DRAWING INDEX Page 1 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

NO. NAME REV ISSUE DATE

A0-00 COVER SHEET A 10/05/2024 7:57 p.m.
A0-01 GENERAL NOTES & DRAWING CONVENTIONS A 10/05/2024 7:57 p.m.
A0-02 KEYNOTES A 10/05/2024 7:57 p.m.
A1-00 EXISTING SITE PLAN A 10/05/2024 7:57 p.m.
A1-01 PROPOSED SITE PLAN A 10/05/2024 7:57 p.m.
A1-10 EXISTING/DEMOLITION GROUND FLOOR PLAN A 10/05/2024 7:57 p.m.
A1-11 EXISTING/DEMOLITION FIRST FLOOR PLAN A 10/05/2024 7:57 p.m.
A1-12 EXISTING/DEMOLITION SECOND FLOOR PLAN A 10/05/2024 7:57 p.m.
A1-16 PROPOSED GROUND FLOOR PLAN A 10/05/2024 7:57 p.m.
A1-17 PROPOSED FIRST FLOOR PLAN A 10/05/2024 7:57 p.m.
A1-18 PROPOSED SECOND FLOOR PLAN A 10/05/2024 7:57 p.m.
A1-20 GROUND FLOOR CONSTRUCTION PLAN A 10/05/2024 7:57 p.m.
A1-21 FIRST FLOOR CONSTRUCTION PLAN A 10/05/2024 7:57 p.m.
A1-22 SECOND FLOOR CONSTRUCTION PLAN A 10/05/2024 7:57 p.m.
A1-30 SLAB SET-OUT PLAN A 10/05/2024 7:57 p.m.
A1-31 FIRST FLOOR FRAMING PLAN A 10/05/2024 7:57 p.m.
A1-32 SECOND FLOOR FRAMING PLAN A 10/05/2024 7:57 p.m.
A1-35 ROOF FRAMING PLAN A 10/05/2024 7:57 p.m.
A1-40 ROOF PLAN A 10/05/2024 7:57 p.m.
A1-50 GROUND FLOOR PLUMBING & DRAINAGE A 10/05/2024 7:57 p.m.
A1-51 FIRST FLOOR PLUMBING & DRAINAGE A 10/05/2024 7:57 p.m.
A1-52 SECOND FLOOR PLUMBING & DRAINAGE A 10/05/2024 7:57 p.m.
A2-00 EXISTING ELEVATIONS - NORTH & EAST A 10/05/2024 7:57 p.m.
A2-01 EXISTING ELEVATIONS - SOUTH & WEST A 10/05/2024 7:57 p.m.
A2-10 PROPOSED ELEVATIONS - NORTH & EAST A 10/05/2024 7:57 p.m.
A2-11 PROPOSED ELEVATIONS - SOUTH & WEST A 10/05/2024 7:57 p.m.
A2-20 PROPOSED SECTIONS A & B A 10/05/2024 7:57 p.m.
A2-21 PROPOSED SECTIONS C & D A 10/05/2024 7:57 p.m.
A3-00 CONSTRUCTION DETAILS A 10/05/2024 7:57 p.m.
A3-01 CONSTRUCTION DETAILS A 10/05/2024 7:57 p.m.
A3-02 CONSTRUCTION DETAILS A 10/05/2024 7:57 p.m.
A3-06 CONSTRUCTION DETAILS A 10/05/2024 7:57 p.m.
A3-07 CONSTRUCTION DETAILS- WET AREAS A 10/05/2024 7:57 p.m.
A3-08 CONSTRUCTION DETAILS A 10/05/2024 7:57 p.m.
A3-09 CONSTRUCTION DETAILS A 10/05/2024 7:57 p.m.
A3-10 CONSTRUCTION DETAILS- BUILDING WRAP A 10/05/2024 7:57 p.m.
A4-00 PROPOSED GROUND FLOOR STAIRS A 10/05/2024 7:57 p.m.
A4-01 PROPOSED FIRST FLOOR/ SECOND FLOOR STAIRS A 10/05/2024 7:57 p.m.
A4-02 PROPOSED FIRST FLOOR STAIRS SECTION A 10/05/2024 7:57 p.m.
A4-03
A4-04
COMPONENT DETAIL
PROPOSED FIRST FLOOR FIREPLACE
A 10/05/2024 7:57 p.m.
-
Real Estate images - for reference only - check on site

REVISION HISTORY
ISSUE NAME DATE
02 Building Consent 10/05/2024 7:57 p.m.
01 INTERIORS FOR PRICING 7/05/2024 5:27 p.m.

PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY, AUCKLAND, 1011
BCO10382213 Received by Auckland Council 10/05/2024
 Page 9 of 40 Building Consent BCO10382213 Approved by Auckland Council
NOTE: NO MINOR DWELLING PROPOSED. ENTIRE DWELLING TO BE USED AS A SINGLE HOUSEHOLD UNIT GENERAL NOTES 24/06/2024
GENERAL NOTES

WINDOWS AND OPENINGS OTHER DRAWINGS

NOTE: WINDOWS WITH OPENING WIDTH <1.0m AND LOWER EDGE THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL
OF OPENING WITHIN 760mm OF FLOOR OR ANY OTHER FIXED OTHER RELEVANT ARCHITECTURAL & STRUCTURAL DRAWINGS.
FEATURE WITHIN 500mm HORIZONTAL OF A WINDOW MUST HAVE A
RESTRICTOR (100mm)
STRUCTURE IS SHOWN INDICATIVELY ONLY. REFER TO
ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR
CONFIRMATION OF STEEL SIZES, CONNECTION DETAILS AND ALL
OTHER STRUCTURAL INFORMATION.

C
A E B FLOOR LEVELS/DIMENSION
1 2 A2-20 A2-10 3 A2-20 4 REFER CONSTRUCTION PLAN FOR FINISHED FLOOR LEVELS,
DIMENSIONS AND DETAIL REFERENCES.
36.79m, 157° 2' 0"

INSULATION
REFER TO THE ELEVATIONS AND/OR SECTIONS FOR LOCATION
6.09 m AND SPECIFICATION OF THERMAL INSULATION.
4,620 7,030 6,090
ALL EXTERIOR WALLS TO HAVE THERMAL INSULATION IN ALL
140 6,310 150 5,539 150 CAVITIES. REFER TO THE SPECIFICATION FOR DETAILS.

ALL WALLS TO BATHROOMS & LAUNDRIES TO HAVE ACOUSTIC

INSULATION & NOISELINE PLASTERBOARD TO BOTH SIDES.
FIBRE CEMENT SHEET FOR TILES TO BE INSTALLED OVER

UP
NOISELINE. REFER GIB NOISE CONTROL SYSTEMS FOR DETAILS.

EXISTING
LOWER DECK INTERIOR LININGS
FOR LININGS TO BATHROOMS, LAUNDRY, KITCHEN, PANTRY AND
ALL CABINETRY PFA FINISHES SCHEDULE.

FFL -1.880 FLOORING

ALL FLOORING TO COMPLY WITH AS/NZS 3661.1 (SLIP
RESISTANCE ON PEDESTRIAN SURFACE).

140
A A MECHANICAL VENTILATION
CEILING GRILL: ALLOW FOR 'HALLIDAY BAILLIE 1010/250
FRAMELESS SQUARE GRILL' TO ALL TOILETS, BATHROOMS AND
LAUNDRY. INSTALL TO MANUFACTURER SPECIFICATION.

1,250
EXISTING DECK FLOOR FINISHES/COVERING
EXISTING
2,690

POOL FC2

150
SELECTED TILES: REBATE FLOOR TO MAKE
FLUSH WITH ADJACENT FLOORING

B B FC3
FFL ±0.000 (41.700)
KITCHEN SELECTED CARPET ON OVERLAY: REBATE
FLOOR TO MAKE FLUSH WITH ADJACENT
D D EXPOSED CONCRETE.
A2-21 A2-21
FC4
INSULATION TO new pbd ceiling section & wall linings to ground stairwell
OUTSIDE SELECTED TIMBER
TV
EXISTING DECK ABOVE S T O R lvl
E 5 skim to new pbd lining to curved wall (stairwell side only)

no allowance CH = 2.4M FLOOR PLAN LEGEND

DP DOWNPIPE
no allowance for store areas (to remain raw - as instructed)
SA SMOKE ALARM
N S

10,333
A2-10 WALL PACKED OUT A2-11
AND CURVED GIB
EXTRACTOR FAN: MECHANICAL EXTRACT FANS
C EF MUST HAVE A FLOWRATE NOT LESS THAN: 25L/s
FOR SHOWERS AND BATHS, AND 50L/s FOR
COOKTOPS.
9,490

UP
SA CH = 2.4M
FFL -0.200 EJ-01 WINDOW/DOOR CODE

NEW STEEL WINDOW OR DOOR NUMBER

no allowance for cupbd under new stairs - tbc STAIR JOINERY
STRUCTURE E = EXTERIOR I = INTERIOR
IJ-01 FOR STAIRS.
710x1,980
15 WALL TO ALIGN EXISTING WALL
THROUGH ALL
14 UP FLOOR LEVELS.
PROPOSED WALL
13 1 SLIDING DOOR
BEDROOM 5 12 2
TO BE FACE
FIXED TO ALLOW
FLOOR AREAS
11 3 FOR BRAING
GROUND FLOOR 84.55m2
10 4
BATH- IJ-02
FIRST FLOOR 146.00m2
C 9 5
C SECOND FLOOR 104.20m2
ROOM 1 1,110x1,980
A2-21 8 6 A2-21
TOTAL FLOOR AREA (INTERNAL) 334.75m2
7
STORE
paint stringers to new ground floor stairs - tbc (not showing in detail)
FIRE WH = 3.7M
new steel wall structure to centre of stairwells & steel handrail (full height of 3 levels) - paint black
C C

150
DP new landing part way up to create new double flight stairs (existing first floor hallway shortened)
RELOCATE
CALIFONT
new steel wall structure to centre of stairwells (full height of 3 levels) - refer A4-00,01,02,03
2,030

HERE
C BC RFI LETTER 01 6/06/2024
existing rendered walls re-lined - curved gib to bottom section B BC RFI's 1 15/05/2024

NO. NAME ISSUE DATE

D D
wall to align through all floor levels
PROPOSED GROUND
A1-16
DRAWING SHEET

FLOOR PLAN
DRAWN BY PFA SCALE
C
C
new landing part way up to create new double flight stairs PRINT DATE 6/06/2024 1:50 @ A1 REV

36.88m, 337° 6' 0" PROPOSED RENOVATION

34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
A W B
1 2 A2-20 A2-11 3 A2-20 4 current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 06/06/2024

 Page 10 of 40 Building Consent BCO10382213 Approved by Auckland Council
NOTE: NO MINOR DWELLING PROPOSED. ENTIRE DWELLING TO BE USED AS A SINGLE HOUSEHOLD UNIT GENERAL NOTES 24/06/2024
GENERAL NOTES

WINDOWS AND OPENINGS OTHER DRAWINGS

NOTE: WINDOWS WITH OPENING WIDTH <1.0m AND LOWER EDGE THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL
A E B OTHER RELEVANT ARCHITECTURAL & STRUCTURAL DRAWINGS.
1 2 A2-20 A2-10 3 A2-20 4 OF OPENING WITHIN 760mm OF FLOOR OR ANY OTHER FIXED
FEATURE WITHIN 500mm HORIZONTAL OF A WINDOW MUST HAVE A
36.79m, 157° 2' 0" RESTRICTOR (100mm)
STRUCTURE IS SHOWN INDICATIVELY ONLY. REFER TO
ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR
CONFIRMATION OF STEEL SIZES, CONNECTION DETAILS AND ALL
7.00 m OTHER STRUCTURAL INFORMATION.
4,620 7,000 6,120

140 1,551 140 4,629 140 2,130 1,820 90 1,800 140 FLOOR LEVELS/DIMENSION
REFER CONSTRUCTION PLAN FOR FINISHED FLOOR LEVELS,
DIMENSIONS AND DETAIL REFERENCES.

provisional sum only for plaster make good to existing ceilings & walls INSULATION
REFER TO THE ELEVATIONS AND/OR SECTIONS FOR LOCATION
match existing trim to all new pbd - tbc (client to confirm if sq stop instd of scotia to first floor and grd stairwell re-line) AND SPECIFICATION OF THERMAL INSULATION.

ALL EXTERIOR WALLS TO HAVE THERMAL INSULATION IN ALL

ceilings - existing plasterbd (raking - resene wan white) CAVITIES. REFER TO THE SPECIFICATION FOR DETAILS.

UP
ALL WALLS TO BATHROOMS & LAUNDRIES TO HAVE ACOUSTIC
ceilings - existing plasterbd (flush - resene wan white) new pbd allowances as per architect's markup (to be checked on site after construction) INSULATION & NOISELINE PLASTERBOARD TO BOTH SIDES.
FIBRE CEMENT SHEET FOR TILES TO BE INSTALLED OVER
NEW FLOOR AREA NOISELINE. REFER GIB NOISE CONTROL SYSTEMS FOR DETAILS.
HATCHED EJ-12
walls - new plasterbd (resene wan white)
3,630 x 1,500

UP
A walls - existing plasterbd (resene wan white) A INTERIOR LININGS
FOR LININGS TO BATHROOMS, LAUNDRY, KITCHEN, PANTRY AND
140

ALL CABINETRY PFA FINISHES SCHEDULE.

1,358 x 1,500
entry door & frame (paint int. side only - tbc) FLOORING

EJ-11
1,500

2.22 m2
ALL FLOORING TO COMPLY WITH AS/NZS 3661.1 (SLIP

LINE
RESISTANCE ON PEDESTRIAN SURFACE).
2,690

EJ-10
1,240 x 2,150 EXISTING FLOOR
MECHANICAL VENTILATION
CEILING GRILL: ALLOW FOR 'HALLIDAY BAILLIE 1010/250
140

140

FRAMELESS SQUARE GRILL' TO ALL TOILETS, BATHROOMS AND

CH = 3.25M
plastered in reveals to IJ-11 & IJ-16 - pre-finished steel doors (2 x plaster beads to sides & top) LAUNDRY. INSTALL TO MANUFACTURER SPECIFICATION.
LOUNGE
B B FLOOR FINISHES/COVERING

FIRE

140
DESK
D D FC2
A2-21 A2-21
SELECTED TILES: REBATE FLOOR TO MAKE

860x2,400

2,210
walls (new & exist) & ceilings (exist.) - pbd - powder rm & study (paint resene nocturnal - tbc) FLUSH WITH ADJACENT FLOORING

IJ-10
CH = 3.25M
FOYER

STUDY FC3
FFL +2.700 SOUND INSULATION

120
AS REQUIRED IN SELECTED CARPET ON OVERLAY: REBATE
WALLS AND FLOOR. FLOOR TO MAKE FLUSH WITH ADJACENT
IJ-12
810x2,400 EXPOSED CONCRETE.

140

140
860x2,000
EF

IJ-11
FC4

1,677
P / R
SELECTED TIMBER

760x2,400
FC4
N S

IJ-13
WH = 2.3M CH = 3.25M

2/680x2,000
A2-10 CH = 3.25M A2-11

IJ-16
SA
10,260

10,260

IJ-14
DINING 810x2,400
FLOOR PLAN LEGEND

140
9,490

UP
UP
SA new steel wall structure to centre of stairwells & steel handrail (full height of 3 levels) - paint black DP DOWNPIPE
1
C FFL +2.700 FFL +2.700 SMOKE ALARM
NEW STEEL 2 lvl 5 to stairwell walls (1st & second floor) - skylight above void SA
STAIR
STRUCTURE
3 GUEST
CH = 3.25M BEDROOM EXTRACTOR FAN: MECHANICAL EXTRACT FANS
lvl 5 to pbd void & skylight internals (inc. 2 x beads to perimeter) - refer next page FOR STAIRS.

3,353
4 MUST HAVE A FLOWRATE NOT LESS THAN: 25L/s
EF
15 5 WALL TO ALIGN
doors & frames x 14 (colonial 4 panel) FOR SHOWERS AND BATHS, AND 50L/s FOR
THROUGH ALL CH Q
= 3.25M
. COOKTOPS.
door & frame x 1 (wood veneer) 14 6 FLOOR LEVELS.
CH = 3.6M
13 7 SOUND INSULATION EJ-01 WINDOW/DOOR CODE
POLYURETHANE AS REQUIRED IN
COATING TO 12 WALLS AND FLOOR.
EXISTING KAURI WINDOW OR DOOR NUMBER
FLOORING IN THE 11 JOINERY
IJ-15
KITCHEN TO SEAL
760x2,400 E = EXTERIOR I = INTERIOR
THE SURFACE. 10 UP 4
VOID

90
C S/L ABOVE 9 5
C EXISTING WALL
PANTRY

A2-21
KITCHEN
8 6 1000 x 1600mm GUEST A2-21
new ceiling to guest ensuite (tbc) PROPOSED WALL
7

1,600
E/S FC2

new ensuite walls - upper 1m only (tiled below - tbc) FLOOR AREAS
IJ-17 EF
F
WH = 4.0M 790x2,500
MIRROR GROUND FLOOR 84.55m2
C C FIRST FLOOR 146.00m2
DP
140

140

140
SECOND FLOOR 104.20m2
EXISTING

FLUE
FLOOR

140 2,091 140 3,699

FC4 EF EXISTING WINDOW TO BE
TOTAL FLOOR AREA (INTERNAL) 334.75m2
LINE

FITTED
. WITH A
INTEGRATED
1.83 m

DOWNDRAFT THROUGH
SCULLERY/ RESTRICTOR TO LIMIT MAX
1,890

1,890
FRIDGE SIZE
2,030

WALL. OPENING TO LESS THAN

AND PANTRY
TBC LAUNDRY 100mm Ø AS PER F4/AS1

CH = 2.15M
new pbd ceiling to extended section only of laundry / scullery - tbc
D D
140

140
3m² ADDITION TO
FOOTPRINT

C BC RFI 02 10/06/2024
140 6,860 140 2,040 140 3,660 140
B BC RFI LETTER 01 6/06/2024
140 5,210 140 4,650 140 2,700 140
NO. NAME ISSUE DATE

PROPOSED FIRST FLOOR

A1-17
DRAWING SHEET

36.88m, 337° 6' 0"

PLAN
DRAWN BY PFA SCALE

PRINT DATE 10/06/2024 1:50 @ A1 REV C

1 2 A2-20
A W
A2-11 3
B
A2-20 4 PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 10/06/2024

 Page 11 of 40 Building Consent BCO10382213 Approved by Auckland Council
NOTE: NO MINOR DWELLING PROPOSED. ENTIRE DWELLING TO BE USED AS A SINGLE HOUSEHOLD UNIT GENERAL NOTES 24/06/2024
GENERAL NOTES

WINDOWS AND OPENINGS OTHER DRAWINGS

NOTE: WINDOWS WITH OPENING WIDTH <1.0m AND LOWER EDGE THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL
A E B OTHER RELEVANT ARCHITECTURAL & STRUCTURAL DRAWINGS.
1 2 A2-20 A2-10 3 A2-20 4 OF OPENING WITHIN 760mm OF FLOOR OR ANY OTHER FIXED
FEATURE WITHIN 500mm HORIZONTAL OF A WINDOW MUST HAVE A
36.79m, 157° 2' 0" RESTRICTOR (100mm)
STRUCTURE IS SHOWN INDICATIVELY ONLY. REFER TO
ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR
CONFIRMATION OF STEEL SIZES, CONNECTION DETAILS AND ALL
OTHER STRUCTURAL INFORMATION.
4,620 7,030 6,090
FLOOR LEVELS/DIMENSION
140 7,449 140 3,020 140 REFER CONSTRUCTION PLAN FOR FINISHED FLOOR LEVELS,
B DIMENSIONS AND DETAIL REFERENCES.
140 3,829 90 3,530 140 3,020 140
INSULATION
REFER TO THE ELEVATIONS AND/OR SECTIONS FOR LOCATION
AND SPECIFICATION OF THERMAL INSULATION.

ALL EXTERIOR WALLS TO HAVE THERMAL INSULATION IN ALL

CAVITIES. REFER TO THE SPECIFICATION FOR DETAILS.

ALL WALLS TO BATHROOMS & LAUNDRIES TO HAVE ACOUSTIC

INSULATION & NOISELINE PLASTERBOARD TO BOTH SIDES.
FIBRE CEMENT SHEET FOR TILES TO BE INSTALLED OVER
NOISELINE. REFER GIB NOISE CONTROL SYSTEMS FOR DETAILS.

A ceilings - new plasterbd (raking - resene wan white) A INTERIOR LININGS

FOR LININGS TO BATHROOMS, LAUNDRY, KITCHEN, PANTRY AND
ALL CABINETRY PFA FINISHES SCHEDULE.
ceilings - new plasterbd (flush - resene wan white)
new pbd allowances as per architect's markup (to be checked on site after construction) FLOORING
RETURN TO EXISTING KAURI ROOF BELOW
TIMBER FLOORING UNDER ALL FLOORING TO COMPLY WITH AS/NZS 3661.1 (SLIP
RESISTANCE ON PEDESTRIAN SURFACE).
2,690

EXISTING CARPET. PATCH EJ-22

WHERE REQUIRED.
2,040 x 3,428 ceilings - existing plasterbd (flush - resene wan white)
NOTE: FFL LOWERS TO MECHANICAL VENTILATION
EXISTING KAURI CEILING GRILL: ALLOW FOR 'HALLIDAY BAILLIE 1010/250
140

140

140

140 1,316 140

CONFIRM FFL ON SITE ROOF BELOW FRAMELESS SQUARE GRILL' TO ALL TOILETS, BATHROOMS AND
doors & frames x 2 (flush) - wardrobe LAUNDRY. INSTALL TO MANUFACTURER SPECIFICATION.

B B FLOOR FINISHES/COVERING
FLUE
WH = 2.2M walls - new plasterbd (resene wan white)
EXISTING DECK/
D D FC2

140
BALCONY TO BE walls - existing plasterbd (resene wan white)

640
A2-21 REPLACED MASTER WH = 1.2M
A2-21
SELECTED TILES: REBATE FLOOR TO MAKE

2,600 x 2,100
1000 ABOVE BEDROOM FLUSH WITH ADJACENT FLOORING

EJ-21

90

90
FINISHED DECK
4,960

4,960

4,960

M.

