashing sloped 5° min from under the aluminium window profile, with 10mm turn up at each end.Cut sill plate or add sloping packer to suit

Waterproof airseal to perimeter of trim cavity with expandable foam or sealant as per section 9.1.6 of E2/AS1

For flashing tape detail refer to Figures 72 & 90 of NZBC clause E2/AS1.

General notes for materials selection1. Flashing materials must be selected based on environmental exposure, refer to NZS 3604 and Table 20 of NZBC clause E2/AS1.2. Building wrap must comply with acceptable solution NZBC clause E2/AS1 & NZS 3604. 3. Flashing tape must have proven compatibility with the selected building wrap and other materials with which it comes into contact as per Table 21 of NZBC clause E2/AS1.

10m

mm

in

35m

m m

in c

over

WINDOW SILL DETAILwb32 A 1 @ 1 : 3

A 3 @ 1 : 6

D.P.C.

Bottom plate

Building wrap

50m

m

Ground level

25mm wide cant strip. H3.1 treated timber. Thickness to suit selected weatherboard

Concrete slab / footing

150m

m to

per

man

ent p

avin

g or

225

mm

min

toun

pave

d gr

ound

to c

laus

e 9.

1.3

of E

2/A

S1

Timber weatherboard

Timber weatherboard

FOUNDATION DETAILwb42 A 1 @ 1 : 3

A 3 @ 1 : 6

Compound mitre corner of weatherboards.

Face nail weatherboards to corner stud only

Timber weatherboard

Building wrap continuous around corners

60mm

60m

m

50mm x 50mm uPVC corner flashing over building wrap

EXTERNAL CORNER DETAILwb52 A 1 @ 1 : 3

A 3 @ 1 : 6

Corner soaker.

50m

m m

incl

ear g

ap

75m

m m

in

130mm or 200mm min see note

flash

ing

leg

abov

e bt

mof

wea

ther

boar

d

Timber weatherboard

nog as required

roof underlay continued up behind flashing

flashing dressed into pans of tile

flashing

*refer figure 7 and table 7 of e2/as1document

h3.1 treated timber cant strip

building wrap lap over roof underlay

flashing tape or extra layer of building wrap over flashing

APRON FLASHING DETAILwb62 A 1 @ 1 : 3

A 3 @ 1 : 6

50m

m m

incl

ear g

ap

75m

m m

in

flash

ing

leg

abov

e bt

mof

wea

ther

boar

d

Timber weatherboard

nog as required

roof underlay continued up behind flashing

flashing dressed into pans of tile, 150mm min. cover.

flashing

roof framing

h3.1 treated timber cant strip

building wrap lap over roof underlay

flashing tape or extra layer of building wrap over flashing

APRON FLASHING DETAILwb72 A 1 @ 1 : 3

A 3 @ 1 : 6

GIB BD LINING WITH MIN R2.2 INSULATION TO WALL CAVITY.

HEAD FLASHING TO LAP OVER WINDOW FRAME & FACING. EXTEND FLASHING TO OUTSIDE EDGE OF FACINGS. LAP 2ND BLD PAPER OVER.

HEAD FLASHING BLD PAPER TO CONTINUE ROUND OPENING WITH FLASHING TAPE TO CORNERS & AIR SEAL TO JAMB LINER.HEAD FACING.

TIMBER JOINERY.

SOFFIT LINING.

WINDOW HEAD DETAILwb82 A 1 @ 1 : 3

A 3 @ 1 : 6

TIMBER WTHR BD CLADDING OVER BLD PAPER (DOTTED) TO TIMBER FRAME.

AIR SEAL.

TIMBER FACINGS TO MATCH EXTG.

TIMBER JOINERY TO MATCH EXTG.

TIMBER SCRIBER.

SILL LINE SHOWN.

WINDOW JAMB DETAILwb92 A 1 @ 1 : 3

A 3 @ 1 : 6

SILL FLASHINGGIB BD LINING WITH R2.2 INSULATION TO WALL CAVITY.

SILL TRAY FLASHING OVER BLD PAPER.

BLD PAPER TO CONTINUE ROUND OPENING WITH FLASHING TAPE TO CORNERS & AIR SEAL TO JAMB LINER.

TIMBER JOINERY TO MATCH EXTG.

TIMBER WTHR BD CLADDING OVER BLD PAPER (DOTTED) TO TIMBER FRAME.

TIMBER BEAD.

WINDOW SILL DETAILwb102 A 1 @ 1 : 3

A 3 @ 1 : 6

89

E X T E R N A L M O I S T U R E

D E P A R T M E N T O F B U I L D I N G A N D H O U S I N G 1 J u l y 2 0 0 5

Acceptable Solut ion E2/AS1

Figure 63: Rainwater head and scupper opening in membrane

Paragraphs 8.5.6 d) and f)

NOTE: (1) A preformed scupper unit may be used, but this will require specific design.

(2) External corners of scupper opening to be formed as shown in Figure 57.

Amend 2Jul 2005


Documents

EXISTING PUBLIC SS DRAIN.153settlementroad.nz/wp-content/uploads/2020/05/... · wb4 6 site plan elevations 1:100 0 1 O 25/07/09 building consent issue 268” 19’ 20.116m 268”