existing public ss drain.153settlementroad.nz/wp-content/uploads/2020/05/... · wb4 6 site plan...
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![Page 1: 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”](https://reader034.vdocuments.mx/reader034/viewer/2022050520/5fa3d4614639e47458081e19/html5/thumbnails/1.jpg)
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
OLD BRICK FIREPLACE REMOVED
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
![Page 2: 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”](https://reader034.vdocuments.mx/reader034/viewer/2022050520/5fa3d4614639e47458081e19/html5/thumbnails/2.jpg)
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 :
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
POINT 'X'I.L - 22.41
POINT 'Y'I.L - 22.76
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
O 25/07/09 building consent issue
![Page 3: 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”](https://reader034.vdocuments.mx/reader034/viewer/2022050520/5fa3d4614639e47458081e19/html5/thumbnails/3.jpg)
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 :
mid-floor framing plandetails
1:501:10
30
810
760
EXISTING 100x50 JOISTS @450crs
EXTG 2/140x45 BEARER
EXTG 2/140x45 BEARER
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
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
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
20mm MIN. ANGLE FILLET.
TIMBER BEVEL BACK WEATHER BOARDS TO MATCH EXISTING ON BREATHER TYPE BUILDING WRAP.
1000
mm
MIN
.
10mm GIB BD CEILING LINING ON 75x35 BATTENS @ 450crs.
ROOF DECK EDGE DETAILm23 A 1 @ 1 : 1 0
A 3 @ 1 : 2 0
300mm min.
20mm MIN. ANGLE FILLET.
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
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.
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
NUARDECK WATERPROOFING MEMBRANE RETURNED MIN. 150mm ON PAINTED 4.5mm HARDIFLEX SUBSTRATE TO FORM UPSTAND LAPPED BEHIND EXISTING WEATHERBOARDS.
20mm MIN. ANGLE FILLET.
EXISTING WALL FRAME
ROOF DECK JUNCTION DETAILm53 A 1 @ 1 : 1 0
A 3 @ 1 : 2 0new wall frame
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
ARENA ALUMINUM BALUSTRADE FIXED THROUGH TIMBER PACKERS WITH S/STEEL C/SCREWS AS PER MANUFACTURERS SPECIFICATIONS
Ex.100x40 TREATED PINE DECKING ON H3.2 140x45 MSG8 DECK JOISTS @ 450crs.
1000
mm
MIN
.
10mm GIB BD CEILING LINING ON 75x35 BATTENS @ 450crs.
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
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
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
O 25/07/09 building consent issue
![Page 4: 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”](https://reader034.vdocuments.mx/reader034/viewer/2022050520/5fa3d4614639e47458081e19/html5/thumbnails/4.jpg)
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 :
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
POINT 'X'I.L - 22.41
POINT 'Y'I.L - 22.76
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
100 mm CONCRETE FLOORHRC 665 MESH0.25 mm POLYTHENE25 mm SAND BLINDING100 mm min HARDFILL(HARDFILL DEPTH EXCEEDING 600mmREQUIRES ENGINEERS SPECIFIC DESIGN)
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
NOTE:GEOTECH ENGINEER TO INSPECT ALL EXCAVATIONS PROIR TO FOUNDATION MATERAILS BEEN PLACED.
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.
100 mm CONCRETE FLOORHRC 665 MESH0.25 mm POLYTHENE25 mm SAND BLINDING100 mm min HARDFILL(HARDFILL DEPTH EXCEEDING 600mmREQUIRES ENGINEERS SPECIFIC DESIGN)
300x400deep CONCRETE FOOTING WITH 4-D16 BARS & R6 STIRRUPS @ 600crs, D12 FLOOR STARTERS @ 600 CRS, BEND 600 INTO FLOOR.
400
300
FOOTING DETAILf34
NOTE:GEOTECH ENGINEER TO INSPECT ALL EXCAVATIONS PROIR TO FOUNDATION MATERAILS BEEN PLACED.
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.
100 mm CONCRETE FLOORHRC 665 MESH0.25 mm POLYTHENE25 mm SAND BLINDING100 mm min HARDFILL(HARDFILL DEPTH EXCEEDING 600mmREQUIRES ENGINEERS SPECIFIC DESIGN)
300x400deep CONCRETE FOOTING WITH 4-D16 BARS & R6 STIRRUPS @ 600crs, D12 FLOOR STARTERS @ 600 CRS, BEND 600 INTO FLOOR.
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
NOTE:GEOTECH ENGINEER TO INSPECT ALL EXCAVATIONS PROIR TO FOUNDATION MATERAILS BEEN PLACED.
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
O 25/07/09 building consent issue
![Page 5: 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”](https://reader034.vdocuments.mx/reader034/viewer/2022050520/5fa3d4614639e47458081e19/html5/thumbnails/5.jpg)
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 :
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
EXISTING FLOOR STRUCTURE RETAINED.
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
EXISTING FLOOR STRUCTURE RETAINED.
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
O 25/07/09 building consent issue
![Page 6: 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”](https://reader034.vdocuments.mx/reader034/viewer/2022050520/5fa3d4614639e47458081e19/html5/thumbnails/6.jpg)
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 :
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.
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
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 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
100 mm CONCRETE FLOORHRC 665 MESH0.25 mm POLYTHENE25 mm SAND BLINDING100 mm min HARDFILL(HARDFILL DEPTH EXCEEDING 600mmREQUIRES ENGINEERS SPECIFIC DESIGN)
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
POINT 'X'I.L - 22.41
POINT 'Y'I.L - 22.76
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.
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
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
Selected interior lining
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 frame (refer to window manufacturer for method of support and fixing)
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
Selected interior lining
Window liner
Window frame (refer to window manufacturer for method of support and fixing)
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
O 25/07/09 building consent issue