2.40 m
new raking pbd ceiling new flush pbd ceiling
FC3
C.K. ROBES
SELECTED CARPET ON OVERLAY: REBATE

3,504
IJ-22

2.29 m
flush ceiling remains - tbc 2/775x1,675 FLOOR TO MAKE FLUSH WITH ADJACENT
CH = 3.4M EXPOSED CONCRETE.
FC4 BEDROOM 3
FC4 FC4
ART

3,946
Q.
1.81 m
B FC3 SELECTED TIMBER
SOUND INSULATION AS REQUIRED raked ceiling
N IN WALLS AND FLOOR. raking ceiling remains tbc
IJ-21
S
A2-10 760x1,980 A2-11
doors & frames x 14 (colonial 4 panel)
140

140

140

140
FLOOR PLAN LEGEND
2,400 x 2,100

1540 x 1560mm
FC4
EJ-20
9,490

2/615x1,980
LINEN
FFL +6.300

IJ-20
DP DOWNPIPE
FC4 CH = 3.1M
SA

8,074
EF SMOKE ALARM
M. SA
2,690

2,690

2,690

90SQ POSTS @ LOBBY

90
FC2 WH = 3.5M
1m CRS MAX ENSUITE NEW GLASS
BALUSTRADE, EXTRACTOR FAN: MECHANICAL EXTRACT FANS
ADDITIONAL lvl 5 to stairwell walls & ceiling - skylight above void
1,000mm MIN HIGH
NOTE: APPROX. 20mm STEP TO
B EF MUST HAVE A FLOWRATE NOT LESS THAN: 25L/s
FLOOR EDGE EXISTING WALL Q. CARPET OVER EXISTING KAURI FOR SHOWERS AND BATHS, AND 50L/s FOR
ALIGNS FLOORING COOKTOPS.
beading x 2 each to skylights above kitchen 20 6 THROUGH ALL raked ceiling

5,160
FLOOR LEVELS.

2,982
UP EJ-01 WINDOW/DOOR CODE
19 7
BEDROOM 2
18 8
new steel wall structure to centre of stairwells & steel handrail (full height of 3 levels) - paint black WINDOW OR DOOR NUMBER
140

140

140

1.89 m
9
FC3 JOINERY
17
E = EXTERIOR I = INTERIOR
16 10
lvl 4 to new pbd lower wall (cupbd infilled)
CAVITY

C 15 11
C EXISTING WALL
2,330

2,330

ROOF BELOW WH = 1.2M

VOID

90
A2-21 14 12 A2-21
S/L S/L PROPOSED WALL
13

FLOOR AREAS

1,065
2,040 SOUND INSULATION AS REQUIRED

966
IN WALLS AND FLOOR.
B
S/L GROUND FLOOR 84.55m2
C C FIRST FLOOR 146.00m2
DP
140

140

140

140

140
PROPOSED SKYLIGHT NOTE FOR PROPOSED LANDING:
SECOND FLOOR 104.20m2
SKYLIGHT
ABOVE EF GOAL DEPTH 100mm TO MATCH
1800 x 1680mm TREADS TOTAL FLOOR AREA (INTERNAL) 334.75m2
WH = 2.4M
1000 x no allowance for tiled walls
1,890

NEW ROOF @ 15° PROPOSED SKYLIGHT

2,030

FFL +5.084 1890mm ABOVE

raked ceiling
1065 x 2040mm
EXISTING WINDOWS TO BE
FITTED WITH A
BATHROOM 3 CUSTOM
B RESTRICTOR TO LIMIT MAX
OPENING TO LESS THAN
100mm Ø AS PER F4/AS1
D D
140

lvl 5 finish to stairwell

140 4,629 140 2,040 90 3,710 140 B BC RFI LETTER 01 6/06/2024

140
new skylight above stairwell
4,659 140 2,970 140 2,700 140
A Building Consent 10/05/2024
2.70 m NO. NAME ISSUE DATE

PROPOSED SECOND
A1-18
DRAWING SHEET

36.88m, 337° 6' 0"

FLOOR PLAN
DRAWN BY PFA SCALE

PRINT DATE 6/06/2024 1:50 @ A1 REV B

1 2
A
A2-20
W
A2-11 3
B
A2-20 4 PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 06/06/2024

 Page 37 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024
TO MATCH EXISTING KAURI TIMBER
FLOORING

5
1,025 1,015
1.03 m
964 51
CHECK WALL NIB ON SITE
4
S1
UP 15 A4-00

blackened steel stair structure - full height of all 3 levels, centre of stairwell (paint system tbc) 14

285
A IL steel handrail - paint black to match steel sheet cladding
N DR
HA
13 1

285

285
15
+2.700 FIRST FLOOR FFL
15 12 2
D1
A4-03

HANDRAIL
180

285

285
HANDRAIL
14

180
11 3
13 50

16

285

285
BLACKENED STEEL SHEET CLADDING

180
OVER STEEL FRAME BY ENGINEERS

12
10 HANDRAIL MAXIMUM 4
HANDRAIL MAXIMUM
4/ 76 x 38 x 6 RHS COLUMNS DIMENSIONS (WALL
DIMENSIONS (WALL DISTANCE

180
DISTANCE BETWEEN
BETWEEN 45-60mm, FOR

285

285
45-60mm, FOR
11 45 HANDRAIL 32-50mm)
HANDRAIL 32-50mm)
140 40 910 50 910 40 45
(900 MIN REQUIRED) (900 MIN REQUIRED)

180
4/ 76x38x4 RHS
9 5
10
4/ 76x38x4 RHS

285

285
180
BLACKENED STEEL SHEET CLADDING D-... D-...
OVER STEEL FRAME BY ENGINEERS
9 A3-01 A3-01

8 6

950

180
285

285

285
8 HA
ND
RA

2.70 m
IL
180

180

180
RL+1.260
285 285 285 285 285 285

7 D1 7
A4-03
1,000mm HIGH GLASS BALUSTRADE

IL

180
RA
ND

15 285
HA

BLACKENED STEEL SHEET CLADDING

OVER STEEL FRAME BY ENGINEERS

20
+6.300 FIRST FLOOR FFL
6
172

19
D1
174

A4-03

18

180
174

17
950
1,216

174

16
174

15
5
TO MATCH EXISTING KAURI
174

14

TIMBER FLOORING
174

RL+5.084 SITE WELDED

15

13 CONNECTION FWAR
90

75

285 285 285 285 285 285 285 285 285 285 285 285

180
100x50x6 RHS TO
12
BLACKENED STEEL SHEET CLADDING
OVER STEEL FRAME BY ENGINEERS
240 x 45 JOISTS @ 400crs
183

SPAN LANDING

50x50x6 RHS 11

DOUBLE JOIST
183

10

HA
4 RL+1.260
183

ND
RA
IL
9
183

180
183

7
2,384
183

6 TO MATCH EXISTING KAURI TIMBER

FLOORING

3
183

5
183

4
944

183

3 300

180
15 285
183

IL
RA
ND 2
HA
183

1
90

2
183

183

15
93

+2.700 FIRST FLOOR FFL

15
D1
A4-03
180

14
180

13
16

180
BLACKENED STEEL SHEET CLADDING
180

OVER STEEL FRAME BY ENGINEERS

12

4/ 76 x 38 x 6 RHS COLUMNS
180

11

1
180

4/ 76x38x4 RHS

10
4/ 76x38x4 RHS
180

BLACKENED STEEL SHEET CLADDING

OVER STEEL FRAME BY ENGINEERS
9
950

180

285
8 HA

180

180
ND
RA
IL
180

180

180

RL+1.260
7 D1
A4-03
180

15 285
6

±0.000 GROUND FLOOR FFL 2,040 140

180

5
TO MATCH EXISTING KAURI
TIMBER FLOORING
180

240 x 45 JOISTS @ 400crs

S1
DOUBLE JOIST
4
180

A4-00
180

2
180

1
180

180

285 285 285 285 285

±0.000 GROUND FLOOR FFL

285 285 285 285 285

STAIRS SECTION S1 SECTION DETAILS- GROUND FLOOR STAIRS PLAN DETAILS- GROUND FLOOR STAIRSB BC RFI LETTER 01 6/06/2024
SCALE 1:50 SCALE 1:10 SCALE 1:10 A Building Consent 10/05/2024

NO. NAME ISSUE DATE

PROPOSED GROUND
A4-00
DRAWING SHEET

FLOOR STAIRS
B
DRAWN BY PFA SCALE

PRINT DATE 10/06/2024 1:10, 1:50 @ A1 REV B

PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r a ll d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 10/06/2024

 Page 39 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

285 285 285 285 285 285 285 285 285 285 285 285

1,000mm HIGH GLASS BALUSTRADE

IL
RA
ND
HA

BLACKENED STEEL SHEET CLADDING

OVER STEEL FRAME BY ENGINEERS

+6.300 FIRST FLOOR FFL

20

172
19
D1

174
A4-03

18

174
1,000mm HIGH GLASS BALUSTRADE
17

950
1,216

174
16

174
15

174
14

174
RL+5.084 SITE WELDED

15
13 CONNECTION FWAR

90

75
285 285 285 285 285 285 285 285 285 285 285 285

12
BLACKENED STEEL SHEET CLADDING
100x50x6 RHS TO OVER STEEL FRAME BY ENGINEERS

183
SPAN LANDING

50x50x6 RHS 11

183
A IL 10

DR
HA

183
ND
RA
IL
9

AN

183
H
8

183
7

2,384
183
6 TO MATCH EXISTING KAURI TIMBER
FLOORING

183
5

BLACKENED STEEL SHEET CLADDING

183
4

OVER STEEL FRAME BY ENGINEERS

944

183
3 300
15 285

183
IL
RA
ND 2
HA

183
1

90
183

183
15

93
+2.700 FIRST FLOOR FFL
15

blackened steel handrail & sheet cladding (paint black)

D1
A4-03

180
14

180
13

16
BLACKENED STEEL SHEET CLADDING

180
OVER STEEL FRAME BY ENGINEERS

12

+6.300 FIRST FLOOR FFL 4/ 76 x 38 x 6 RHS COLUMNS

180
20 11

180
4/ 76x38x4 RHS

10
4/ 76x38x4 RHS

180
BLACKENED STEEL SHEET CLADDING
OVER STEEL FRAME BY ENGINEERS
9
172

950

180
285
8 HA
ND
RA
IL

180

180

180
RL+1.260
7 D1
A4-03

19

180
15 285
6

180
5

D1
TO MATCH EXISTING KAURI
TIMBER FLOORING

180
240 x 45 JOISTS @ 400crs
DOUBLE JOIST
4

A4-03
174

180
3

180
2

18

180
1

180

180
±0.000 GROUND FLOOR FFL
174

285 285 285 285 285

17
STAIRS SECTION
950
1,216

SCALE 1:50
174

1.99 m

16 plastered in reveals to IJ-11 & IJ-16 - pre-finished steel doors (inc. 2 x beads to sides & top)
174

15
174

14
174

RL+5.084 SITE WELDED

15

13 CONNECTION FWAR
90

75

285 285 285 285 285 285 285 285 285 285 285 285

4.62 m
0.29 m

12
BLACKENED STEEL SHEET CLADDING
100x50x6 RHS TO OVER STEEL FRAME BY ENGINEERS

183
SPAN LANDING

50x50x6 RHS 11

183
10

HA

183
ND
RA
IL
9

183
8

183
B

no allowance for finish to stair treads

2.38 m
2,384
183
6 TO MATCH EXISTING KAURI TIMBER
FLOORING
B BC RFI LETTER 01 6/06/2024

183
A Building Consent 10/05/2024
5
NO. NAME ISSUE DATE

PROPOSED FIRST FLOOR

A4-02
DRAWING SHEET

183
4 STAIRS SECTION
DRAWN BY PFA SCALE

944
B

183
PRINT DATE 10/06/2024 1:10, 1:50 @ A1 REV
3 300
15 285
PROPOSED RENOVATION
183
L
R AI
ND 2
HA 34 PICTON STREET, FREEMANS BAY,
183 AUCKLAND, 1011
1 Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r a ll d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
90

current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
183

183

15
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
93

+2.700 FIRST FLOOR FFL

15
D1
A4-03

S2 SECTION DETAILS- FIRST FLOOR STAIRS

SCALE 1:10

BCO10382213 Received by Auckland Council 10/06/2024

 Page 25 of 40 Building Consent BCO10382213 Approved by Auckland Council
A B
14,210
C D 24/06/2024
GENERAL NOTES

2,690 9,490 2,030 LEVELS

RL+10.020 FINISHED FLOOR LEVEL (FFL): DENOTES TOP OF FLOOR
CLADDINGS (STONE, TILES, TIMBER OVERLAY, ETC.).

BOUNDARY

BOUNDARY
no allowance for new decking (to remain natural) REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG.
timber joinery - new DECK RL, TERRACE RL, TILE RL, TIMBER OVERLAY RL, STUD RL,
CEILING RL, PARAPET RL, ETC.
PROPOSED PROPOSED timber balustrade & deck fascia only - paint new
TIMBER JOINERY TIMBER JOINERY CEILING RL: DENOTES THE UNDERSIDE OF THE STRUCTURE OR
BATTEN, NOT THE UNDERSIDE OF THE CEILING LINING.
make good to existing wbd only after deck & joinery install

3,720
timber joinery - existing (paint interior only) NORTH ELEVATION

Risk Factor Description Risk Score

PROPOSED
Wind Zone Medium L 0
BALUSTRADE 1000
ABOVE FINISHED FFL+6.300 Number of More than 2 Storeys VH 4
DECK Storeys
Roof/Wall Fully protected (e.g. hip and gable L 0
PROPOSED DECK Intersection roof with eaves)
REBUILD EXISTING WEATHERBOARD
fascia & small soffit - laundry/scullery pop out only Design
Eaves Width 100mm - 450mm wide VH 5
cladding - weatherboard (paint new) to scullery/laundry extn Envelope Moderately complex shape with no M 1
Complexity more than 2 cladding types.
Deck Design Timber slat deck attached at second M 2
floor level

3,600
PROPOSED Total Score: 12
TIMBER JOINERY Selected Claddings:
EXISTING WEATHERBOARD
no allowance for existing exterior 1. Bevel back timber weatherboard direct fixed
2. Fibre cement sheet jointed finish over nominal 20mm drained cavity
NOTE: RISK MATRIX OF PROPOSED WORK ONLY.

FFL+2.700
EAST ELEVATION

Risk Factor Description Risk Score

Wind Zone Medium L 0
Number of More than 2 Storeys VH 4
no allowance for interior timber joinery @ ground flr Storeys

2.70 m
2,700
Roof/Wall Fully protected (e.g. hip and gable L 0
Intersection roof with eaves)
Design
Eaves Width 100mm - 450mm wide VH 5
Envelope Moderately complex shape with no M 1
FFL±0.000 (41.700) Complexity more than 2 cladding types.
SHARED DRIVEWAY Deck Design Timber slat deck attached at second M 2
floor level
Total Score: 12
Selected Claddings:
1. Bevel back timber weatherboard direct fixed
2. Fibre cement sheet jointed finish over nominal 20mm drained cavity
NOTE: RISK MATRIX OF PROPOSED WORK ONLY.

NORTH ELEVATION PROPOSED INSULATION NOTES

A1-16 SCALE 1:50

H1 COMPLIANCE
4 3 2 1
timber joinery - existing (paint interior only) H1 ENERGY EFFICIENCY ACCEPTABLE SOLUTION H1/ AS1
SCHEDULE METHOD:
17,740
ROOF: R6.6
6,120 7,000 4,620 WALL: R2.0
RL+10.020 FLOOR (SLAB ON GROUND): R1.5
FLOOR (OTHER THAN SLAB ON GROUND): R2.5
WINDOWS AND DOORS: R0.46
timber joinery - new SKYLIGHTS: R0.46
PROPOSED FIXED
TIMBER JOINERY

timber balustrades - paint new

3,720
PROPOSED DECK no allowance for new decking (to remain natural)
REBUILD

FFL+6.300

EXISTING WEATHERBOARD

3,600
PROPOSED
TIMBER JOINERY
B BC RFI LETTER 01 6/06/2024
A Building Consent 10/05/2024
TO
NO. NAME ISSUE DATE
CARPORT PROPOSED
FIXED TIMBER
PROPOSED ELEVATIONS -
A2-10
FFL+2.700 DRAWING SHEET
JOINERY

EXISTING WEATHERBOARD NORTH & EAST

DRAWN BY PFA SCALE
no allowance for existing blockwork PRINT DATE 6/06/2024 1:50 @ A1 REV B
2,700 PROPOSED RENOVATION
EXISTING BLOCKWORK 34 PICTON STREET, FREEMANS BAY,
FFL±0.000 (41.700)
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
TO LOWER DECK

EAST ELEVATION PROPOSED

A1-16 SCALE 1:50

BCO10382213 Received by Auckland Council 06/06/2024

 Page 26 of 40 Building Consent BCO10382213 Approved by Auckland Council
D C B A
24/06/2024
GENERAL NOTES

14,210 LEVELS
FINISHED FLOOR LEVEL (FFL): DENOTES TOP OF FLOOR
2,030 9,490 2,690 CLADDINGS (STONE, TILES, TIMBER OVERLAY, ETC.).
FFL+10.020
REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG.

BOUNDARY

BOUNDARY
DECK RL, TERRACE RL, TILE RL, TIMBER OVERLAY RL, STUD RL,
CEILING RL, PARAPET RL, ETC.

CEILING RL: DENOTES THE UNDERSIDE OF THE STRUCTURE OR

BATTEN, NOT THE UNDERSIDE OF THE CEILING LINING.
timber joinery - existing (paint interior only)

3,720
SOUTH ELEVATION
NOTE: NO PROPOSED WORK.

1.14 m
2.30 m WEST ELEVATION
1.90 m FFL+6.300
Risk Factor Description Risk Score
Wind Zone Medium L 0
EXISTING WEATHERBOARD Number of More than 2 Storeys VH 4
Storeys
Roof/Wall Fully protected (e.g. hip and gable L 0
Intersection roof with eaves)
Design
SHARED Eaves Width 100mm - 450mm wide VH 5

3,600
DRIVEWAY Envelope Moderately complex shape with no M 1
Complexity more than 2 cladding types.
Deck Design Timber slat deck attached at second M 2
floor level
Total Score: 12
Selected Claddings:
1. Bevel back timber weatherboard direct fixed
FFL+2.700 2. Fibre cement sheet jointed finish over nominal 20mm drained cavity
NOTE: RISK MATRIX OF PROPOSED WORK ONLY.

INSULATION NOTES

H1 COMPLIANCE
H1 ENERGY EFFICIENCY ACCEPTABLE SOLUTION H1/ AS1
SCHEDULE METHOD:

ROOF: R6.6
WALL: R2.0
FLOOR (SLAB ON GROUND): R1.5
FLOOR (OTHER THAN SLAB ON GROUND): R2.5
WINDOWS AND DOORS: R0.46
SOUTH ELEVATION PROPOSED SKYLIGHTS: R0.46
A1-16 SCALE 1:50

1 2 3 4
17,740

4,620 7,000 6,120

RL+10.020

timber balustrade & deck fascia only - paint new

PROPOSED PROPOSED
PROPOSED CUSTOM
SKYLIGHT SKYLIGHT
SKYLIGHT
1800 x 1800 x
1065 x 2040mm
1680mm 1680mm

3,720
FFL+6.300

fascia & small soffit - laundry/scullery ext. only

cladding EXISTING
- weatherboard (paint new) to scullery/laundry extn
WEATHERBOARD
3.60 m

3,600
PROPOSED
EXISTING WALL EDGE

EXTENSION.

C BC RFI 02 10/06/2024
B BC RFI LETTER 01 6/06/2024

NO. NAME ISSUE DATE

EXISTING WEATHERBOARD
PROPOSED ELEVATIONS -
A2-11
DRAWING SHEET
FFL+2.700

SOUTH & WEST

DRAWN BY PFA SCALE

EXISTING EASYLAP PANEL

CLADDING
PRINT DATE 10/06/2024 1:50 @ A1 REV C
NEW WEATHERBOARD TO MATCH EXISTING

2,700
AY
RIVEW
PROPOSED RENOVATION
ED D
SHAR

NEW 125x125 GLULAM 34 PICTON STREET, FREEMANS BAY,

FFL±0.000 (41.700) AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
C must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

WEST ELEVATION PROPOSED

A1-16 SCALE 1:50

BCO10382213 Received by Auckland Council 10/06/2024

 Page 38 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024
1,015 1,025

+2.700 FIRST FLOOR FFL

S2 S2
A4-02 A4-02

1 1

285

285
2 2

285

285
3 3

285

285
4 4

285

285
5 5

HANDRAIL
285

285
+6.300 SECOND FLOOR FFL

1 METRE HIGH BALUSTRADE

20 6 20 6
285

285
15mm NOSING
15mm NOSING
ABOVE TREAD UP ABOVE TREAD UP
19 7 19 7
E
285

285
285

285
A4-03

18 8 18 8

HANDRAIL
285

285
285

285
HANDRAIL

HANDRAIL
17 9 17 9
285

285
A C B
285

285
50
A4-03 A4-03 A4-03

HANDRAIL MAXIMUM 16 HANDRAIL MAXIMUM 10 HANDRAIL MAXIMUM 16 HANDRAIL MAXIMUM10

DIMENSIONS (WALL DISTANCE DIMENSIONS (WALL DISTANCE DIMENSIONS (WALL DISTANCE DIMENSIONS (WALL DISTANCE
285

285
BETWEEN 45-60mm, FOR BETWEEN 45-60mm, FOR BETWEEN 45-60mm, FOR BETWEEN 45-60mm, FOR C
285

285
HANDRAIL 32-50mm) HANDRAIL 32-50mm) 45 HANDRAIL 32-50mm) HANDRAIL 32-50mm) 45
140 40 910 50 910 40 90
(900 MIN REQUIRED) (900 MIN REQUIRED)

15 11 15 11
285

285
285

285
14 12 14 12
285

285
285

285
15

15
15mm NOSING UNDERNEATH TREAD 15mm NOSING 13 15mm NOSING 15mm NOSING 13
UNDERNEATH TREAD
45 40 910 50 910 40 45 50mm STEEL BLADE
(900 MIN REQUIRED) (900 MIN REQUIRED)

C BC RFI 02 10/06/2024
B BC RFI LETTER 01 6/06/2024
D FABRICATOR TO FABRICATOR TO
A4-03 ADVISE MAXIMUM NO. NAME ISSUE DATE
ADVISE MAXIMUM
LENGTH. LENGTH
PROPOSED FIRST
A4-01
DRAWING SHEET

FLOOR/ SECOND FLOOR

DRAWN BY STAIRS SCALE
PFA

PRINT DATE 10/06/2024 1:10 @ A1 REV C

PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r a ll d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
S2 S2
A4-02 A4-02

1 PLAN DETAILS- FIRST FLOOR STAIRS 2 PLAN DETAILS- SECOND FLOOR STAIRS
SCALE 1:10 SCALE 1:10

BCO10382213 Received by Auckland Council 10/06/2024

 Page 40 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

50
5mm COVER PLATE

1,000mm MIN
10mm GIB WALL LINING PLUG WELD @ 200crs
-5113G
90x45mm WALL FRAMING
10mm GIB WALL LINING -5113G
-3821
50
9mm BRACING PLY
END OF BLACKENED STEEL
3/ 10mm C/S SPAX HANDRAIL IN DISTANCE
6mm PLATE B/S SCREWS PER TREAD; C
80 80mm LONG 4/ 76x38x4mm RHS
10 20 75x50x6mm UNEQUAL 10 VERTICAL COLUMNS
ANGLE
4/ 76x38x4mm RHS 6mm PLATE B/S D1
VERTICAL COLUMNS SOLID TIMBER TREADS; A4-03
140 45mm 40mm
SPECIES & FINISH TO
(45-60mm (32-50mm
90

MATCH TIMBER FLOORS 140x45 FRAMING REQUIRED) REQUIRED)

CPC 40 BOTH SIDES OF
80x 10 SEAT PLATE; NOGS RELEVANT WIDTH 50mm (MAX 80mm)
FINISH 50mm FROM
20

EACH END OF TREAD +

4/10 GAUGE C/S SCREWS
65mm LONG - SS

BLACKENED STEEL HANDRAIL

80x10 TIMBER COVER
SHEET 150x10mm PLATE
WELDED TO RHS +
40mm THK STEEL FRAME; FOXED TO DOUBLE
WRAPPED IN 6mm JOIST WITH 4/ M12 BOLTS
BLACKENED STEEL
4/ 76x38x4mm RHS
80x10 TIMBER COVER VERTICAL COLUMNS
SHEET

A PLAN DETAIL B PLAN DETAIL C PLAN DETAIL D PLAN DETAIL E HANDRAIL SECTION DETAIL
A4-01 A4-01 A4-01 SCALE 1:5 A4-01 SCALE 1:5 A4-01 SCALE 1:2
SCALE 1:5 SCALE 1:5

4/ 76x38x4mm RHS
VERTICALLY
150
90

FULL DEPTH NOGS BACK

2X JOISTS AND FIX WITH
CPC 40 BOTH SIDES

2/ 240x45 JOISTS

D1 PLAN DETAIL
A4-01 SCALE 1:5

C BC RFI 02 10/06/2024
B BC RFI LETTER 01 6/06/2024

NO. NAME ISSUE DATE

COMPONENT DETAIL
A4-03
DRAWING SHEET

DRAWN BY PFA SCALE

PRINT DATE 10/06/2024 1:5, 1:2 @ A1 REV C

PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r a ll d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 10/06/2024

 Page 27 of 40 Building Consent BCO10382213 Approved by Auckland Council
D C
14,210
PROPOSED
B A 24/06/2024
GENERAL NOTES

2,030 9,490
TIMBER JOINERY
2,690
LEVELS
RL+10.020 FINISHED FLOOR LEVEL (FFL): DENOTES TOP OF FLOOR
CLADDINGS (STONE, TILES, TIMBER OVERLAY, ETC.).

BOUNDARY

BOUNDARY
M REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG.
SI DECK RL, TERRACE RL, TILE RL, TIMBER OVERLAY RL, STUD RL,
C 62
A3-06 CEILING RL, PARAPET RL, ETC.

CEILING RL: DENOTES THE UNDERSIDE OF THE STRUCTURE OR

BATTEN, NOT THE UNDERSIDE OF THE CEILING LINING.

PROPOSED

3,720
3.38 m
SKYLIGHT
PROPOSED
TIMBER JOINERY
MASTER TIMBER FRAMING: WIND ZONE MEDIUM
C SI
M M. THE FRAMING LAYOUT IS DIAGRAMMATIC ONLY. THE

2,003
61
A3-06 E/S BEDROOM CONTRACTOR TO CONFIRM FRAMING REQUIREMENTS.
PROPOSED
WALL STRUCTURAL: ALL FRAMING TO COMPLY WITH NZS 3602 AND TO

0.35 m
BE MACHINE STRESS GRADE 8 (MSG8). USE A MINIMUM OF
FFL+6.300 DOUBLE JOISTS TO BE USED AT ALL LOAD POINTS. ALL FRAMING
& FIXINGS TO COMPLY WITH NZS 3604 OR ENGINEERS

350
REQUIREMENTS.

DURABILITY: ALL TIMBER PRODUCTS TO COMPLY WITH SECTION

4 OF NZS 3604 AND NZS 3602. REFER TO TIMBER TREATMENT
SCHEDULE ON A1-01 FOR TIMBER DURABILITY REQUIREMENTS.

STUD HEIGHT 3,250

SEPARATION: SEPARATE ALL TIMBER FROM CONCRETE USING

3.94 m
DPC TO NZBC E2/AS1 AND AS SPECIFIED.

3,600
PROPOSED PROPOSED ENGINEER

C.O.S
STRUCTURE IN
WALL DISTANCE INSULATION

2.60 m
KITCHEN DINING C REFER TO ELEVATIONS FOR LOCATION AND SPECIFICATION OF

2,267
LIVING THERMAL INSULATION.

FFL+2.700

2,700
BEDROOM EXISTING. NOT TPART
V OF THISKCONSENT.
ITCHEN

2.40 m
5

±0.000 (41.700)

A SECTION PROPOSED
A1-17 SCALE 1:50

D C B A
14,210

2,030 9,490 2,690

PROPOSED FLUE RL+10.020
BOUNDARY

BOUNDARY
NEW CEILING HEIGHT C.O.S

M M
SI 61 SI 62 C
A3-06 A3-06

PROPOSED
3,030.68 mm

3,720
SKYLIGHT
64
A3-06

M.ROBES
2.40 m
2.65 m

+6.300 FIRST FLOOR FFL FFL+6.300

20

BATH-

350
19

285 18
ROOM 3 17
174

16
15

RL+5.084
14
13 PROPOSED

STUD HEIGHT 3,250

12 STAIRS
11

3,600
10
3.25 m

C.O.S
9
8 FOYER
LDY 7
C
2,141

2.60 m

6
183

5 C BC RFI LETTER 01 6/06/2024

4 300
3 B BC RFI's 1 15/05/2024
2
NO. NAME ISSUE DATE
+2.700 FIRST FLOOR
1
FFL FFL+2.700
15
285
PROPOSED SECTIONS A
A2-20
14 DRAWING SHEET
DRIVEWAY 13
12
&B
180

11
1,065
10
DRAWN BY PFA SCALE
C
9

RL+1.260

2,700
8
PROPOSED PRINT DATE 6/06/2024 1:50 @ A1 REV
2.40 m

2.40 m

PROPOSED
FOUNDATION
7
6 STAIRS EXISTING.
PONOT
O LPART OF
2,340

WALL 5
THIS CONSENT.
4
3
2
PROPOSED RENOVATION
2.98 m
1
±0.000 GROUND FLOOR FFL ±0.000 (41.700) 34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
00 01 FFL-0.200 Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
A3-00 A3-00 r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

B SECTION PROPOSED
A1-17 SCALE 1:50 C

BCO10382213 Received by Auckland Council 06/06/2024

 1 Page 28 of 40 Building Consent BCO10382213 Approved by Auckland Council
2
17,740
3 4 24/06/2024
GENERAL NOTES

4,620 7,000 6,120

LEVELS
FINISHED FLOOR LEVEL (FFL): DENOTES TOP OF FLOOR
CLADDINGS (STONE, TILES, TIMBER OVERLAY, ETC.).
RL+10.020
REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG.
DECK RL, TERRACE RL, TILE RL, TIMBER OVERLAY RL, STUD RL,
CEILING RL, PARAPET RL, ETC.
63
A3-06 CEILING RL: DENOTES THE UNDERSIDE OF THE STRUCTURE OR
PROPOSED
. BATTEN, NOT THE UNDERSIDE OF THE CEILING LINING.
SKYLIGHTS

3,720
TIMBER FRAMING: WIND ZONE MEDIUM
THE FRAMING LAYOUT IS DIAGRAMMATIC ONLY. THE
CONTRACTOR TO CONFIRM FRAMING REQUIREMENTS.

1.64 m
STRUCTURAL: ALL FRAMING TO COMPLY WITH NZS 3602 AND TO

1.18 m
PROPOSED BE MACHINE STRESS GRADE 8 (MSG8). USE A MINIMUM OF
DECK REBUILD VOID
BEDROOM 2 DOUBLE JOISTS TO BE USED AT ALL LOAD POINTS. ALL FRAMING
CAVITY FFL+6.300 & FIXINGS TO COMPLY WITH NZS 3604 OR ENGINEERS
REQUIREMENTS.

350
DURABILITY: ALL TIMBER PRODUCTS TO COMPLY WITH SECTION
4 OF NZS 3604 AND NZS 3602. REFER TO TIMBER TREATMENT
STAIRS SCHEDULE ON A1-01 FOR TIMBER DURABILITY REQUIREMENTS.
B1 BEAM

5.05 m
B SEPARATION: SEPARATE ALL TIMBER FROM CONCRETE USING

STUD HEIGHT 3,250

STAIRS DPC TO NZBC E2/AS1 AND AS SPECIFIED.

3,600
INSULATION

3.25 m
GUEST

C.O.S
REFER TO ELEVATIONS FOR LOCATION AND SPECIFICATION OF
ENSUITE THERMAL INSULATION.

2,532
EXISTING KITCHEN
2,163

DECK

FFL+2.700

78
STAIRS A3-07

2.70 m
2,700
EXISTING B AEXISTING.
THROOM NOT PART OF
B E THIS
D R OCONSENT.
OM 5 STAIRS STORE

2,340
DECK 1

B
±0.000 (41.700)

FFL-0.200

C SECTION PROPOSED B

A1-17 SCALE 1:50

1 2 3 4
17,740
4,620 7,000 6,120

RL+10.020

PROPOSED
TIMBER JOINERY

NEW FLUE

17
A3-01

3,720
PROPOSED
TIMBER JOINERY

M.
2.18 m
2,244

19
A3-01 M.ROBE
BEDROOM
1,000mm MIN

max
100

PROPOSED FFL+6.300
DECK REBUILD

350
18
B1 BEAM
A3-01

STUD HEIGHT 3,250

B
B BC RFI LETTER 01 6/06/2024

3,600
PROPOSED
3.25 m

C.O.S
TIMBER JOINERY A Building Consent 10/05/2024
1.50 m

LOUNGE FOYER STUDY NO. NAME ISSUE DATE

2,259

PROPOSED SECTIONS C
A2-21
DRAWING SHEET
FIRE

&D
FFL+2.700
DRAWN BY PFA SCALE

PRINT DATE 6/06/2024 1:50 @ A1 REV B

PROPOSED RENOVATION
2,700

EXISTING
KITCHEN STORE 34 PICTON STREET, FREEMANS BAY,
2,340

DECK AUCKLAND, 1011

Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
±0.000 (41.700) documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
B must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

D SECTION PROPOSED
A1-17 SCALE 1:50 B

BCO10382213 Received by Auckland Council 06/06/2024

 Fix studs together with Doubling stud to be continuous
Top plate ALUM ALUMINIUM

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between the bottom plate and the Trimming stud
100 x 3.75 mm nails at

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underside of the lintel checked for
600 crs. with SECTION 8 – WALLS NZS 3604:2011 SS STAINLESS STEEL
lintel

Page 2 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

2 / 100 x 3.75 mm

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SECTION 4 – DURABILITY NZS 3604:2011
GENERAL NOTES lintel SECTION 8 – WALLS
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Table 4.1 – Protection required for steel fixings and fastenings excluding nails and screws(1) (see 4.4.1)
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ARCHITECTURAL DRAWINGS SHALL BE READ IN CONJUNCTION EXCEPT WHERE OTHERWISE
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*On 30/06/2011 03:22 PM ponting fitzgerald ltd purchased a single use licence to store this document on a single computer.
DIMENSIONS SHALL NOT BE OBTAINED BY SCALING FROM
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Hot-dipped galvanized

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6 / 30 x 2.5 mm nails into each side 600 crs. with underside
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A1-20 OR PROJECT PHASE THAT THE SHEET
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PLATES, FLOOR JOISTS,
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ALL DIMENSIONS ARE IN MILLIMETRES. SECTION 10 – ROOF FRAMING
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Fix studs together with Doubling stud to be continuous connections more SECTION MARKER A- ARCHITECTURAL (DETAILED DESIGN)
between the bottom plate and the A1-20

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DISCREPANCIES IN THE DOCUMENTS AND/OR SITE CONDITIONS GROUND FLOORS lintel 6 / 30 x 2.5 mm nails into both lintel 6 / 30 x 2.5 mm nails intoand both150lintel
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FITZGERALD ARCHITECTS LTD AND MUST NOT BE USED, COPIED DOUGLAS FIR (fixedimmediately
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computer.

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30/06/2011

Bottom plate
(A) DOUBLING STUD solid blocking
PERMISSION. ASSOCIATED ROOF MEMBERS
(2) All galvanizing weights to steel shall be as given in table 4.2.
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(b) Approved proprietary system (6) “Fabricated brackets” shall be made from 5 mm (minimum thickness) mild steel and shall be hot-dipped galvanized.
ARE NUMBERS THAT SIMPLY PLACE THE

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THE SPECIFICATION, PONTING FITZGERALD ARCHITECTS MUST FIXING CAPACITY
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A3-01 FFL STRUCTURAL FLOOR LEVEL

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PENETRATIONS + UPSTANDS TO ROOF DECK Unless otherwise stated, all dimensions are in mm.
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ENCLOSED WALL FRAMING PROTECTED FROM THE WEATHER

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for durability requirements. for durability requirements.

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COPYRIGHT © Standards New Zealand 8–29
LEVELS SECTION
Unless
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otherwise stated, all dimensions are in mm.(b) Approved proprietary system
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(b)4Approved
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COPYRIGHT © Standards New Zealand
REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG. (fixed to rafter)

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COPYRIGHT © Standards New Zealand 8–29 S1

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FOR CANTILEVERED DECKS)

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single computer.

2 / 30 x 3.15 mm NTS NOT TO SCALE

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BOUNDARY JOISTS

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Table 8.19 – Nailing schedule for hand-driven and power-driven nails (see 8.8.6)
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RADIATA PINE WEATHER AND IN CONTACT WITH GROUND intersections

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60 x 2.8 (galv.) 500 mm © Standards
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60 x 2.8 Zealand
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COPYRIGHT
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MATERIALS TO BE SEPARATED TO NZBC E2/AS1 BY DPC TO THE

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NOTE –
NOTE –

PROPOSED RENOVATION
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(1) Nail lengths and diameters are the minimum required.

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COPYRIGHT
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8–44 COPYRIGHT © Standards New Zealand
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25 x 1 mm to 90with
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6 / 30 x 2.5plate to lintel
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and stud, or a 7.5 kN (tension) current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
connectionTrimming studs at openings,
(see 8.6.1.8)
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
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blocking and studs at wall 100 x 3.75 600 mm centres 90 x 3.15 600 mm centres
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(A) DOUBLING STUD
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Unless otherwise stated, all dimensionslintel
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Figure 8.12 – Lintel fixing to prevent uplift (see 8.6.1.8 and table 8.14 (a) and (b))
NOTE –
(1) Nail lengths and diameters are the minimum required.

BCO10382213 Received by Auckland Council 10/05/2024

(2) Refer to 4.4 for required protective coatings for metal fasteners.
(3) For studs up to 2.7 in length, 2 / 90 x 3.15 power-driven nails (end nailed) are sufficient.
Notes
3. STRUCTURE
Page 3 of 40 Building Consent BCO10382213 Approved by Auckland Council
GRADE
JOINTS: JOINT LAPS AND TAPED WITH PROPRIETARY TAPE
JOINTING TAPE: THERMAKFRAFT WHITE GENERAL PURPOSE
TAPE
POLYESTER
LOCATION: REFER TO ARCHITECTURAL PLANS.
INSTALLATION: TO MANUFACTURERS SPECIFICATION & NZS
4246:2006 INSTALLING INSULATION IN RESIDENTIAL BUILDINGS
24/06/2024
31. CONCRETE
NOTES: REFER TO ARCHITECTURAL DETAILS AND & NZBC REQUIREMENTS.
311. CONCRETE PRE-PLACEMENT, INSTALLATION & MANUFACTURER'S PRODUCT SPECIFICATION.
4711.3 90 R2.5 GREENSTUF INSULATION -4711
INSULATION 42. WALL CLADDING MATERIAL: POLYESTER
3114E 50mm EXPOL THERMASLAB R1.32 INSULATION -3114E 422. TIMBER WALL CLADDING LOCATION: REFER TO ARCHITECTURAL PLANS - ALL NEW AND
MATERIAL: ESP EXPOSED EXTERIOR WALLS.
4221TP. ITI TIMSPEC HORIZONTAL WEATHERBOARDS INSTALLATION: FRICTION FIT BETWEEN WALL STUDS TO
GRADE: S GRADE (RESIDENTIAL)
JOINT TYPE: BUTT SHEETS WITH NO GAPS MANUFACTURERS SPECIFICATION & NZS 4246:2006 INSTALLING
INSTALLATION: IN ACCORDANCE WITH MANUFACTURERS 4221TP.1 TIMSPEC RADIATA PINE HORIZONTAL INSULATION IN RESIDENTIAL BUILDINGS & NZBC
REQUIREMENTS & NZS 4246:2006 WEATHERBOARDS -4221TP REQUIREMENTS.
SPECIES: RADIATA PINE 4711.4 140 R2.9 GREENSTUF INSULATION (FLOOR) -4711
34. STEEL PROFILE: CUSTOM PROFILE- TO MATCH EXISTING MATERIAL: POLYESTER C
3410 STRUCTURAL STEEL -3410 GRADE: RADIATA PINE NO.2 CLEARS GRADE LOCATION: REFER TO ARCHITECTURAL PLANS.
REFER TO THE ENGINEERING DRAWINGS AND SPECIFICATION TREATMENT: H3.1 INSTALLATION: TO MANUFACTURERS SPECIFICATION & NZS
FOR STEEL SIZES, FIXING DETAILS AND FINISHES. ALL SIZE/ FINISH: TO MATCH EXISTING. 4246:2006 INSTALLING INSULATION IN RESIDENTIAL BUILDINGS
STRUCTURE IN THE ARCHITECTURAL DOCUMENTS IS EXTERNAL CORNERS: CORNER SOAKER TO MATCH EXISTING & NZBC REQUIREMENTS.
INDICATIVE ONLY. INTERNAL CORNERS: BACK FLASHING TO MATCH EXISTING
38. TIMBER SCRIBER: TO MATCH EXISTING 472. SOUND INSULATION
COLOUR: TO MATCH EXISTING 4721 90 GREENSTUFF ACOUSTIC INSULATION -4721
382. TIMBER FRAMING INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE MATERIAL: POLYESTER
WITH MANUFACTURER SPECIFICATION. LOCATION: REFER TO ARCHITECTURAL PLANS
3821.1 140x45mm WALL FRAMING -3821
STUDS: 140x45 @600mm crs 4221TP.2 0.55MM STEEL FLASHING -4221TP INSTALLATION: FRICTION FIT BETWEEN WALL STUDS TO
TREATMENT: H1.2 FLASHING TO PROFILE SHOWN – FINISH AND COLOUR TO MANUFACTURES SPECIFICATION ENSURING A SNUG FIT NO
DPC: DPC BETWEEN CONCRETE AND TIMBER (ALL BOTTOM MATCH. GAP AND NO CRUSHING
PLATES) ENSURE FLASHING EXTENSIONS AND STOP ENDS ARE AS C
NOTES: NO NOGS EXCEPT AS REQUIRED FOR CLADDING AND REQUIRED BY E2/AS1 48. ENCLOSURE SUNDRIES
FIXTURES 4811S SIKAFLEX 11FC SEALANT -4811S
423. FLAT OR SHAPED SHEET CLADDING LOCATION: REFER TO ARCHITECTURAL JOINERY DETAILS.
3821.2 90x45mm WALL FRAMING -3821
STUDS: 90x45 SG8 @600mm crs 4239JH JAMES HARDIE® SOFFITS -4239JH SEALANT: SIKAFLEX 11FC ADHESIVE SEALANT
TREATMENT: H1.2 MATERIAL: FIBRECEMENT SHEET INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE
DPC: DPC BETWEEN CONCRETE AND TIMBER (ALL BOTTOM THICKNESS: 9mm WITH MANUFACTURER SPECIFICATION.
PLATES) LOCATION: ALL EXTERIOR SOFFITS
NOTES: NO NOGS EXCEPT AS REQUIRED FOR CLADDING AND JOINT: FLUSH JOINTS, PAINT FINISH, LEVEL 4. 5. INTERIOR
FIXTURES CONTROL JOINTS: RONDO AS REQUIRED.
NOTES: INSTALLED AS PER MANUFACTURERS SPECIFICATION, 51. WALLS & CEILINGS
REFER TO INSTALLATION MANUAL
4. ENCLOSURE 5111H 9mm VILLABOARD TILE SUBSTRATE -5111H
41. TANKING & PRE-CLADDING 4231HE JAMES HARDIE EASYLAP PANEL CLADDING -4231HE MANUFACTURER: JAMES HARDIE
PRODUCT: JAMES HARDIE AXON/EASYLAP PANEL CLADDING JOINTING: FLUSH JOIN TO LEVEL 3
412. LIQUID APPLIED TANKING (NOTE: JAMES HARDIE IN A PROCESS OF REBRANDING NOTES: REFER TO BRANZ ‘GOOD TILING PRACTICE’ AND THE
EASYLAP PANEL INTO AXON PANEL. REFER TO WEBSITE) JAMES HARDIE INSTALLATION MANUAL. STUD SPACING MAX
LOCATION: REFER TO ARCHITECTURAL DRAWINGS. 400crs AT WET AREAS
4121 SIKALASTIC 152 DAMP-PROOFING TYPE: JAMES HARDIE EASYLAP PANELS
-4121 THICKNESS: 9mm
MATERIAL: 2 PART CEMENTITIOUS, POLYMER MODIFIED JAMES HARDIE CLD STRUCTURAL CAVITY BATTENS.
5113G. --GIB® PLASTERBOARD SYSTEM-- -5113G
MORTAR. NOTES: INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. 5113G.1 10mm GIB WALL LINING -5113G
INSTALLATION: TROWEL APPLIED, 2 LAYERS OF MAX. 2mm
TYPE: STANDARD GENERALLY – REFER FINISHES SCHEDULE
THICK. INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATION.
43. ROOFING & DECKING FINISH: SQUARE STOPPED LEVEL 4 GENERALLY UNLESS
OTHERWISE STATED – REFER TO THE FINISHES SCHEDULE.
416. WRAPS, UNDERLAYS AND DPC's 431. PROFILED METAL ROOFING NOTES: INSTALLED TO MANUFACTURERS REQUIREMENTS
4161PC. PROCLIMA WALL & ROOF UNDERLAY 4311D DIMOND CORRUGATED ROOFING -4311D 5113G.5 13mm GIB® CEILING LINING -5113G
THICKNESS: 0.55MM TYPE: STANDARD GENERALLY – REFER FINISHES SCHEDULE
4161PC.1 SOLITEX MENTO 3000 ROOF UNDERLAY -4161PC COATING: COLOURSTEEL ENDURA FINISH: SQUARE STOPPED LEVEL 4 GENERALLY UNLESS
LOCATION: REFER TO ARCHITECTURAL DETAILS. STEEL SUBSTRATE: ZINCALUME OTHERWISE STATED – REFER TO THE FINISHES SCHEDULE.
SUPPLIER: PRO CLIMA PAINT COLOUR: TO MATCH EXISTING NOTES: INSTALLED TO MANUFACTURERS REQUIREMENTS
JOINTING TAPE: TESCON EXTORA FIXINGS: REFER TO MANUFACTURER SPECIFICATIONS.
ADHESIVE: ORCON CLASSIC MULTI-PURPOSE ADHESIVE
ACCESSORIES: GROMMETS AS REQUIRED TO KEEP MEMBRANE
45. WINDOWS & DOORS
AIR TIGHT. 6. FINISH
451. EXTERIOR TIMBER WINDOWS & DOORS
INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE 62. TILING
WITH MANUFACTURER SPECIFICATION. 4511 EXTERIOR TIMBER WINDOWS & DOORS -4511
TYPE/FINISH: REFER TO WINDOW AND DOOR SCHEDULE 6221M. MAPEI TILING SOLUTIONS--
4161PC.2 SOLITEX EXTASANA WALL UNDERLAY -4161PC SHOP DRAWINGS: PROVIDE SCALE SHOP DRAWINGS OF ALL
LOCATION: REFER TO ARCHITECTURAL DETAILS. 6221M.1 SELECTED INDOOR TILES
PROFILES AND INSTALALTION FOR APPROVAL BY THE MATERIAL: SELECTED TILE
SUPPLIER: PRO CLIMA CONTRACT ADMINISTRATOR
SEALING TAPE: TESCON EXTORA ADHESIVE: MAPEI KERAFLEX MAXI S1 (CONFIRM WITH TILE
INSTALL: SQUARE AND LEVEL WITH AIRSEALS TO TO E2/AS1 SUPPLIERS)
FLASHING TAPE: TESCON EXTOSEAL
WET SEAL CONNECTION TAPE: TESCON WS 4511.1 CONTINUOUS AIR SEAL -4511 WATERPROOFING IN WET AREAS: MAPELASTIC AQUADEFENSE.
ADHESIVE: ORCON CLASSIC MULTI-PURPOSE ADHESIVE TYPE: 1-PART POLYURETHANE MOISTURE CURING, ELASTIC SEAL FLOORS TO ALL SHOWER AND WET AREAS. ALLOW TO
ACCESSORIES: GROMMETS AS REQUIRED TO KEEP MEMBRANE JOINT SEALANT SEAL UNDER ALL TILED FLOORS IN BATHROOMS AND 75mm UP
AIR TIGHT MANUFACTURER/PRODUCT: SIKA AT FACADE ON PEF ROD THE WALLS IN CONTAINMENT AND/OR WET AREAS.
INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE COLOUR: BLACK GROUT: MAPEI ULTRACOLOR PLUS
WITH MANUFACTURER SPECIFICATION. NOTES: CREATE A COMPLETE AND CONTINUOUS AIR SEAL TO GROUT COLOUR: TO MATCH TILE
ALL SIDES TO ES/AS1 NOTES: INSTALLED AS PER MANUFACTURER'S SPECIFICATION.
4161PC.3 TESCON EXTOSEAL FLASHING TAPE -4161PC CONFIRM ALL GROUT & ADHESIVE SELECTIONS WITH TILE
LOCATION: REFER TO ARCHITECTURAL JOINERY DETAILS. 455. SKYLIGHTS & GARAGE DOORS SUPPLIER
FLASHING TAPE: TESCON EXTOSEAL
4554 ADLUX SKYLIGHT (HARMONY ROOF WINDOW) -4554
INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE
MODEL: HARMONY FIXED
WITH MANUFACTURER SPECIFICATION.
GLAZING: INSULATED DOUBLE GLAZING UNIT
4161PC.4 TESCON WS CONNECTION TAPE -4161PC ROOF TYPE: CORRUGATED STEEL
LOCATION: REFER TO ARCHITECTURAL JOINERY DETAILS. FLASHING: PROPIETARY
WET SEAL CONNECTION TAPE: TESCON WS R VALE: 0.46
INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE INSTALLATION: IN ACCORANCE WITH SPECIFICATIONS AND
WITH MANUFACTURER SPECIFICATION. MANUFACTURERS INSTALLATION INSTRUCTIONS
4161PC.5 TESCON EXTORA SEALING TAPE -4161PC 46. GLAZING
LOCATION: REFER TO ARCHITECTURAL JOINERY DETAILS.
SEALING TAPE: TESCON EXTORA® 4612.1 GLASS BALUSTRADE -4612.1
INSTALLATION: ALL INSTALLATION IN STRICT ACCORDANCE TYPE: DAVANTECH 5000 SYSTEM- 5500
REFER TO MANUFACTURER DOCUMENTATION FOR MORE C
WITH MANUFACTURER SPECIFICATION.
INFORMATION.
4161T. THERMAKRAFT UNDERLAYS, DPC, DPM & 47. INSULATION
TAPES -4161T
471. THERMAL INSULATION
4161T.1 SUPERCOURSE 500 DPC -4161T
THICKNESS/ MATERIAL: .5mm HIGH-IMPACT POLYETHYLENE 4711.1 140 R3.2 GREENSTUF INSULATION -4711
FILM MATERIAL: POLYESTER
LOCATION: AS SEPARATION LAYER BETWEEN TIMBER & LOCATION: REFER TO ARCHITECTURAL PLANS - ALL NEW AND
CONCRETE / MASONRY, UNDER BOTTOM PLATES. EXPOSED EXTERIOR WALLS.
NOTES: REFER TO ARCHITECTURAL DETAILS AND INSTALLATION: FRICTION FIT BETWEEN WALL STUDS TO
MANUFACTURER'S PRODUCT SPECIFICATION MANUFACTURERS SPECIFICATION & NZS 4246:2006 INSTALLING
INSULATION IN RESIDENTIAL BUILDINGS & NZBC
4161T.2 THERMATHENE BLACK DPM -4161T REQUIREMENTS.
THICKNESS/ MATERIAL: .25mm POLYETHYLENE FILM
GRADE: MEDIUM DUTY 4711.2 140 R3.4 GREENSTUF INSULATION (ROOF) -4711
LOCATION: UNDER CONCRETE SLABS ON MATERIAL: STRUCTURE
STRUCTURE IS INDICATIVE ONLY - REFER TO ENGINEER'S
DOCUMENTS FOR ALL STRUCTURAL INFORMATION. C BC RFI 02 10/06/2024
B BC RFI LETTER 01 6/06/2024
SHOP DRAWINGS
WHILE EVERY EFFORT HAS BEEN MADE TO DOCUMENT JOINERY NO. NAME ISSUE DATE
PROFILES AND COMPONENTS ACCURATELY, THESE DRAWINGS
KEYNOTES
A0-02
ARE NOT TO BE USED AS SHOP DRAWINGS. DRAWING SHEET

MAKE DUE ALLOWANCE IN THE CONTRACT FOR THE

PREPARATION, REVIEW, SUBSEQUENT CORRECTION AND RE-
REVIEW OF A FULL SET OF SHOP DRAWINGS. ALL SHOP DRAWN BY PFA SCALE
DRAWINGS TO BE APPROVED BY THE PRINCIPAL PRIOR TO
MANUFACTURE. PRINT DATE 10/06/2024 NTS@ A1 REV C
JOINERY
JOINERY COMPONENTS (REBATES, SILL, HEAD, JAMBS)
DETAILED ON ARCHITECTURAL DRAWINGS ARE INDICATIVE ONLY.
JOINERY COMPONENT SIZES MUST BE CONFIRMED AT PRICING
PROPOSED RENOVATION
WITH JOINERY SUPPLIER. NO SUBSTITUIONS TO BE MADE 34 PICTON STREET, FREEMANS BAY,
WITHOUT WRITTEN CONFIRMATION FROM PONTING FITZGERALD
ARCHITECTS (PFA). AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
KEYNOTES documents and/or site conditions. All workmanship and materials to be in accordance with relevant
CBI (COORDINATED BUILDING INFORMATION) IS A current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
CLASSIFICATION SYSTEM USED TO COORDINATE THE FIVE MAIN must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
INFORMATION SOURCES: DRAWINGS; SPECIFICATIONS;
QUANTITIES; TECHNICAL AND RESEARCH INFORMATION; TRADE
INFORMATION AND PUBLICATIONS.

THE NUMBERS USED IN THE KEYNOTES CAN BE REFERENCED

TO RELEVANT SECTIONS OF THE SPECIFICATION INCLUDED IN
THE DOCUMENTATION FOR CONSTRUCTION OF THIS BUILDING.
PLEASE CONTACT PONTING FITZGERALD ARCHITECTS IF YOU
REQUIRE FURTHER INFORMATION OR ASSISTANCE.

BCO10382213 Received by Auckland Council 10/06/2024 DURABILITY (B2)

DURABILITY: ZONE- ZONE C
Page 4 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024
LOCATION MAP

PROPOSED
RENOVATION

NOT TO SCALE
36 PICTON STREET LEGAL DESCRIPTION / RELEVANT SITE INFO
LOT 1 DP 92896 SITE ADDRESS: 34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011

LOT: 1
D.P: 192142
CT: NA122A/437

LOCAL BODY: AUCKLAND COUNCIL

ZONE: RESIDENTIAL- SINGLE HOUSE ZONE

WIND: MEDIUM
EXPOSURE: ZONE C
EARTHQUAKE: ZONE 1
36.79m, 157° 2' 0" 22.43 m2 LANDSCAPED FRONT YARD
EXISTING TIMBER FENCE CONSENT(S):

DISTRICT PLAN: AUCKLAND UNITARY PLAN (OPERATIVE)

38

40
39

PICTON STREET
SITE AREAS

UP
41
EXISTING TIMBER FENCE

EXISTING SPOT LEVEL (IN METRES)

TOTAL SITE AREA 744m²
EXISTING CONTOUR LEVEL (IN METRES)

UP
EXISTING SURVEY INFORMATION
CARPORT

SURVEYED BY: DOWNPIPE: REFER SPEC FOR MATERIAL IN

UP
ACCORDANCE
THOMAS CONSULTANTS LTD. WITH NZBC E1/AS1 TABLE 5.

CESS
ALL LEVELS ARE IN PIT OF AUCKLAND VERTICAL DATUM 1946
TERMS
(MSL). EXISTING SPOT LEVEL (IN METRES)
SUMP
CONTOURS ARE SHOWN AT: 0.2 METRE INTERVALS
EXISTING
MANHOLECONTOUR LEVEL (IN METRES)
20.19m, 67° 6' 0"

3m FRONT YARD SET BACK

50° FALL 50° FALL
SITE
AREAS PLAN - EXISTING
AND DIMENSIONS LEGEND
ARE SUBJECT TO VERIFICATION UPON
PUBLIC SANITARY SEWER LINE
SURVEY. DOWNPIPE: REFER SPEC FOR MATERIAL IN

EXISTING FOOTPATH
3° FALL
EXISTING +00.00 ACCORDANCE
EXISTING SPOTWITH NZBC
LEVEL E1/AS1 TABLE 5.
(IN METRES)
PUBLIC STORMWATER LINE

3° FALL
CONCRETE
DRIVEWAY CESS
MAINSPIT
EXISTING CONTOUR LEVEL (IN METRES)
WATER
59.0
LOT 1 DP 192142 SUMP
MAINS GAS

17" 17"
DOWNPIPE: REFER SPEC FOR MATERIAL IN

35° FALL

35° FALL
DP MANHOLE
EXISTING BUILDING ACCORDANCE WITHSEWER
NZBC E1/AS1 TABLE 5.

66° 51'51'
PRIVATE SANITARY (ARROW
34A PICTON STREET INDICATES DIRECTION OF FLOW)

20.23m,66°
PUBLIC SANITARY SEWER LINE
CESS PIT
LOT 1 DP 209184
U
UPP
UP

20.23m,
PRIVATE STORMWATER (ARROW INDICATES
LOT 1 DP 192142 PUBLIC STORMWATER
OF FLOW) LINE
EXISTING TIMBER RETAINING WALL

EXISTING BASEMENT OUTLINE ONLY SUMP

DIRECTION

35° FALL

35° FALL
EXISTING BUILDING

KERB & CHANNEL

EDGE
MAINS WATER
MANHOLE
EXISTING FENCE
UP
MAINS
PUBLICGAS
SANITARY
EXISTING SEWER
RETAINING WALLLINE
EXI

EXISTING
STIN

EXOTIC PRIVATE SANITARY SEWER

TREE PUBLIC STORMWATER
OVERHEAD TELECOM LINE(ARROW
GT

INDICATES DIRECTION OF FLOW)

IMB

DN EXISTING SKYLIGHT MAINS WATER

PRIVATE STORMWATER (ARROW INDICATES
ER

REMOVED

DIRECTION
MAINS GAS OF FLOW)
RET
AIN

EXISTING EXISTING FLUE EXISTING SKYLIGHT EXISTING FENCE SEWER (ARROW

PRIVATE SANITARY

10° FALL
ING

CONCRETE REMOVED REMOVED INDICATES DIRECTION OF FLOW)

VEHICLE EXISTING RETAINING WALL
WA

40 EXISTING CONCRETE

ES
CROSSING
LL

VEHICLE CROSSING PRIVATE STORMWATER (ARROW INDICATES

NC
OVERHEAD TELECOM
DIRECTION OF FLOW)

RA
EA
CL
EXISTING FENCE

47.8

CH
AN
EXISTING RETAINING WALL

47.6

BR
36.88m, 337° 6' 0"

G
EXISTING CONCRETE

IN
EXISTING OVERHEAD TELECOM

NG
DRIVEWAY
CONCRETE DRIVEWAY

HA
44
42

43

ER
45
41
39

40

OV
38

47
37 OAK

46
TREE

A Building Consent 10/05/2024

NO. NAME ISSUE DATE

EXISTING SITE PLAN

A1-00
DRAWING SHEET

DRAWN BY PFA SCALE

PRINT DATE 10/05/2024 1:100 @ A1 REV A

32B PICTON STREET 32A PICTON STREET PROPOSED RENOVATION
LOT 2 DP 199504 LOT 1 DP 199504 34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 10/05/2024

 EXISTING RETAINING WALL
MAINS WATER
DOWNPIPE: REFER SPEC FOR MATERIAL IN
OVERHEAD TELECOM

Page 5 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

ACCORDANCE
MAINS GAS WITH NZBC E1/AS1 TABLE 5.
SITE PLAN - PROPOSED LEGEND
PROPOSED SPOT
CESS PIT
LEVEL (IN METRES) LOCATION MAP
PRIVATE SANITARY SEWER (ARROW
+00.00 INDICATES DIRECTION
EXISTING SPOT LEVEL OF
(IN FLOW)
METRES)
SUMP
PRIVATE
EXISTINGSTORMWATER (ARROW
CONTOUR LEVEL INDICATES
(IN METRES)
59.0 MANHOLE OF FLOW)
DIRECTION

PUBLIC SANITARY
PERFORATED
DOWNPIPE: REFER SEWER
SUBSOIL
SPEC LINEMATERIAL
DRAIN:
FOR 100Ø IN
NOVAFLOW IN FILTER SOCK
ACCORDANCE WITH NZBC E1/AS1 TO DRAIN TO5.
TABLE
PUBLIC STORMWATER
STORMWATER SYSTEMLINE
VIA SILT TRAP
CESS PIT
MAINS WATER
EXISTING FENCE
SUMP
MAINS GAS
EXISTING RETAINING WALL
PROPOSED
MANHOLE RENOVATION
PRIVATE SANITARY
OVERHEAD TELECOM SEWER (ARROW
NOTE: ACCORDINGINDICATES
TO PREVIOUSDIRECTION OF FLOW)
RESOURCE
PUBLIC SANITARY SEWER CONSENT
LINE
LUC60410116 THE EXISTING BUILDING COVERAGE IS 30%
PRIVATE
PROPOSED ADDITIONAL
PUBLIC STORMWATER
²
3mSTORMWATER (ARROW INDICATES
LINE
DIRECTION
EXISTING COVERAGE OF FLOW)
AREA: 226.1 m² NOT TO SCALE
36 PICTON STREET PROPOSED COVERAGE
MAINSAREA:
WATER 229.1m²
PERFORATED SUBSOIL DRAIN: 100Ø LEGAL DESCRIPTION / RELEVANT SITE INFO
LOT 1 DP 92896 NOVAFLOW
MAINS GAS IN FILTER SOCK TO DRAIN TO
STORMWATER SYSTEM VIA SILT TRAP SITE ADDRESS: 34 PICTON STREET, FREEMANS BAY,
PRIVATE SANITARY SEWER (ARROW AUCKLAND, 1011
EXISTING
INDICATESFENCE
DIRECTION OF FLOW)
LOT: 1
EXISTING RETAINING WALL
PRIVATE STORMWATER (ARROW INDICATES D.P: 192142
DIRECTION OF FLOW) CT: NA122A/437
OVERHEAD TELECOM
PERFORATED SUBSOIL DRAIN: 100Ø LOCAL BODY: AUCKLAND COUNCIL
NOVAFLOW IN FILTER SOCK TO DRAIN TO
STORMWATER SYSTEM VIA SILT TRAP ZONE: RESIDENTIAL- SINGLE HOUSE ZONE
WIND: MEDIUM
EXISTING FENCE EXPOSURE: ZONE C
EARTHQUAKE: ZONE 1
36.79m, 157° 2' 0" 22.43 m2 LANDSCAPED FRONT YARD EXISTING RETAINING WALL
EXISTING TIMBER FENCE CONSENT(S):
OVERHEAD TELECOM
DISTRICT PLAN: AUCKLAND UNITARY PLAN (OPERATIVE)

38

40
39

PICTON STREET
SITE AREAS

UP
41
EXISTING TIMBER FENCE

TOTAL SITE AREA 744m²

UP
EXISTING SURVEY INFORMATION
CARPORT

UP
SURVEYED BY:
PROPOSED THOMAS CONSULTANTS LTD.
DECK REBUILD
ALL LEVELS ARE IN TERMS OF AUCKLAND VERTICAL DATUM 1946
(MSL).

CONTOURS ARE SHOWN AT: 0.2 METRE INTERVALS

20.19m, 67° 6' 0"

3m FRONT YARD SET BACK

50° FALL 50° FALL
AREAS AND DIMENSIONS ARE SUBJECT TO VERIFICATION UPON
EXISTING
MEMBRANE ROOF
SURVEY.

EXISTING FOOTPATH
3° FALL
PROPOSED EXISTING

3° FALL
EXISTING: NOT
EXISTING
MEMBRANE
FLUE CONCRETE SITE NOTES
ROOF
DRIVEWAY
PART OF THIS ALL WORKS TO COMPLY WITH THE RELEVANT CLAUSES OF THE
LOT 1 DP 192142
CONSENT NZBC.

20.23m, 66° 51' 17"

35° FALL

35° FALL
EXISTING BUILDING ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE PRIOR
34A PICTON STREET TO CONSTRUCTION.
LOT 1 DP 209184
U
UPP
UP

ALL PUBLIC DRAINAGE HAS BEEN POSITIONED ACCORDING TO

LOT 1 DP 192142
EXISTING TIMBER RETAINING WALL

EXISTING BASEMENT OUTLINE

EXISTING ROOF ONLY COUNCIL RECORDS. ALL NEW AND EXISTING SERVICE ROUTES

35° FALL

35° FALL
EXISTING BUILDING AND DRAINS ARE SHOWN INDICATIVELY ONLY. DRAINAGE

KERB & CHANNEL

EDGE
CONTRACTOR TO LOCATE EXACT POSITION PRIOR TO
UP CONSTRUCTION.
EXI

EXISTING
STIN

EXOTIC ALL STORMWATER AND DRAINAGE TO COMPLY WITH E1 OF THE

TREE NZBC.
GT
IMB

ALL PLUMBING AND DRAINAGE TO COMPLY WITH NZBC E1/AS1,

ER

APPROVED SOLUTIONS G13/AS1, G13/AS2, G13/AS3.

RET

DP
NOVAFLO COIL WITH FILTER SOCK TO ALL RETAINING WALLS AND
AIN

EXISTING GUTTER BUILDER / SURVEYOR TO CHECK HIRB POINTS

FOUNDATION WALLS WHERE SHOWN. ALL SUBSOIL DRAINS TO

10° FALL
ING

CONCRETE PROPOSED SKYLIGHT PROPOSED SKYLIGHT

VEHICLE
15°
FALL PRIOR TOVIA
DISCHARGE CONSTRUCTION
SILT TRAP TO STORMWATER DRAINAGE
WA

40 EXISTING CONCRETE SYSTEM.

ES
CROSSING
LL

VEHICLE CROSSING

NC
PROPOSED ROOF IT IS THE SOLE RESPONSIBILITY OF THE BUILDER TO ENSURE

RA
EXTENSION ALL HEIGHT IN RELATION TO BOUNDARY POINTS ARE CHECKED

EA
FOR COMPLIANCE AFTER PROFILES ARE SETOUT AND PRIOR TO

CL
47.8
CONSTRUCTION.

CH
AN
47.6

BR
36.88m, 337° 6' 0" NOTE

G
EXISTING CONCRETE

IN
EXISTING

NG
DRIVEWAY
CONCRETE DRIVEWAY

HA
44
42

43

ER
45
41
39

40

OV
38

47
37 OAK

46
TREE

A Building Consent 10/05/2024

NO. NAME ISSUE DATE

PROPOSED SITE PLAN

A1-01
DRAWING SHEET

DRAWN BY PFA SCALE

PRINT DATE 10/05/2024 1:100 @ A1 REV A

32B PICTON STREET 32A PICTON STREET PROPOSED RENOVATION
LOT 2 DP 199504 LOT 1 DP 199504 34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

BCO10382213 Received by Auckland Council 10/05/2024

 Page 23 of 40 Building Consent BCO10382213 Approved by Auckland Council
A B
14,210
C D 24/06/2024
GENERAL NOTES

2,690 9,490 2,030 LEVELS

RL+10.020 FINISHED FLOOR LEVEL (FFL): DENOTES TOP OF FLOOR
CLADDINGS (STONE, TILES, TIMBER OVERLAY, ETC.).

BOUNDARY

BOUNDARY
REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG.
DECK RL, TERRACE RL, TILE RL, TIMBER OVERLAY RL, STUD RL,
CEILING RL, PARAPET RL, ETC.

CEILING RL: DENOTES THE UNDERSIDE OF THE STRUCTURE OR

BATTEN, NOT THE UNDERSIDE OF THE CEILING LINING.

3,720
FFL+6.300

EXISTING WEATHERBOARD

3,600
EXISTING WEATHERBOARD

FFL+2.700

2,700
FFL±0.000 (41.700)
SHARED DRIVEWAY

NORTH ELEVATION EXISTING

SCALE 1:50

4 3 2 1

17,740
6,120 7,000 4,620
RL+10.020

3,720
FFL+6.300

EXISTING WEATHERBOARD

3,600
B BC RFI LETTER 01 6/06/2024
A Building Consent 10/05/2024
TO
NO. NAME ISSUE DATE
CARPORT

EXISTING ELEVATIONS -
A2-00
FFL+2.700 DRAWING SHEET

EXISTING WEATHERBOARD NORTH & EAST

DRAWN BY PFA SCALE

PRINT DATE 6/06/2024 1:50 @ A1 REV B

2,700
PROPOSED RENOVATION
EXISTING BLOCKWORK 34 PICTON STREET, FREEMANS BAY,
FFL±0.000 (41.700)
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
TO LOWER DECK

EAST ELEVATION EXISTING

SCALE 1:50

BCO10382213 Received by Auckland Council 06/06/2024

 Page 24 of 40 Building Consent BCO10382213 Approved by Auckland Council
D C B A
24/06/2024
GENERAL NOTES

14,210 LEVELS
FINISHED FLOOR LEVEL (FFL): DENOTES TOP OF FLOOR
2,030 9,490 2,690 CLADDINGS (STONE, TILES, TIMBER OVERLAY, ETC.).
FFL+10.020
REDUCED LEVEL (RL): LEVELS RELATIVE TO SURVEY DATA. EG.

BOUNDARY

BOUNDARY
DECK RL, TERRACE RL, TILE RL, TIMBER OVERLAY RL, STUD RL,
CEILING RL, PARAPET RL, ETC.

CEILING RL: DENOTES THE UNDERSIDE OF THE STRUCTURE OR

BATTEN, NOT THE UNDERSIDE OF THE CEILING LINING.

3,720
FFL+6.300

EXISTING WEATHERBOARD

SHARED

3,600
DRIVEWAY

FFL+2.700

SOUTH ELEVATION EXISTING

SCALE 1:50

1 2 3 4
17,740

4,620 7,000 6,120

RL+10.020

3,720
FFL+6.300

EXISTING WEATHERBOARD

3,600
B BC RFI LETTER 01 6/06/2024
A Building Consent 10/05/2024

NO. NAME ISSUE DATE

EXISTING WEATHERBOARD
EXISTING ELEVATIONS -
A2-01
DRAWING SHEET
FFL+2.700

SOUTH & WEST

DRAWN BY PFA SCALE

EXISTING EASYLAP PANEL

CLADDING
PRINT DATE 6/06/2024 1:50 @ A1 REV B

2,700
AY
RIVEW
PROPOSED RENOVATION
ED D
SHAR

34 PICTON STREET, FREEMANS BAY,

FFL±0.000 (41.700) AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

WEST ELEVATION EXISTING

SCALE 1:50

BCO10382213 Received by Auckland Council 06/06/2024

 Page 29 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

SIKALASTIC 152 DAMP-

E
PROOFING TB R
-4121 MIGH W FO
R. O
SUPERCOURSE 500 DPC D OO O ALL
-4161T ING HED T
IST
EX OLIS ON.
M I
DE ULAT
EXISTING INS
EXTERIOR INTERIOR CONCRETE 90 R2.5 GREENSTUF
WALL INSULATION -4711
SOLITEX EXTASANA
WALL UNDERLAY -4161PC
10mm GIB WALL LINING
SUPERCOURSE 500 DPC
70x19mm HARDIE CLD -5113G
-4161T
STRUCTURAL CAVITY BATTEN. 10mm GIB WALL LINING
SUPERCOURSE 500 DPC -5113G
140 R3.2 GREENSTUF -4161T
SIKAFLEX 11FC SEALANT INSULATION -4711 10mm GIB WALL LINING
-4811S -5113G
JAMES HARDIE EASYLAP
SUPERCOURSE 500 DPC
PANEL CLADDING WATER STOP -4161T 90 R2.5 GREENSTUF
-4231HE READ IN 96 INSULATION -4711
CONJUNCTION WITH A3-09
EXISTING
HARDIE UPVC VENT STRIP. PROPOSED SLAB: CONCRETE PROPOSED
ENGINEER TBC WALL FRAMING
SUPERCOURSE 500 DPC
±0.000 (GROUND FLOOR FFL)
-4161T
SIKALASTIC 152 DAMP-
MIN
.50.

PROOFING
-4121
PROPOSED SLAB - 10mm GIB WALL LINING PROPOSED INTERIOR STORAGE
(UNPAVED)

REFER ENGINEERS -5113G FRAMING

(PAVED)
225 MIN
150 MIN

DRAWINGS

140 R3.2 GREENSTUF 07 PROPOSED FRAMING TO EXISTING CONCRETE WALL & DOOR PLAN DETAIL
RENDER INSULATION -4711 A1-20 SCALE 1:5
50mm
50mm
EXPOL
EXPOL 50mm EXPOL
THERMASLAB
THERMASLAB R1.32
R1.32 THERMASLAB R1.32 INTERIOR STORAGE
INSULATION
INSULATION
-3114E
-3114E INSULATION -3114E
SIKALASTIC 152 DAMP-
PROOFING THERMATHENE
THERMATHENE BLACK
BLACK THERMATHENE BLACK
-4121 DPM
DPM
-4161T
-4161T DPM -4161T 04 PROPOSED FRAMING TO EXISTING CURVED CONCRETE WALL PLAN DETAIL SIKALASTIC 152 DAMP-
A1-20 SCALE 1:5
PROOFING
-4121

90 R2.5 GREENSTUF
INTERIOR STORAGE INSULATION -4711
PROPOSED
FRAMING

140 R3.2 GREENSTUF

INSULATION -4711 10mm GIB WALL LINING
-5113G

SUPERCOURSE 500 DPC

-4161T
PROPOSED FOOTING -
REFER ENGINEERS EXISTING
DRAWINGS PROPOSED CONCRETE STORA
10mm GIB WALL LINING 10mm GIB WALL LINING GE
FRAMING WALL
-5113G -5113G
EXISTING FOOTING
ENGINEER TBC

INTER
IOR
00 FIBRE CEMENT CLADDING TO PROPOSED SLAB & FOUNDATION DETAIL 01 PROPOSED SLAB TO EXISTING SLAB & FOUNDATION DETAIL
A2-20 SCALE 1:5 A2-20 SCALE 1:5

08 PROPOSED FRAMING TO EXISTING CONCRETE WALL INTERNAL CORNER DETAIL

A1-20 SCALE 1:5
05 PROPOSED FRAMING INTERIOR/ STORAGE JUNCTION PLAN DETAIL
A1-20 SCALE 1:5

INTERIOR STORAGE

10mm GIB WALL LINING 10mm GIB WALL LINING B

-5113G -5113G

INTERIOR EXTERIOR
READ IN 94
10mm GIB WALL LINING CONJUNCTION WITH A3-09
-5113G B BC RFI LETTER 01 6/06/2024
140 R3.2 GREENSTUF PROPOSED
70x19mm HARDIE CLD READ IN 95 INSULATION -4711 FRAMING A Building Consent 10/05/2024
STRUCTURAL CAVITY BATTEN. CONJUNCTION WITH A3-09
.1 SUPERCOURSE 500 DPC NO. NAME ISSUE DATE
00
.M -4161T
JAMES HARDIE EASYLAP IN
CONSTRUCTION DETAILS
A3-00
100 MIN DRAWING SHEET
PANEL CLADDING

.100. MIN
-4231HE LINE OF SEALANT
TESCON EXTORA
EXISTING PROPOSED BOTH SIDES
SEALING TAPE -4161PC
100 MIN

FRAMING FRAMING
DRAWN BY PFA SCALE
READ IN
CONJUNCTION WITH
92 & 93
A3-09
TESCON EXTORA
SEALING TAPE -4161PC FLEXIBLE SEALANT
E
CO XIS
N TI
W CR NG
PRINT DATE 6/06/2024 1:5 @ A1 REV B
IN JOINT 15 AL ET
0 L E
M

PROPOSED RENOVATION
IN
TESCON EXTORA SIKAFLEX 11FC SEALANT
150 OVERLAP 140 R3.2 GREENSTUF SOLITEX EXTASANA
SEALING TAPE -4161PC MIN. -4811S
INSULATION -4711 CUT PANEL EDGES WALL UNDERLAY -4161PC
SOLITEX EXTASANA
WALL UNDERLAY -4161PC
TO BE SEALED. REFER FOR MORE
INFORMATION
91
A3-09
34 PICTON STREET, FREEMANS BAY,
SOLITEX EXTASANA INTERIOR EXTERIOR
FLEXIBLE SEALANT JAMES HARDIE EASYLAP
WALL UNDERLAY -4161PC HARDIE AXENT TRIM AUCKLAND, 1011
IN JOINT PANEL CLADDING Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
-4231HE 70x19mm HARDIE CLD HARDIE AXENT TRIM r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
HARDIE AXENT TRIM documents and/or site conditions. All workmanship and materials to be in accordance with relevant
STRUCTURAL CAVITY BATTEN. JAMES HARDIE EASYLAP
SOLITEX EXTASANA current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
SIKAFLEX 11FC SEALANT PANEL CLADDING
WALL UNDERLAY -4161PC must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
-4811S -4231HE

02 FIBER CEMENT CLADDING- PROPOSED TO EXISTING WALL PLAN DETAIL 03 FIBRE CEMENT CLADDING- EXTERNAL CORNER DETAIL 06 FIBRE CEMENT CLADDING- INTERNAL CORNER DETAIL
A1-20 SCALE 1:5 A1-20 SCALE 1:5 A1-20 SCALE 1:5

NOTE: STRUCTURE SHOWN INDICATIVELY ONLY. REFER TO DPC: ALL TIMBER TO BE SEPERATED FROM CONCRETE AND
ENGINEER DOCUMENTS FOR ALL STRUCTURAL DETAILS. DISSIMILAR MATERIALS WITH DPC- REFER TO THE SPECIFICATION.
BCO10382213 Received by Auckland Council 06/06/2024
 Page 30 of 40 Building Consent BCO10382213 Approved by Auckland Council 90x45 HANDRAIL FIXED
24/06/2024 BC 601
A3-08
WITH 4/100x3.75 NAILS TO
EACH STRUCTURAL POST

CONJUNCTION WITH
BC-301

max
A3-08

100

READ IN
CONJUNCTION WITH
90X45 TOP RAIL FIXED

READ IN
WITH 4/100x3.75 NAILS TO
STRUCTURAL POST
140 R3.2 GREENSTUF NOTE: REFER TO SHEET A3-10 FOR
INSULATION -4711 MORE INFORMATION ON BUILDING
WRAP & FLASHING TAPES.
INTERIOR INTERIOR
SOLITEX EXTASANA
WALL UNDERLAY -4161PC 90SQ GLULAM POST @ EXISTING ROOF STRUCTURE
TIMSPEC RADIATA PINE HORIZONTAL 1000 CRS
10mm GIB WALL LINING
WEATHERBOARDS -4221TP EXISTING GUTTER
-5113G
TESCON EXTORA SEALING TAPE

35 MIN
10 MIN
0.55MM STEEL FLASHING

P
-4161PC

N GA
-4221TP JAMES HARDIE® SOFFITS -4239JH

MIN
.35.

5 MI
.10. MIN
TESCON EXTORA SEALING TAPE

GAP
5 MI
INSTALL MIN. 50mm STRIP OF SEALANT

1,000mm MIN
-4161PC

N
MIN

AT BOTH ENDS OF FLASHING.

50

SOLITEX EXTASANA
0.55MM STEEL FLASHING

MIN
.10.
TESCON WS WALL UNDERLAY -4161PC
50 C -4221TP
TIMSPEC RADIATA PINE HORIZONTAL MIN CONNECTION TAPE TIMBER PACKER TESCON WS
WEATHERBOARDS -4221TP -4161PC TIMBER PACKER CONNECTION TAPE
WEATHER SEAL -4161PC
10mm GIB WALL LINING CONTINUOUS AIR SEAL
SOLITEX EXTASANA -5113G -4511 CONTINUOUS AIR SEAL
INTERIOR EXTERIOR
WALL UNDERLAY -4161PC TIMBER GLAZING BEAD EXTERIOR TIMBER -4511
WINDOWS & DOORS
EXTERIOR TIMBER
10 WEATHERBOARD- INTERNAL CORNER TO TIMBER JOINERY JAMB DETAIL BC 204
A3-08
READ IN
CONJUNCTION WITH WINDOWS & DOORS
125x25 PAILINGS FIXED -4511
A1-21 SCALE 1:5 WITH 3/60x3.15 NAILS TO
-4511 EACH RAIL, SPACING INTERIOR
EXTERIOR
LESS THAN 100mm

17 TYPICAL TIMBER BI-FOLD DOOR HEAD DETAIL

A2-21 SCALE 1:5

EXTERIOR INTERIOR
90X45 BOTTOM RAIL
FIXED WITH 4/100x3.75 EXTERIOR TIMBER
15 WEATHERBOARD TO TYPICAL TIMBER JOINERY HEAD DETAIL NAILS TO STRUCTURAL WINDOWS & DOORS CONTINUOUS AIR SEAL
A1-21 SCALE 1:5 POST -4511 -4511
12
MIN EXISTING CARPET
GAP

max
100

MIN
50
BC 205
A3-08 EXTERIOR TIMBER FRONT FIXING 90X90 SG8 0.55MM STEEL FLASHING

30
WINDOWS & DOORS POST, MAX 1M CRS, WITH -4221TP TESCON WS
BC 206 READ IN -4511 4 OF 10X200
190X45 DECKINGA4 CS F/T
JOISTS AS CONNECTION TAPE
CONJUNCTION WITH

A3-08 CONJUNCTION WITH SCREWS PER

AS PER SPAX
ENGINEERS TESCON EXTOSEAL FLASHING TAPE -4161PC
TIMBER GLAZING BEAD 'BOUNDARY SPECIFICATION.
JOIST AND -4161PC
BALUSTER POST FIXING
READ IN

INTERIOR EXTERIOR FOR DECKS(CONT.)' TESCON EXTORA SEALING TAPE

CONTINUOUS AIR SEAL -4161PC
-4511

50
NOTE: REFER TO SHEET A3-10 FOR

MIN
35
MORE INFORMATION ON BUILDING TESCON WS
CONNECTION TAPE SEAL TOP OF WEATHERBOARDS TO 190X45 DECKING JOISTS
WRAP & FLASHING TAPES.

5
-4161PC UNDERSIDE OF SILL FLASHING AS PER ENGINEERS
SADDLE FLASHING
SPECIFICATION.
EXTERIOR TIMBER 0.55MM STEEL FLASHING

MIN
50
-4221TP

MIN
WINDOWS & DOORS NEW 190X45 LAPPED

10
TESCON EXTOSEAL FLASHING TAPE NOTE: CONNECT BOUNDARY JOISTS NOTE: REFER TO FIGURE
-4511 -4161PC CANTILEVER JOISTS TO
TO DECK JOISTS AS PER ENGINEER'S 3604 FIGURE 7.6 16 OF E2/ AS1 FOR
TIMBER GLAZING BEAD TIMSPEC RADIATA PINE HORIZONTAL DETAILS ON SHEET S17. FURTHER SADDLE
TIMBER PACKER 10mm GIB WALL LINING
WEATHERBOARDS -4221TP SOLITEX EXTASANA FLASHING INFORMATION
-5113G
CONTINUOUS AIR SEAL 19 DECK HANDRAIL DETAIL WALL UNDERLAY -4161PC
WEATHER SEAL -4511 SOLITEX EXTASANA A2-21 Scale 1:5
WALL UNDERLAY -4161PC
SCRIBER
18 TYPICAL TIMBER BI-FOLD DOOR SILL & DECK DETAIL
TESCON WS A2-21 SCALE 1:5
CONNECTION TAPE
HEAD FLASHING ABOVE -4161PC
MIN
20

10mm GIB WALL LINING

TIMSPEC RADIATA PINE HORIZONTAL -5113G
WEATHERBOARDS -4221TP

SOLITEX EXTASANA
EXTERIOR

INTERIOR

WALL UNDERLAY -4161PC C

140 R3.2 GREENSTUF 16 WEATHERBOARD TO TYPICAL TIMBER JOINERY SILL DETAIL

INSULATION -4711 A1-21 SCALE 1:5

11 WEATHERBOARD- TIMBER JOINERY JAMB DETAIL

A1-22 SCALE 1:5

BC-404 READ IN
A3-08 CONJUNCTION WITH
EXTERIOR

INTERIOR

140 R3.2 GREENSTUF

INSULATION -4711 NEW INTERIOR LINING NOTE: ANY WALLS BEING RETROFITTED WITH
150 MIN. INSULATION MUST HAVE WALL UNDERLAY WITH A
140 R3.2 GREENSTUF BUILDING WRAP OVERLAP 20mm GAP TO CLADDING AS PER BRANZ BUILD 156:
INSULATION -4711 NOV 2016. REFER TO SHEET A3-10, DETAIL 104.
SOLITEX EXTASANA INTERIOR INTERIOR
WALL UNDERLAY -4161PC C BC RFI 02 10/06/2024
B BC RFI LETTER 01 6/06/2024

NO. NAME ISSUE DATE

0.55MM STEEL FLASHING PROPOSED FRAMING EXISTING FRAMING EXISTING FRAMING
MIN
20

-4221TP
CONSTRUCTION DETAILS
A3-01
DRAWING SHEET
MIN
.50.

C
MIN
.15.

DRAWN BY PFA SCALE

90° CORNER SOAKER TIMSPEC RADIATA PINE HORIZONTAL SOLITEX EXTASANA

EXTERIOR EXTERIOR
PRINT DATE 10/06/2024 1:5 @ A1 REV C
TO MATCH EXISTING .50. WEATHERBOARDS -4221TP WALL UNDERLAY -4161PC
WALL UNDERLAY STAPLED BETWEEN
EXISTING WEATHERBOARD
PROPOSED RENOVATION
MIN STUDS WITH 20mm GAP BEHIND.
TIMSPEC RADIATA PINE HORIZONTAL
EXISTING WEATHERBOARD
WEATHERBOARDS -4221TP

TIGHT MITRED JOIN WITH ADHESIVE SEALANT

34 PICTON STREET, FREEMANS BAY,
BETWEEN WEATHERBOARDS (30°-35° ANGLE)
STAGGERED JOINTS.
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r a ll d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e

12 WEATHERBOARD- EXTERNAL CORNER DETAIL 13 WEATHERBOARD- PROPOSED & EXISTING WALL PLAN DETAIL 14 EXISTING WALL TO NEW INTERIOR LINNG/ INSULATION RETRO FIT PLAN DETAIL documents and/or site conditions. All workmanship and materials to be in accordance with relevant
A1-21 SCALE 1:5 A1-21 SCALE 1:5 current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
A1-21 SCALE 1:5 must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

NOTE: STRUCTURE SHOWN INDICATIVELY ONLY. REFER TO

ENGINEER DOCUMENTS FOR ALL STRUCTURAL DETAILS.

DPC: ALL TIMBER TO BE SEPERATED FROM CONCRETE AND

DISSIMILAR MATERIALS WITH DPC- REFER TO THE SPECIFICATION.
BCO10382213 Received by Auckland Council 10/06/2024
 Page 31 of 40 Building Consent BCO10382213 Approved by Auckland Council SOLITEX EXTASANA
WALL UNDERLAY -4161PC
24/06/2024
HEAD FLASHING ABOVE
TESCON EXTORA SEALING TAPE
-4161PC
SCRIBER
TIMSPEC RADIATA PINE HORIZONTAL
WEATHERBOARDS -4221TP

MIN LAP
WEATHER SEAL

100
SOLITEX EXTASANA
0.55MM STEEL FLASHING TIMBER GLAZING BEAD WALL UNDERLAY -4161PC
-4221TP
EXTERIOR

MIN
EXTERIOR TIMBER

35
97 READ IN
A3-09 CONJUNCTION WITH P WINDOWS & DOORS

MIN
LA EXISTING 10mm GIB WALL LINING Figure 15: Sofft detail

20
N -4511
APRON VENT- RV10P(HALF) MI FRAMING VENTILATION AND 20 -5113G
0 MIN
20 DRAINAGE BATTEN- VB10 0.55MM STEEL FLASHING
-4221TP

50 MIN
DIMOND CORRUGATED ROOFING -4311D VENTILATION AND
DRAINAGE BATTEN-
SOLITEX MENTO 3000 ROOF UNDERLAY VB20

INTERIOR
-4161PC
50 MIN
20 MIN
GAP
TIMBER PACKER
CONTINUOUS AIR SEAL
TH -4511
RC 602 PA
N
A3-08
ATIO
IL TESCON WS
NT

CONJUNCTION WITH

CONJUNCTION WITH
SOLITEX EXTASANA
VE CONNECTION TAPE

CONJUNCTION WITH
WALL UNDERLAY -4161PC INTERIOR
-4161PC
(SECOND LAYER)

READ IN

READ IN
READ IN
SOLITEX MENTO 3000 ROOF UNDERLAY
rs
-4161PC 0c
60
@
E R BC
A F T ER T
R E
FOAM CLOSURE STRIP X 4 5 GIN
4 0 EN
1
BC 205 BC-301
A3-08 A3-08
50
24 WEATHERBOARD & TIMBER JOINERY INTERNAL CORNER DETAIL 25 TYPICAL GUTTER/WALL JUNCTION DETAIL
A1-21 SCALE 1:5 A1-40 SCALE 1:5
TESCON EXTORA SEALING TAPE
-4161PC 140 R3.4 GREENSTUF
INSULATION (ROOF) -4711
C
GUTTER TO
MATCH EXISTING EXISTING
JOISTS Figure 16: Cavity pipe penetration
SIZE C.O.S

FASCIA BOARD
90X45 CEILING JOISTS @
TIMSPEC RADIATA PINE HORIZONTAL 600crs ENGINEER TBC
WEATHERBOARDS -4221TP

10mm GIB WALL LINING

-5113G
SOLITEX EXTASANA RL+4.793 GIB 226 CLIP
HEIGHT TBC/ C.O.S
EXISTING CEILING

WALL UNDERLAY -4161PC 140 R2.9 GREENSTUF INSULATION

GIB 129 BATTEN MAX. 600crs SPACING. (FLOOR) -4711
13mm GIB® CEILING LINING -5113G
2,093

TIMSPEC RADIATA PINE HORIZONTAL TIMBER KAURI 18mm TIMBER

WEATHERBOARDS -4221TP FLOORING. SUBSTRATE.

SOLITEX EXTASANA
WALL UNDERLAY -4161PC

20 CORRUGATED ROOF TO GUTTER/ WALL DETAIL 22 CORRUGATE ROOF TO WEATHERBOARD CLADDING DETAIL TESCON EXTORA SEALING TAPE
A1-40 SCALE 1:5 A1-40 SCALE 1:5 -4161PC

BOTTOM OF BEARER
140x45 FLOOR
JOISTS
JAMES HARDIE® SOFFITS -4239JH
BATTEN

27 WEATHERBOARD CLADDING & SOFFIT DETAIL

A1-40 SCALE 1:5

EasyLap Panel™ Technical Specifcation August 2020 New Zealand 25

INTERIOR EXTERIOR
SOLITEX EXTASANA
WALL UNDERLAY -4161PC FIGURE 16- EASY LAP PANEL PIPE PENTRATION DETAIL
TIMSPEC RADIATA PINE HORIZONTAL
WEATHERBOARDS -4221TP

TESCON EXTORA SEALING TAPE

-4161PC
DIMOND CORRUGATED ROOFING -4311D
140 R3.2 GREENSTUF
INSULATION -4711 SOLITEX MENTO 3000 ROOF UNDERLAY
-4161PC
MIN LAP

SOLITEX MENTO 3000 ROOF UNDERLAY

.100.

-4161PC
DIMOND CORRUGATED ROOFING -4311D 140 x 45 RAFTERS 0.55MM STEEL FLASHING
@600crs ENGINEER TBC 2 CREST -4221TP
0.55MM STEEL FLASHING MIN LAP C BC RFI 02 10/06/2024
35

-4221TP EXTERIOR
0.75mm CONTINUOUS B BC RFI LETTER 01 6/06/2024
PROPOSED FOLDED CLIP
FRAMING NO. NAME ISSUE DATE

CONSTRUCTION DETAILS
A3-02
DRAWING SHEET

MIN
50
2 CREST INTERIOR

.1
MIN LAP

0.
TESCON EXTORA SEALING TAPE
140 x 45 RAFTERS
.1 -4161PC
@600crs ENGINEER TBC 5. DRAWN BY PFA SCALE

PRINT DATE 10/06/2024 1:5, 1:0.89 @ A1 REV C

PROPOSED
FRAMING TIMSPEC RADIATA PINE HORIZONTAL

PROPOSED RENOVATION
NOTE: INSULATION AT CEILING: WEATHERBOARDS -4221TP
REFER TO DETAIL 20 & 22. 140 R3.2 GREENSTUF
INSULATION -4711
SOLITEX EXTASANA
WALL UNDERLAY -4161PC 34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
21 CORRUGATED ROOF TO WEATHERBOARD CLADDING 90 DEG. JUNCTION DETAIL Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
A1-40 SCALE 1:5
23 CORRUGATED ROOF BARGE DETAIL r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
A1-40 SCALE 1:5 documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

NOTE: STRUCTURE SHOWN INDICATIVELY ONLY. REFER TO

ENGINEER DOCUMENTS FOR ALL STRUCTURAL DETAILS.

DPC: ALL TIMBER TO BE SEPERATED FROM CONCRETE AND

DISSIMILAR MATERIALS WITH DPC- REFER TO THE SPECIFICATION.
BCO10382213 Received by Auckland Council 10/06/2024
 Page 32 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024
D
11 Y
-43 LA
G R
FIN DE
O UN
RO F
TED ROO
A 00
R UG 30
R O
CO ENT
ND M
MO EX

1,000
I LIT C
D
SO 161P
-4

NG
SHI
A R
FL ET R IO
ICK TE R
CR VER ING TE
EX
DI ASH 0
FL 2 5 IN
M

GLASS BALUSTRADE 0
1 0 IN
-4612.1 M
rs
0c
EXISTING TIMBER FLOOR 60
@ C R
BOARDS EXPOSED +6.300 FIRST FLOOR FFL E R TB F TE
T
F R RA
ADLUX SKYLIGHT (HARMONY ROOF
5 R A INEE &
4 G F
O .S
WINDOW) -4554 0X EN RO C.O 140 R3.4 GREENSTUF
19 G
10mm GIB WALL LINING IN IZE INSULATION (ROOF) -4711
-5113G I ST S
EX
DAVANTECH BOND -

15 STA
UP
0M N
ADHESIVE FIX

IN D
OR
ERI
T EXISTING
2/240x45 JOISTS IN
CEILING

GIB 129 BATTEN MAX. 600crs SPACING.

20x60mm TIMBER
OR
ERI GIB 226 CLIP C
T
13mm GIB® CEILING EX
LINING -5113G OR
ERI 13mm GIB® CEILING LINING -5113G
T
IN

64 GLASS BALUSTRADE DETAIL

A2-20 SCALE 1:5
10mm GIB WALL LINING -5113G LINING TBC (MASTER ENSUITE).

ADLUX SKYLIGHT (HARMONY ROOF

R
WINDOW) -4554 RIO
TE
EX
OR C
ERI
T
IN

62 SKYLIGHT & EXISTING CORRUGATED ROOF DETAIL

A1-40 SCALE 1:5

EXTERIOR ADLUX HARMONY ROOF

WINDOW-OPENING
NG
SHI
A
FL
P INTERIOR
LA
N
0 MI
20
FLASHING DIMOND CORRUGATED ROOFING -4311D
.15 ST
UP

D
11
0. AN

-43

UPSTAND
MI D

.150. MIN
G SOLITEX MENTO 3000 ROOF UNDERLAY
IN
N

OF -4161PC
RO Y 2 CREST
E D LA C MIN
AT R
E 1P EXTERIOR
RUG U ND 416
R -
CO O OF
D R rs
M ON 000 0c
DI O
3 60
NT @ C
ME
T E R TB
EX A F EER
L IT
4 5 R GIN
SO 0 X EN
19 C BC RFI LETTER 01 6/06/2024
B BC RFI's 1 15/05/2024
OR F 11
RI S TU ) -47 NO. NAME ISSUE DATE
TE N F
EX R EE OO
(R
CONSTRUCTION DETAILS
A3-06
G DRAWING SHEET
3 .4 ION
0 R AT 10mm GIB WALL LINING -5113G
14 SUL 13mm GIB® CEILING LINING -5113G
IN
INTERIOR
DRAWN BY PFA SCALE

CAVITY
EQ
BOTH SIDES
& BETWEEN
CEILING BATTEN
PRINT DATE 6/06/2024 1:5 @ A1 REV C
SKYLIGHTS CAVITY

OR
CRITICAL
ALIGNMENT PROPOSED RENOVATION
RI
IN
TE 34 PICTON STREET, FREEMANS BAY,
10mm GIB WALL LINING -5113G AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
61 SKYLIGHT & EXISTING CORRUGATED ROOF DETAIL 63 SKYLIGHT & EXISTING CORRUGATED ROOF DETAIL current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
A1-40 SCALE 1:5 A2-21 SCALE 1:5

NOTE: STRUCTURE SHOWN INDICATIVELY ONLY. REFER TO

ENGINEER DOCUMENTS FOR ALL STRUCTURAL DETAILS.

C DPC: ALL TIMBER TO BE SEPERATED FROM CONCRETE AND

DISSIMILAR MATERIALS WITH DPC- REFER TO THE SPECIFICATION.
BCO10382213 Received by Auckland Council 06/06/2024
 Page 33 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

SILICONE SEALANT - WALL LINING

AND TILES TO PLUMBING FIXTURE

SILICONE SEALANT ALLPROOF CHANNEL DRAIN INDICATIVE SHOWER ENCLOSURE

WITH TILE INSERT GRATE WITH RECESSED MOUNTED CHANNEL
MAPEI® MAPELASTIC
SILICONE SEALANT AQUADEFENSE WATERPROOFING SELECTED FLOOR TILES

MAPEI® MAPELASTIC MAPEI® MAPEBAND REINFORCING

AQUADEFENSE WATERPROOFING TAPE TO ALL JUNCTIONS
1:50 FALL MIN. TO
SHOWER DRAIN SELECTED FLOOR TILES
6221M.1 SELECTED INDOOR TILES
1:50 FALL MIN. TO 1:50 FALL MIN. TO
SHOWER DRAIN SHOWER DRAIN

SCREED TO
SCREED TO FORM FORM FALL
SHOWER FALL
5111H 9mm VILLABOARD TILE
SUBSTRATE
FCS SUBSTRATE FCS SUBSTRATE SLAB FLOOR REBATE
MAPEI® MAPELASTIC
AQUADEFENSE WATERPROOFING
6221M.1 SELECTED INDOOR TILES EXISTING TIMBER FLOOR EXISTING TIMBER FLOOR JOIST STRUCTURE
JOIST STRUCTURE C.O.S C.O.S

WASTE WATER PIPE

71 TYPICAL PIPE PENETRATION DETAIL 74 TILED CHANNEL DRAIN REBATED - TIMBER FLOOR JOIST DETAIL 75 SHOWER TILED & REBATED - TIMBER FLOOR JOIST DETAIL
A1-21 SCALE 1:2
A1-22 SCALE 1:2 A1-21 SCALE 1:2

5111H 9mm VILLABOARD TILE 4721: 90 GREENSTUFF SELECTED WALL TILES

SUBSTRATE ACOUSTIC INSULATION 9mm FIBRE CEMENT SHEET
6221M.1 SELECTED INDOOR TILES
MAPEI® MAPELASTIC
4721: 90 GREENSTUFF AQUADEFENSE WATERPROOFING
ACOUSTIC INSULATION NOTE: EXTEND FULL HEIGHT IN

AND 2,000mm ABOVE FFL

SHOWER AREA

WATERPROOFING

IN SHOWER AREA
FLEXIBLE SILICONE SEALANT

114mm MIN.

UPSTAND
FLEXIBLE SILICONE SEALANT MAPEI® MAPEBAND REINFORCING
LUMBERLOK® STUD SAVER TAPE TO ALL CORNERS
MAPEI® MAPELASTIC
AQUADEFENSE WATERPROOFING
STONE VANITY SELECTED FLOOR TILES

6221M.1 SELECTED INDOOR TILES

FLEXIBLE SILICONE SEALANT FCS SUBSTRATE
MAPEI® MAPEBAND REINFORCING
TAPE TO ALL CORNERS
MAPEI® MAPELASTIC FLEXIBLE SILICONE SEALANT
AQUADEFENSE WATERPROOFING
5111H 9mm VILLABOARD TILE EXISTING TIMBER FLOOR
SUBSTRATE JOIST STRUCTURE C.O.S

76 TYPICAL TILED WALL AND STONE VANITY DETAIL 77 TILED WALL INTERNAL CORNER PLAN DETAIL 78 TILED WALL AND FLOOR JUNCTION
A1-22 SCALE 1:2 A1-22 SCALE 1:2 A2-21 SCALE 1:2

Nogs at 400mm crs both ways for inetrnal waterproofing on timber framing.

B BC RFI LETTER 01 6/06/2024

A Building Consent 10/05/2024

NO. NAME ISSUE DATE

B
CONSTRUCTION
A3-07
DRAWING SHEET

DETAILS- WET AREAS

DRAWN BY PFA SCALE

PRINT DATE 6/06/2024 1:2 @ A1 REV B

PROPOSED RENOVATION
34 PICTON STREET, FREEMANS BAY,
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

NOTE: STRUCTURE SHOWN INDICATIVELY ONLY. REFER TO

ENGINEER DOCUMENTS FOR ALL STRUCTURAL DETAILS.

DPC: ALL TIMBER TO BE SEPERATED FROM CONCRETE AND

DISSIMILAR MATERIALS WITH DPC- REFER TO THE SPECIFICATION.
BCO10382213 Received by Auckland Council 06/06/2024
 Note: For allNote:
the fixing
For Note:
all
details
theFor
fixing
refer
all details
the
NZBC
fixing
refer
Clause
details
NZBC
E2/AS1.
refer
Clause
NZBC
Table
E2/AS1.
Clause
24 Table
E2/AS1.
24 Table 24

BC 203,
BC Aluminum
203,
BCAluminum
203,
Joinery
Aluminum
Joinery
- Sill Joinery
(Direct
- Sill (Direct
Fix)
- Sill (Direct
Fix) Fix) BC 202,
BC Aluminum
202,
BCAluminum
202,
Joinery
Aluminum
Joinery
- Jamb
Joinery
-(Direct
Jamb- Jamb
(Direct
Fix) (Direct
Fix) Fix)

Page 34 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024

BC 201,
BC Aluminum
201,
BCAluminum
201,
Joinery
Aluminum
Joinery
- Head
Joinery
-(Direct
Head- Head
(Direct
Fix) (Direct
Fix) Fix)

Wall framing Internal lining

Continuous Continuous
Air Seal Continuous
Air Seal Air Seal
(Sealant over
(Sealant
Backing
over
(Sealant
Backing
over Backing
Rod) Rod) Rod)
Flexible building
Flexible
underlay
building
Flexibleunderlay
building underlay
Sill Packers Sill Packers Sill Packers Sill Packers
Continuous Air Seal Continuous Air Seal Continuous Air Seal Continuous Air Seal
Internal lining (Sealant over Backing Rod) Aluminium Joinery Internal lining (Sealant over Backing Rod) Aluminium Joinery Internal lining (Sealant over Backing Rod) Aluminium Joinery Internal lining (Sealant over Backing Rod)
ITI Timspec bevelback ITI Timspec bevelback ITI Timspec bevelback ITI Timspec bevelback
weatherboards
Flexible Flashing tape
(indicitive) Internal Lining
Continuous Air Seal weatherboards
Flexible Flashing tape
(indicitive) Internal Lining
Continuous Air Seal weatherboards
Flexible Flashing tape
(indicitive) Internal Lining
Continuous Air Seal Internal lining weatherboards
Flexible Flashing tape
ITI TimspecITI
bevelback
Timspec
ITIbevelback
Timspec bevelback Flexible building
along full width of sill Frame Block (Sealant over Backing Rod)

Flexible building
along full width of sill Frame Block (Sealant over Backing Rod)

Flexible building
along full width of sill Frame Block (Sealant over Backing Rod)

Flexible building
along full width of sill
Building underlay Building underlay Building underlay Building underlay
weatherboards
weatherboards
weatherboards underlay
dressed into
Minimum 8mm cover Packers

Internal Lining
Internal Lining
underlay

Internal Lining
dressed into
Minimum 8mm cover Packers underlay
dressed into
Minimum 8mm cover Packers underlay
dressed into

Flexible Flashing
FlexibletapeFlashing
Flexibletape
Flashing tape Additional building underlay
or flashing tape from
opening
5mm
Timber Packer Where
Required
Additional building underlay
or flashing tape from
opening
5mm
Timber Packer Where
Required
Additional building underlay
or flashing tape from
opening
5mm
Timber Packer Where
Required
Additional building underlay
or flashing tape from
opening

overlap above lapped Building underlay dressed into overlap above lapped Building underlay dressed into overlap above lapped Building underlay dressed into overlap above lapped
along full width
along of full
Sill width
alongWall
of
fullSill
width of Sill
framing over flashing
Internal lining
opening Flashing Tape turned
up from sill and also at corners
over flashing opening Flashing Tape turned
up from sill and also at corners
over flashing opening Flashing Tape turned
up from sill and also at corners Wall framing over flashing
with Head with Head with Head

Internal lining
Internal lining
Internal lining Packer and Packer
turned up and Packer
turnedand up turned up Support packer where 5mm gap without seal Flexible Building
Support packer where 5mm gap without seal Flexible Building
Support packer where 5mm gap without seal Flexible Building
Support packer where
Additional Building
AdditionalAdditional
Building Building 200mm at Jambs
Lintel
200mm at200mm Jambs at Jambs
required
underlay
Line of Head Lintel
required
underlay
Line of Head Lintel
required
underlay
Line of Head Lintel
required
ITI Timspec Flashing (above)
Flexible building underlay
ITI Timspec Flashing (above) ITI Timspec
Flexible building underlay Flashing (above)

underlay or underlay
Flashing or
Tape
underlay
FlashingorTape
Flashing Tape
Head flashing must
bevelback
weatherboards Head flashing must
bevelback

Packer
weatherboards
Packer Packer Head flashing must
bevelback
weatherboards Head flashing must
Sill Packer Sill PackerSill Packer

35

35

35

35
have 35mm upstand have 35mm upstand have 35mm upstand have 35mm upstand
See Note forSee
details
Note See
for details
Note for details Install min. 50mm strip of
sealant at both ends of flashing
ITI Timspec bevelback
weatherboards
Install min. 50mm strip of
sealant at both ends of flashing
ITI Timspec bevelback
weatherboards
Timspec selected cavity Install min. 50mm strip of
sealant at both ends of flashing
ITI Timspec bevelback
weatherboards
Install min. 50mm strip of
sealant at both ends of flashing
Wall framingWall framing
Wall framing (continuous(continuous
along full (continuous
width)
along full width)
along full width) Timber Sill Timber SillTimber Sill Wall framing Internal lining

Min. 10mm

Min. 10mm

Min. 10mm

Min. 10mm
Flexible building underlay Flexible building underlay Flexible building underlay
Minimum 5mm capillary gap Minimum 20mm
head flashing extension
Minimum 10mm
joinery cover over weatherboards
Minimum 5mm capillary gap
batten Minimum 20mm
head flashing extension
Minimum 10mm
joinery cover over weatherboards
Minimum 5mm capillary gap Minimum 20mm
head flashing extension
Minimum 10mm
joinery cover over weatherboards
Minimum 5mm capillary gap

Packers on Packers
Sill Flashing
on
Packers
Sill Flashing
on Sill Flashing Head flashing to provide
Scriber sealed to weatherbaords
Internal lining
Head flashing to provide
Scriber sealed to weatherbaords
Head flashing to provide
Scriber sealed to weatherbaords
Head flashing to provide
Building underlay dressed
into opening with
at 400mm between
at 400mmat between
400mm between minimum 10mm cover
to Joinery head flange
Building underlay dressed
into opening with
minimum 10mm cover
to Joinery head flange
Timspec bevelback Building underlay dressed
into opening with
minimum 10mm cover
to Joinery head flange
Building underlay dressed
into opening with
minimum 10mm cover
to Joinery head flange
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
flashing tape at corners
Continuous air seal
centers centers centers Aluminium joinery
(indicitive)
flashing tape at corners
Continuous air seal
Aluminium joinery
(indicitive)
Weatherboard flashing tape at corners
Continuous air seal
Aluminium joinery
(indicitive)
flashing tape at corners
Continuous air seal
Aluminium joinery
(indicitive)
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing
(sealant over backing rod)
Sill FlashingSill to Flashing
provide
SilltoFlashing
provideto provide (sealant over backing rod) (sealant over backing rod) (sealant over backing rod)
Wall framing

10

10

10
Seal head flashing to joinery head flange Seal head flashing to joinery head flange Seal head flashing to joinery head flange Seal head flashing to joinery head flange
for Very-high wind zones
Wall framing for Very-high wind zones for Very-high wind zones for Very-high wind zones

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Building underlay
Building underlay
Building underlay minimum 10mm minimumcover10mm
minimum cover
10mm cover Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Additional building underlay Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24

Head Flashing
Headmust
Flashing
Headmust
Flashing must dressed intodressed
openinginto
dressed
opening
into opening to- Jamb
Weatherboardsto Weatherboards
to Weatherboards Flexible building
Flexible building
Flexible building
BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Aluminum Joinery - Sill (Direct Fix) BC 202, Aluminum Joinery (Direct Fix) BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Aluminum Joinery - Sill (Direct Fix) to overlapBCcavity closerJoinery - Jamb (Direct Fix)
202, Aluminum BC 201, Aluminum Joinery - Head (Direct Fix) Note: For all the fixing
BC 203, Aluminum Joinery - Sill (Direct Fix) BC 202, Aluminum Joinery - Jamb (Direct Fix) BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Alumin
have 35mmhave
upstand
35mmhave
upstand
35mm upstand underlay underlay underlay Weatherboards scribed and

35

35

35
details refer NZBC notched at corner
with hem/hook
with hem/hook
with hem/hook Install min. 50mm
Install min.
strip
Install
50mm
of min.
strip
50mm
of strip of ITI Timspec bevelback
Clause E2/AS1. Table Minimum 50mm

sealant at both
sealant
endsatofsealant
both ends
at both
of ends of Seal top of Seal top ofSeal top of ITI TimspecITI
bevelback
Timspec
ITIbevelback
Timspec bevelback 24 Flashing to provide minimum 50mm
weatherboards
Continuous Air Seal
(Sealant over Backing Line of Head
Line of Head
Line of Head Continuous Air Seal
(Sealant over Backing
Continuous Air Seal
(Sealant over Backing
flashing flashing flashing Weatherboards
Weatherboards
Weatherboards weatherboards
Rod)
weatherboards
weatherboards Rod) cover behind weatherboards Rod)

Packer to suit Flashing (above)

Flashing (above)
Flashing (above)
Flexible building underlay Flexible building underlay Flexible building underlay Flexible building underlay
to undersidetoofunderside
Sill to underside
of Sill of Sill

Min. 10mm

Min. 10mm

Min. 10mm
Minimum 5mmMinimum Minimum
ITI Timspec bevelback
Internal Lining
Internal Lining
Internal Lining Flashing Flashing Flashing
ITI Timspec bevelback ITI Timspec bevelback
Note: For all the
ITI Timspec bevelback
capillary5mm
gap 5mm
capillary gapcapillary gap weatherboards
Flexible Flashing tape Internal Lining weatherboards
Flexible Flashing tape Internal Lining weatherboards
Flexible Flashing tape Internal Lining weatherboards
Flexible Flashing tape
Lintel Lintel Lintel along full width of Sill along full width of Sill along full width of Sill
fixing details
along full width of Sill
Internal lining
Additional Building
Packer and turned up
200mm at Jambs
Internal lining
Additional Building
Packer and turned up
200mm at Jambs
Internal lining
Additional Building Wall framing
Packer and turned up
200mm at Jambs
Internal lining
Additional Building
Packer and turned up
200mm at Jambs
underlay or Flashing Tape
See Note for details Sill Packer Packer underlay or Flashing Tape
See Note for details Sill Packer Packer underlay or Flashing Tape
See Note for details Sill Packer 90 x 90mm Internal Corner
Flexible(hemmed) Flashing
building underlay Packer
refer NZBC
underlay or Flashing Tape
See Note for details Sill Packer
Wall framing (continuous along full width) Timber Sill Wall framing (continuous along full width) Timber Sill Wall framing (continuous along full width) Timber Sill Wall framing (continuous along full width)

Head FlashingHead
to provide
Flashing
Head
to provide
Flashing to provide Packers on Sill Flashing
at 400mm between
Packers on Sill Flashing
at 400mm between
Packers on Sill Flashing
at 400mm between Clause E2/AS1. Packers on Sill Flashing
at 400mm between

minimum 10mm minimum

cover 10mm
minimum
cover10mm cover
centers
Sill Flashing to provide Weatherboards scribed
ITIand
TimspecITI
bevelback
Timspec
ITIbevelback
Timspec bevelback
centers
Sill Flashing to provide
centers
Sill Flashing to provide Table 24
centers

10

10

10
Building underlay
Buildingdressed
underlay
Buildingdressed
underlay dressed Building underlay minimum 10mm cover Building underlay minimum 10mm cover Minimum 5mm capillary gap Building underlay minimum 10mm cover ITI Timspec bevelbackITIweatherboards
Timspec bevelback
Building underlay to overlap Building underlay
Head Flashing must dressed into opening to Weatherboards notched at corner
Flexible building
underlay weatherboards
weatherboards
weatherboards Head Flashing must dressed into opening to Weatherboards Flexible building
underlay
Head Flashing must dressed into opening to Weatherboards Flexible building
underlay
Head Flashing must dressed into opening
have 35mm upstand have 35mm upstand have 35mm upstand
Internal lining weatherboard have 35mm upstand

35

35

35

35
into openinginto
with
openingintowith
opening with with hem/hook Install min. 50mm strip of with hem/hook Install min. 50mm strip of with hem/hook Install min. 50mm strip of cavity closer with hem/hook Install min. 50mm strip of
'Z' flashing to have minimum 15° slope,
Minimum 50mm

sealant at both ends of Seal top of

Weatherboards Flashing to provide minimum 50mm ITI Timspec bevelback Line of Head
sealant at both ends of
Minimum 20mm
Minimum 20mm
Minimum 20mm
Seal top of
Weatherboards
ITI Timspec bevelback Line of Head
sealant at both ends of Seal top of
Weatherboards
Flexible building underlay
ITI Timspec bevelback Line of Head
sealant at both ends of

Flashing Tape
Flashing
at corners
Tape
Flashing
at corners
Tape at corners flashing
to underside of Sill
weatherboards Flashing (above)
flashing

minimum 35mm upstand and to underside of Sill

weatherboards Flashing (above)
flashing
to underside of Sill
weatherboards Flashing (above)
flashing

Min. 10mm

Min. 10mm

Min. 10mm

Min. 10mm
Internal Lining Internal Lining Internal Lining Internal Lining
Lintel
Minimum 5mm capillary gap Flashing
cover behind weatherboards Lintel
Minimum 5mm capillary gap
head flashing
head
extension
flashing
headextension
flashing extension Flashing
Lintel
Minimum 5mm capillary gap Flashing
Lintel
Minimum 5mm capillary gap

minimum 35mm cover over weatherboards Skirting

21.0000

Topjoin
edge of adhesive
weatherboard
Continuous Continuous
air seal Continuous
air seal air seal Head Flashing to provide
minimum 10mm cover ITI Timspec bevelback
Head Flashing to provide
minimum 10mm cover ITI Timspec bevelback
Head Flashing to provide
minimum 10mm cover Tight mitred with ITI Timspec bevelback
Head Flashing to provide
minimum 10mm cover
Building underlay dressed
Important: Seal
Important:
Sill Flashing
Seal
Important:
toSill
Flashing
Flashing
Seal Tape
Sill
to Flashing
Flashing
weatherboards (on Sill Packer)
Tape
to Flashing
(onand
SillTape
also
Packer)
to
(on Sill
andPacker)
also to and also to Building underlay dressed weatherboards Building underlay dressed weatherboards Building underlay dressed
(Sealant over
(Sealant
backingover
(Sealant
rod)backing
overrod)
backing rod) into opening with
Flashing Tape at corners Minimum 20mm
into opening with
Flashing Tape at corners Scriber sealed
Scriber
to weatherbaords
sealed
Scriber
to weatherbaords
sealed to weatherbaords Minimum 20mm
into opening with
Flashing Tape at corners sealant between weatherboards Minimum 20mm
into opening with
Flashing Tape at corners
Timber Sill with
Timber
suitable
Sillcold
with
Timber
sealant.
suitable
Sill with
coldsuitable
sealant.cold sealant. head flashing extension head flashing extension head flashing extension
Continuous air seal
(Sealant over backing rod) Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to
90 x 90mm Internal Corner (hemmed) Flashing
Continuous air seal
(Sealant over backing rod) Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to
Continuous air seal
(Sealant over backing rod) Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to (30°-35° angle) Continuous air seal
(Sealant over backing rod) Important: Seal Sill Fla

Note: Additional
Note:
building
Additional
underlay
Note:building
Additional
to extend
underlay
building
up wall
to extend
underlay
to nearest
uptowall
extend
lap to
above
nearest
up walllap
to above
nearest lap above Note: Additional building underlay to extend up wall to nearest lap above
Timber Sill with suitable cold sealant. Scriber sealed to weatherbaords
Note: Additional building underlay to extend up wall to nearest lap above
Either a continuous horizontal cavity batten
Timber Sill with suitable cold sealant. Scriber sealed to weatherbaords
Note: Additional building underlay to extend up wall to nearest lap above DPC
Timber Sill with suitable cold sealant. Scriber sealed to weatherbaords
Note: Additional building underlay to extend up wall to nearest lap above
Timber Sill with suitab

and extend down

and as
extend
far asdown
and
possible
extend
as far
into
down
asCavity
possible
as far
Closer.
as
intopossible
Cavity Closer.
into Cavity Closer.
and extend down as far as possible into Cavity Closer.
Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 and extend down as far as possible into Cavity Closer.
Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
Note: For allNote:
the fixing
For Note:
all
details
theFor
fixing
refer
all details
the
NZBC
fixing
refer
Clause
details
NZBC
E2/AS1.
refer
Clause
NZBC
Table
E2/AS1.
or Clause
24 Table
100mm E2/AS1.
24spacers
cavity Table 24
with minimum 5° fall
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 and extend down as far as possible into Cavity Closer.
Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 and extend down as far as possible into Cavity Closer.
Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer Minimum 150.0000mm for membrance upstand

Note: For all the fix

and extend down as far as possible into Cavity Closer. and extend down as far as possible into Cavity Closer. and extend down as far as possible into Cavity Closer.
Nail to be 21mm along from front edge of join and extend down as far as possible into Cavity Closer.

Alternatively Flashing
Alternatively
TapeAlternatively
Flashing
to extendTape
up
Flashing
wall
to extend
a minimum
Tapeuptowall
extend
of a50mm
minimum
up above
wall of
a minimum
Cavity
50mm Closer
above
of 50mm
Cavity
above
Closer Cavity Closer Note: For allNote:
the fixing
For Note:
all
details
theFor
fixing
refer
all details
the
NZBC
fixing
refer
Clause
ITIdetails
NZBCE2/AS1.
Timspecrefer
Clause
NZBC
Table
E2/AS1.
Clause
bevelback24 Table
E2/AS1.
24 Table 24
weatherboards Packer to fit
and extend downand as
extend
far asdown
and
possible
extend
as far
into
down
asCavity
possible
as far
Closer.
as
intopossible
Cavity Closer.
into Cavity Closer. Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 to prevent nailing through back board Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24

BC 204, Wooden Joinery - Head BC 206, Wooden Joinery - Head Flexible building
Figureunderlay
32 BC 205, Wooden Joinery - Jamb BC 204, Wooden Joinery - Head BC 206, Wooden Joinery - Head Figure 32 BC 205, Wooden Joinery - Jamb BC 204, Wooden Joinery - Head BC 206, Wooden Joinery - Head 6.0000

Figure 32 BC 205, Wooden Joinery - Jamb BC 204, Wooden Joinery - Head BC 206, Woo
50.0000

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
File Name: File Name: File Name: Note: For all the fixing details refer NZBC Clause E2/AS1. Tabl

or 175mm to finished ground

Top edge of weatherboard

Minimum 100mm to paving

Note: For allNote:
the fixing
For Note:
all
details
theFor
fixing
refer
all details
the
NZBC
fixing
refer
Clause
details
NZBC
E2/AS1.
refer
Clause
NZBC
Table
E2/AS1.
Clause
24 Table
E2/AS1.
24 Table 24 Direct Fix Joinery Details - Bevelback Direct Fix Joinery Details - Bevelback Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24Direct Fix Joinery Details - Bevelback
Direct Fix Joinery Details - Bevelback Direct Fix Joinery Details - Bevelback Direct Fix13Joinery
BC-301,Details - Bevelback Direct
Framing to fully
Fix Joinery De
Minimum 150mm to paving
or 225mm to finished ground

Sheet 01 Sheet 01 Figure Internal Corner Notched and Scribed

Sheet 01 (Direct Fix) Figure
support 9 BC-401, Inter Store
BC 204,
BC Wooden
204,
BC 204,
Wooden
Joinery
Wooden
Joinery
- Head
Joinery
- Head
- Head Sheet 01 BC 206,
BC Wooden
206,
BC 206,
Wooden
Joinery
Wooden
Joinery
- Head
Joinery
1- Head
A4 - 17/09/2019
Head Revision Paper Size Last Updated:

1:5
original Scale:
Figure
Sheet 01 Figure
32 BC
Figure
32205,
BC32Wooden
205,
BC 205,
Wooden
Joinery
Wooden
Joinery
- Jamb
Joinery
1 -A4
Jamb- Jamb
17/09/2019
Revision Paper Size Last Updated: original Scale:

1:5 Sheet 01 Concrete

1
foundation
Revision Paper Size

A4 17/09/2019
Last Updated: original Scale:

1:5
membrane
Sheet 01
Do not scale from drawing. Please check all dimensions before matching. Do not scale from drawing. Please check all dimensions before matching. Do not scale from drawing. Please check all dimensions before matching.

BC 204 BC 206 BC 205 BC-301 20mm triangular

fillet
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 File Name:File Name: File Name:
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24

Direct
Direct
Direct
Fix Joinery
Fix FixJoinery
Joinery
Details
Details
Details
- Bevelback
- Bevelback
- Bevelback
Direct
Direct
Direct
FixFix
Joinery
FixJoinery
Joinery
Details
Details
Details
- Bevelback
- Bevelback
- Bevelback
Figure 13 BC-301, Internal Corner Notched and Scribed (Direct Fix) Figure 9 BC-401, Inter Storey Cavity Junction (Direct Fix) Figure
Figure 10 16 BC-502,
BC-402, Base,
Within Concrete
board slab on
joins (Scarf ground (Direct Fix)
Joints) Figure 17 BC-503, Bas
cladding finish above d
Sheet
SheetSheet
01 0101 Wall framing
Revision
Revision
Revision
Paper Size Last Updated:
Paper Paper
Size Last Updated:
Size Last Updated: original original
Scale:original
Scale: Scale: Internal lining

Sheet
Sheet
Sheet
010101
Flexible building underlay
Flexible building underlay 1 1 A4
1 A4 A417/09/2019
17/09/2019
17/09/2019 1:51:51:5 Skirting Roof underlay to Internal lining
Timspec selected cavity drain into spouting
Timspec
battenselected cavity Wall framing Internal lining
Sill Packers
Wall framing Internal lining Sill Packers Sill Packers Roof framing Sill Pa

Internal lining batten Internal lining

Continuous Air Seal
(Sealant over Backing Rod) Internal lining
Do not scale
Do notfrom
Do
scale
not
drawing.
from
scaledrawing.
from
Please
drawing.
Please
check Please
all
check
dimensions
check
all dimensions
allbefore
dimensions
matching.
beforebefore
matching.
matching.
Continuous Air Seal
(Sealant over Backing Rod) Internal lining
Continuous Air Seal
(Sealant over Backing Rod) Internal lining
Continuous Air Seal
(Sealant over Backing Rod)

Timspec bevelback
ITI Timspec bevelback Aluminium Joinery ITI Timspec bevelback Aluminium Joinery ITI Timspec bevelback Aluminium Joinery ITI Timspec bevelback
Minimum slop
Internal lining weatherboards
Flexible Flashing tape
(indicitive) Internal Lining
Continuous Air Seal weatherboards
Flexible Flashing tape
(indicitive) Internal Lining
Continuous Air Seal weatherboards
Flexible Flashing tape
(indicitive)
Continuous horizontal cavity batten
Internal Lining
Continuous Air Seal weatherboards
Flexible Flashing tape
Timspec bevelback
Weatherboard Flexible building
along full width of sill
Building underlay
Frame Block (Sealant over Backing Rod)

Flexible building
along full width of sill
Building underlay
Frame Block (Sealant over Backing Rod)

Flexible building
along full width of sill
Building underlay
Frame Block
Flexible
to close off top ofbuilding underlay
wall cavity
(Sealant over Backing Rod)

Flexible building
along full width of sill
Building underlay
5°

underlay Minimum 8mm cover Packers underlay Minimum 8mm cover Packers underlay Minimum 8mm cover Packers underlay
Weatherboard Additional building underlay
dressed into
opening Wall framing Additional building underlay
dressed into
opening Additional building underlay
dressed into
opening Additional building underlay
dressed into
opening
Wall framing Timber Packer Where
ITI Timspec bevelback Timber Packer Where Timber Packer Where

(70mm required for very high windzones)

or flashing tape from or flashing tape from or flashing tape from or flashing tape from
5mm Required 5mm Required 5mm Required
overlap above lapped Building underlay dressed into overlap above lapped Building underlay dressed into overlap above lapped Building underlay dressed into overlap above lapped
Wall framing Additional building underlay Roofing to overhang Fascia

cover over weatherboards

over flashing
weatherboards opening Flashing Tape turned
up from sill and also at corners
over flashing
Wall framing
opening Flashing Tape turned
up from sill and also at corners
over flashing
Flooring substrate
opening Flashing Tape turned
up from sill and also at corners
over flashing

Additional building
to overlap cavityunderlay
closer
with Head with Head

Truss rafter
with Head

ITI Timspec bevelback

Capping to provide
5mm gap without seal Flexible Building 5mm gap without seal Flexible Building 5mm gap without seal Flexible Building Minimum 50.0000mm

Support packer where Support packer where Support packer where Support packer where
underlay underlay underlay

minimum 50mm
to overlap cavity closer Lintel
required
Internal lining Line of HeadLintel
required Line of Head Lintel
required Line of Head Lintel
required
ITI Timspec Flashing (above) ITI Timspec Flashing (above)
weatherboards
ITI Timspec Flashing (above)

Internal lining
Minimum 50.0000mm

bevelback bevelback bevelback

Head flashing must weatherboards Head flashing must weatherboards Head flashing must weatherboards Head flashing must
35

35

35

35
have 35mm upstand have 35mm upstand have 35mm upstand have 35mm upstand
ITI Timspec bevelback ITI Timspec bevelback ITI Timspec bevelback
Install min. 50mm strip of Install min. 50mm strip of Install min. 50mm strip of Install min. 50mm strip of
weatherboards weatherboards weatherboards
sealant at both ends of flashing sealant at both ends of flashing sealant at both ends of flashing sealant at both ends of flashing

Flexible building underlay

Min. 10mm

Min. 10mm

Min. 10mm

Min. 10mm
Flexible building underlay Flexible building underlay Flexible building underlay
Minimum 5mm capillary gap
Internal lining Flexible building
Minimum 20mm
head flashing extension
Minimum 10mm
joinery cover over weatherboards
Minimum 5mm capillary gap Minimum 20mm
head flashing extension
Minimum 10mm
joinery cover over weatherboards
Minimum 5mm capillary gap Minimum 20mm
head flashing extension
Minimum 10mm
joinery cover over weatherboards
Minimum 5mm capillary gap

Packer to suit

Minimum
underlay
Scriber sealed to weatherbaords Scriber sealed to weatherbaords Scriber sealed to weatherbaords
Spouting

15mm
Packer to suit Building underlay dressed
Head flashing to provide
minimum 10mm cover
Building underlay dressed
Head flashing to provide
minimum 10mm cover
Building underlay dressed
Head flashing to provide
minimum 10mm cover Building underlay turned into trimmed opening with Building underlay dressed
Head flashing to provide
minimum 10mm cover
to Joinery head flange to Joinery head flange to Joinery head flange to Joinery head flange
into opening with
flashing tape at corners Aluminium joinery
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 into opening with
flashing tape at corners Aluminium joinery Internal lining Flexible building
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 into opening with
flashing tape at corners Aluminium joinery flexible flashing tape along sill and up at corners ITI Timspec bevelback
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 into opening with
flashing tape at corners Aluminium joinery
Continuous air seal
(sealant over backing rod)
(indicitive)
Wall framing Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Continuous air seal
(sealant over backing rod)
(indicitive)
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 underlay Continuous air seal
(sealant over backing rod)
(indicitive)
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 weatherboards Continuous air seal
(sealant over backing rod)
(indicitive)
Note: For all the
Seal head flashing to joinery head flange
for Very-high wind zones Flexible building underlay Seal head flashing to joinery head flange
for Very-high wind zones
Seal head flashing to joinery head flange
for Very-high wind zones
Seal head flashing to joinery head flange
for Very-high wind zones
Flexible building underlay
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
ITI Timspec bevelback Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Metal
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24

Minimum 5mm capillary gap BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Aluminum Joinery - Sill (Direct Fix) BC 202, Aluminum Joinery - Jamb (Direct Fix)
ITI Timspec bevelback BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Aluminum Joinery - Sill (Direct Fix) BC 202, Aluminum Joinery - Jamb (Direct Fix)
weatherboards BC 201, Aluminum JoineryNote: For all
- Head (Direct Fix) the fixing 50
BC 203, Aluminum Joinery - Sill (Direct Fix) x 50mm External BC 202, Aluminum Joinery - Jamb (Direct Fix)
meterbox BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Alu
90° Corner Soaker
Minimum 50.0000mm

Minimum 5mm capillary gap ITI Timspec bevelback

weatherboard details refer NZBC Clause Corner Flashing
'Z' flashing to have minimum 15° slope, weatherboard AirE2/AS1.
seal over backing
Table 24 rod Weatherboards roughly
'Z' flashing to35mm
have minimum 15° slope, Meterbox Jamb (hemmed) Flashing 50x50 Flashin
minimum upstand and FlexiblePacker
buildingtounderlay
fit fitted all sides Building
minimum
minimum 35mm
35mmupstand
coverand
over weatherboards
Continuous Air Seal
(Sealant over Backing
Flexible building underlay
Continuous Air Seal
(Sealant over Backing
around meterbox Scriber (P11, P12 or P13) underlay Continuous Air Seal
(Sealant over Backing
mitred under Soaker

Minimum
Seal to
and rivet Meterbox
21.0000

Rod) Rod)
overlap cavity Rod)

15mm
minimum 35mm cover over weatherboards
Flexible building underlay
21.0000 Tight mitred join with adhesive Flexible building underlay Flexible building underlay Flexible building underlay

Tight mitredbetween
join withweatherboards
adhesive ITI Timspec bevelback ITI Timspec bevelback
ITI Timspec bevelback sealant ITI Timspec bevelback
3 - 5mm gap between
ITI Timspec bevelback 104 x 19mm 83 x 19mm Both Cover Boards totohave
Meterbox
closer
6 x 6mmSill Flashing ITI Timspec bevelback
weatherboards
Flexible Flashing tape
sealant between
(30°-35° weatherboardsweatherboards
angle)
Internal Lining weatherboards
Flexible Flashing tape Internal Lining
weatherboards weatherboards

Cover Board
Flexible Flashing tape Internal Lining weatherboards
Flexible Flashing tape
along full width of Sill along full width of Sill
weatherboards and meterbox Cover Board
along full width of Sill
weathergrooves along full width of Sill

Either a continuous horizontal cavity batten Internal lining

Additional Building
Packer and turned up
200mm at Jambs (30°-35° angle) Minimum 15mm Drip edge Internal lining
Additional Building
Packer and turned up
200mm at Jambs
Internal lining
Additional Building
Packer and turned up
200mm at Jambs
Internal lining
Additional Building
Packer and turned up

Either a continuous
underlay or Flashing Tape underlay or Flashing Tape
sealed with fleixble sealent over
underlay or Flashing Tape Meterbox Sill Packer to support Fascia
Flashing underlay or Flashing Tape
200mm at Jambs

cavityhorizontal cavity batten 5° fall Packer Packer Packer

or 100mm spacers with minimum See Note for details Sill Packer (Closure of cavity to bottomWall
offraming
cladding) See Note for details Sill Packer See Note for details
Truss bottom
Sill Packer See Note for details Sill Packer
Wall framing (continuous along full width) Timber Sill (continuous along full width) Timber Sill Face of weatherboard Wall framing (continuous along full width)
board or Spouting Timber Sill Wall framing (continuous along full width)

or 100mm cavity spacers with minimum 5° fall Packers on Sill Flashing

Nail to be 21mm along from front edge of join Packers on Sill Flashing
backing rod to protect chord
Packers on Sill Flashing
Note: For all the fixing details refer NZBC Clause
Packers on Sill Flashing
at 400mm between
50Nail
x 50mm be External
at 400mm between at 400mm between
ITI Timspec bevelback at 400mm between

totoprevent
21mm along from front
backedge of join Minimum 5mm capillary gap Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
centers centers centers centers
nailing through board Sill Flashing to provide
90° Corner Soaker Sill Flashing to provide
against wind-blown water Sill Flashing to provide
10

10

10
Building underlay
Corner Flashing
to prevent nailing through back board
minimum 10mm cover
Air seal over backing rod
Building underlay minimum 10mm cover Building underlay weatherboards minimum 10mm cover Building underlay
Head Flashing must dressed into opening to Weatherboards Flexible building
underlay
Head Flashing must dressed into opening to Weatherboards Flexible building
underlay
Head Flashing must
DPC dressed into opening to Weatherboards Flexible building
underlay
Head Flashing must dressed into opening
have 35mm upstand
Building underlay turned have 35mm upstand have 35mm upstand have 35mm upstand
35

35

35

35
with hem/hook Install min. 50mm strip of
sealant at both ends of
35mm 'Z' Flashing Seal top of
with hem/hook
fitted allWeatherboards
sides
sealant at both ends of
roughly
Install min. 50mm strip of
50x50 Flashing Seal top of
3 - 5mm
with hem/hook Install min. 50mm strip of
sealant at both ends of Seal top of
with hem/hook Install min. 50mm strip of
sealant at both ends of
ITI Timspec bevelback ITI Timspec bevelback ITI Timspec bevelback
into trimmed opening
flashing Weatherboards weatherboards
Line of Head
around mitred
flashing
under Soaker
meterbox
Weatherboards weatherboards
Line of Head
flashing Weatherboards
Packer toOptional
fit
weatherboards
Line of Head
flashing
Scriber (P11, P12 or P13) to underside of Sill
Flashing (above)
to underside of Sill
Flashing (above) 10.0000

to underside of Sill
Flashing (above)
Min. 10mm

Min. 10mm

Min. 10mm

Min. 10mm
Lintel with flexible flashing
Minimum 5mm capillary gap
Internal Lining Flashing Minimum 10mm cover Lintel
Minimum 5mm capillary gap
Internal Lining Flashing
Lintel
Minimum 5mm capillary gap
Internal Lining Flashing Fascia board (size to suit Lintel
Minimum 5mm capillary gap
Internal Lining

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Metal Wall framing spouting) (Fascia board is required for
Building underlay turned
6.0000

Building underlay dressed

into opening with
104 x 19mm tape
minimum 10mm cover at
Note:83For corners
Head Flashing to provide
all the fixing details
x 19mm refer Boards
Both Cover NZBC Clause
to haveE2/AS1.
6 x 6mmTable 24 ITI Timspec bevelback
weatherboards Seal and rivet Meterbox Head Building underlay dressed
into opening with
Head Flashing to provide
minimum 10mm cover

into trimmed opening

ITI Timspec bevelback
weatherboards
meterbox Building underlay dressed
into opening with
Head Flashing to provide
minimum 10mm cover
Figure 11 BC-403, External Boxed Corner (Direct Fix) 50.0000
ITI Timspec bevelback
weatherboards
boxed corners but is optional for mitred Building underlay dressed
into opening with Figure 12 BC-404, Corn
Head Flashing to provide
minimum 10mm cover

Flashing Tape at corners Cover Board Cover Board weathergrooves Minimum 20mm
Flashing to both 35mm 'Z' Flashing Tape at corners Minimum 20mm Flashing Tape at corners Minimum 20mm Flashing Tape at corners

Continuous air seal

head flashing extension
Continuous air seal with flexible flashing
head flashing extension
Continuous air seal and saokers corners) head flashing extension
Continuous air seal
(Sealant over backing rod) Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to
Timber Sill with suitable cold sealant. Flashing and Meterbox
Scriber sealed to weatherbaords (Sealant over backing rod) Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to
Timber Sill with suitable cold sealant. Scriber sealed to weatherbaords (Sealant over backing rod)
Internal lining Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to
Timber Sill with suitable cold sealant. Scriber sealed to weatherbaords (Sealant over backing rod) Important: Sea
Timber Sill with

Note: Additional building underlay to extend up wall to nearest lap above

and extend down as far as possible into Cavity Closer. Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: Additional building underlay to extend up wall to nearest lap above
and extend down as far as possible into Cavity Closer.
tape at corners Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: Additional building underlay to extend up wall to nearest lap above
and extend down as far as possible into Cavity Closer. Top plate
Minimum 150mm to paving
or 225mm to finished ground

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: Additional building underlay to extend up wall to nearest lap above
and extend down as far as possible into Cavity Closer.
Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
and extend down as far as possible into Cavity Closer.
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
and extend down as far as possible into Cavity Closer. Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
and extend down as far as possible into Cavity Closer.
Flexible building
Note: For all the fixing details refer
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
and extend down as far as possible into Cavity Closer.
Note: For all

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Seal and rivet Meterbox underlay Min. NZBC Clause E2/AS1. Table 24
Internal lining Concrete 100mm to paving
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Metal to Meterbox Jamb Flashing foundation or 175mm to finished
BC 204, Wooden Joinery - Head BC 206, Wooden Joinery - Head Figure 32 BC 205, Wooden Joinery - Jamb BC meterbox
204, Wooden Joinery - Head BC 206, Wooden Joinery - Head Figure 32 BC 205, Wooden Joinery - Jamb BC 204, Wooden Joinery - Head BC 206, Wooden Joinery - Head Figure
ground32 BC 205, Wooden Joinery - Jamb BC 204, Wooden Joinery - Head BC 206, W
Flexible building underlay
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all
Wall framing the fixing details refer NZBC Clause E2/AS1. Table 21
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 File Name: File Name: FileITI Timspec bevelback
Name:

Figure 11 BC-403, External Boxed Corner (Direct Fix) Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Fix) Direct Fix Joinery Details - Bevelback Figure 12 BC-404, Corner Direct
Soaker (Direct Fix)Fix Joinery Details - Bevelback Figure 15 BC-501, Base, timber Floor (Direct Fix) Direct Fix Joinery Details - Bevelback
weatherboards
Figure 9 BC-401, Inter Storey Cavity Junction (Direct Fix) Direct Fix Joinery Details seal-over
Bevelback Direct Fix Joinery Details - Bevelback Direct Fix Joinery Details - Bevelback Direct Fix Joinery D
Figure 10 BC-402, Within board joins (Scarf
Direct Fix Joinery Det
x) Air backing rod Meterbox HeadJoints)
Flashing
Figure 9 BC-401, Inter Storey Cavity Junction (Direct Fix) Figure 10 BC-402, Within Sheet
board joins (Scarf Joints)
fitted all sides
01
Revision Paper Size Last Updated: original Scale:
Sheet 01
Revision Paper Size Last Updated: original Scale:
Sheet 01
Revision Paper Size Last Updated: original Scale:
Sheet 01 around meterbox 1 A4 17/09/2019 1:5 Sheet 01 1 A4 17/09/2019 1:5 Sheet 01 Figure 20 RC 602, Roof/Wall, Top Plate1- No
A4Soffit (Direct Fix)
17/09/2019 1:5 Sheet
Figure 01 701, Parapet,
21 RC
Note: For all the fixing details refer NZBC Clause
Do not E2/AS1. Table
scale from drawing. 24check all dimensions before matching.
Please Do not scale from drawing. Please check all dimensions before matching. Do not scale from drawing. Please check all dimensions before matching.
Internal lining
BC-401 BC-402 BC-404 RC 602
Sheet 02
Internal lining © Dimond 2018, all rights reserved. The information and specifications contained in this document are proprietary to Dimond and may not be used other than for the purpose of designing or building a roof or roofing system solely using products supplied or approved by Dimond (“Permitted Purpose”). You may copy this document solely for the Permitted
Purpose, but may not otherwise copy, publish, distribute or modify this document without Dimond’s prior written consent. Dimond will not be liable for any use of this document or the information and specifications contained in this document, other than for the Permitted Purpose.

Skirting Figure 25 BC 801, Meter Box - Head (Direct Fix) Figure 26 BC 802, Meter Box - Jamb (Direct Fix) File Name:
Figure 27 BC 803, Meter Box - Sill (Direct Fix)
Direct Fix Joinery Details - Bevelback
Direct Fix Joinery D
Skirting COVER FLASHING EXTENDED

Direct Fix Joinery Details - Bevelback

Flexible building underlay
Flexible building underlay
UP TO RIDGE FLASHING
150mm MIN. RIVETTED
AND SILICON SEALED

TEK SCREWS @ 900 CENTRES

Sheet 02
Wall framing
Wall framing
Flooring substrate Internal lining
Flooring substrate ITI Timspec bevelback Sheet 02 SECURING THE FLAT SHEET
TO THE ROOFING Revision Paper Size Last Updated: Sheet 03 original Scale:
Internal lining Continuous Air Seal
Sill Packers ITI Timspec Flashing tape adhered to both
bevelback
weatherboards
weatherboardsbuilding underlay and pipe
UP TO 350 DIAMETER PIPE Continuous Air Seal
Sill Packers

1 A4 22/08/2019 1:5
Approx 100mm on all sides of pipe

Internal lining (Sealant over Backing Rod) Aluminium Joinery Internal lining (Sealant over Backing Rod) Aluminium Joinery
ITI Timspec bevelback ITI Timspec bevelback
Internal lining weatherboards
Flexible Flashing tape
(indicitive)
Frame Block
Internal Lining

Lap along wall for approx 100mm

Continuous Air Seal
(Sealant over Backing Rod)
© Dimond 2018, all rights reserved. The information and specifications contained in this document are proprietary to Dimond(indicitive)
weatherboards
Flexible Flashing
Purpose, but may not otherwise copy, publish, distribute
and may not be used other than for theInternal Lining
purpose of designing or building a roof or roofing system solely using products supplied
Continuous
tapethis document without Dimond’s prior written consent. Dimond will not be liable for any use of this document or the information and specifications contained in this document, (Sealant
or modify Frame Block other than
or approved by Dimond (“Permitted Purpose”). You may copy this document solely for the Permitted
Air Seal
for the
over Backing Permitted Purpose.
Rod)

Flexible building Wall framing

along full width of sill

RUBBER BOOT FLASHING

Flexible building
along full width of sill

Wall framing underlay

Building underlay
dressed into
Minimum 8mm cover Lap along pipe for approx 20mm Packers underlay
Building underlay
dressed into
Minimum 8mm cover Packers

Additional building underlay

or flashing tape from
opening
5mm
Timber Packer Where
Required
SEALED WITH SILICON COVER FLASHING EXTENDED
Additional building underlay
or flashing tape from
opening
5mm
Timber Packer Where
Required
overlap above lapped
over flashing
Building underlay dressed into
opening Flashing Tape turned
up from sill and also at corners
over flashing
UP TO RIDGE FLASHING
overlap above lapped
SEALANT AND TEK SCREWS
150mm MIN. RIVETTED
Building underlay dressed into
opening Flashing Tape turned
up from sill and also at corners Do not scale from drawing. Please check all dimensions before matching.
ONTO OVER FLASHING AND SILICON SEALED
with Head with Head

5mm gap without seal Flexible Building 5mm gap without seal Flexible Building
Support packer where Support packer where
Internal lining required
underlay
required
underlay

A Building Consent 10/05/2024

Lintel Line of Head Lintel Line of Head
ITI Timspec Flashing (above) ITI Timspec Flashing (above)

Use Sealant over bevelback TEK SCREWS @ 900 CENTRES bevelback

Head flashing must Head flashing must
END NOTCHED AROUNDSECURING THE FLAT SHEET
weatherboards weatherboards
35

35

have 35mm upstand

PEF backing rod

Install min. 50mm strip of
ITI Timspec bevelback Use sealant over have 35mm upstand
Install min. 50mm strip of
ITI Timspec bevelback
TO THE ROOFING
PROFILE RIBS AND TURN NO. NAME ISSUE DATE
weatherboards weatherboards
sealant at both ends of flashing sealant at both ends of flashing

Soffit framing Note: For all the fixingto make watertight PEF backing rod
Min. 10mm

Min. 10mm

Flexible building underlay Flexible building underlay

DOWN INTO PAN
Minimum 5mm capillary gap Minimum 10mm Minimum 5mm capillary gap Minimum 10mm
UP TO 350 DIAMETER PIPE
Minimum 20mm Minimum 20mm

Note: For all the fixing

details refer NZBC Clause to make weathertight
head flashing extension joinery cover over weatherboards head flashing extension joinery cover over weatherboards

details refer Table

NZBC24 Clause
Scriber sealed to weatherbaords Scriber sealed to weatherbaords
150
CONSTRUCTION DETAILS
A3-08
Head flashing to provide Head flashing to provide

underlay Soffit lining

Building underlay dressed E2/AS1. minimum 10mm cover
to Joinery head flange
Pipe to have 5° fall
Building underlay dressed
minimum 10mm cover
to Joinery head flange
RUBBER BOOT FLASHING
MIN. DRAWING SHEET
into opening with
flashing tape at corners E2/AS1. Table 24 Aluminium joinery
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Building underlay
5°
into opening with
flashing tape at corners Aluminium joinery SEALED WITH SILICON Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24

derlay Flexible building underlay Continuous air seal (indicitive)

Building underlay Continuous air seal (indicitive)
50 SEALANT
Note: For all AND TEKreferSCREWS
Minimum

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
to overlap cavity the fixing details NZBC Clause E2/AS1. Table 24
15mm

(sealant over backing rod) (sealant over backing rod)

Flexible building underlay Seal head flashing to joinery head flange Seal head flashing to joinery head flange
ONTO OVER FLASHING
to20overlap
Minimum

Eaves mould fitted tight ITI up againstbevelback

Timspec for Very-high wind zones
closer cavity
for Very-high wind zones
MIN.
15mm

elback
ack ITI Timspec
soffit lining (ITI Timspec P32 bevelback
or P33
weatherboards
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
closer
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
END NOTCHED AROUND
mould) weatherboards BC 201, Aluminum Joinery - Head (Direct Fix) BC 203, Aluminum Joinery - Sill (Direct Fix) BC 202, Aluminum Joinery - Jamb (Direct Fix) BC 201, Aluminum Joinery - Head (Direct Fix) PROFILE RIBS AND
BC 203, Aluminum TURN
Joinery - Sill (Direct Fix) BC 202, Aluminum Joinery - Jamb (Direct Fix)
DOWN INTO PAN
DRAWN BY PFA SCALE
A
Face of weatherboard 150
MIN.
Face of weatherboard
ITI Timspec selected LL
90° Corner Soaker continuous horizontal Cavity Packer toDPC
support pipe
Continuous Air Seal
(Sealant over Backing
50
MIN. FA
Continuous Air Seal
(Sealant over Backing PRINT DATE 6/06/2024 1:1.28, 1:0.50, 1:1, 1:1.42
REV @ A1
90° Corner Soaker F
3 - 5mm

Rod) Rod)

O
Flexible building underlay Flexible building underlay
Weatherboards roughly Batten to (Pipe DPC
RO
50x50 Flashing to be secured to
Weatherboards
mitred under roughly
Soaker 50x50 Flashing close off top of wall cavity ITI Timspec bevelback
Packer to fit
ITI Timspec bevelback
S
weatherboards
packer with strap/webbing) weatherboards
F EE
10.0000

Flexible Flashing tape Internal Lining Flexible Flashing tape Internal Lining
mitred under Soaker O

PROPOSED RENOVATION
along full width of Sill 10.0000

Packer to fit along full width of Sill

LLR
Internal lining
Additional Building
Packer and turned up Internal lining
Additional Building
Packer and turned up
N FG
A
IO
200mm at Jambs 200mm at Jambs
6.0000

FE
underlay or Flashing Tape Packer underlay or Flashing Tape Packer

CT RO8OD S
See Note for details Sill Packer 6.0000
See Note for details Sill Packer
Wall framing (continuous along full width) Timber Sill
50.0000
Wall framing (continuous along full width) Timber Sill
Packers on Sill Flashing Packers on Sill Flashing

R E F . EE
ON
at 400mm between at 400mm between

DI IONMI EGR
50.0000

centers centers

34 PICTON STREET, FREEMANS BAY,

Sill Flashing to provide Sill Flashing to provide
10

10

Building underlay minimum 10mm cover Building underlay minimum 10mm cover
T D
Minimum 150mm to paving

Dwang/nogging
or 225mm to finished ground

dressed into opening Flexible building dressed into opening Flexible building

EC
Head Flashing must to Weatherboards Head Flashing must to Weatherboards
.8
have 35mm upstand underlay have 35mm upstand underlay
35

35

R IN
Minimum 150mm to paving

Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 DI
or 225mm to finished ground

with hem/hook Install min. 50mm strip of with hem/hook Install min. 50mm strip of
sealant at both ends of Seal top of ITI Timspec bevelback Line of Head
sealant at both ends of Seal top of ITI Timspec bevelback M Line of Head
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 building underlay
AUCKLAND, 1011
Flexible flashing Weatherboards
to underside of Sill
Concrete
weatherboards
Min. 100mm to paving
Flashing (above)
flashing Weatherboards
to underside of Sill
weatherboards Flashing (above)
Min. 10mm

Min. 10mm

Lintel
Minimum 5mm capillary gap
Internal Lining Flashing
ITI Timspec bevelback Lintel
Minimum 5mm capillary gap
Internal Lining Flashing

Concrete
foundation Min.or
100mm
175mm to to
paving
finished
Head Flashing to provide
or 175mm weatherboards
groundto finished
Head Flashing to provide

Building underlay dressed

minimum 10mm cover ITI Timspec bevelback
weatherboards
foundation Building underlay dressed
minimum 10mm cover ITI Timspec bevelback
weatherboards
into opening with
Flashing Tape at corners
ground Minimum 20mm into opening with
Flashing Tape at corners Minimum 20mm Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
ITI Timspec bevelback Flexible building underlay
head flashing extension head flashing extension
Continuous air seal Continuous air seal
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
Figure 15 BC-501, Base, timber Floor (Direct Fix)
Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to Important: Seal Sill Flashing to Flashing Tape (on Sill Packer) and also to
(Sealant over backing rod) Scriber sealed to weatherbaords (Sealant over backing rod) Scriber sealed to weatherbaords
Timber Sill with suitable cold sealant. Timber Sill with suitable cold sealant.

Figure 12 BC-404, Corner Soaker (Direct Fix) weatherboards Note: Additional building underlay to extend up wall to nearest lap above
and extend down as far as possible into Cavity Closer.
Figure 15 BC-501, Base, timber Floor (Direct Fix) Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
Note: Additional building underlay to extend up wall to nearest lap above
and extend down as far as possible into Cavity Closer. Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24
documents and/or site conditions. All workmanship and materials to be in accordance with relevant
Figure 12 BC-404, Corner Soaker (Direct Fix) Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
and extend down as far as possible into Cavity Closer.
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Alternatively Flashing Tape to extend up wall a minimum of 50mm above Cavity Closer
and extend down as far as possible into Cavity Closer.
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24

current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
P PIPE PENETRATION DETAIL
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 24 BC 204, Wooden Joinery - Head
Note: For all the fixing details refer NZBC Clause E2/AS1. Table 21
BC 206, Wooden Joinery - Head Figure 32 BC 205, Wooden Joinery - Jamb BC 204, Wooden Joinery - Head BC 206, Wooden Joinery - Head P PIPE
-
PENETRATION DETAIL
CAD REF: ROOF\SPD-CORRUGATE
Figure 32 BC 205, Wooden Joinery - Jamb

) - CAD REF: ROOF\SPD-CORRUGATE

File Name: File Name:
NOTE:
Direct Fix Joinery Details - Bevelback Direct Fix Joinery Details - Bevelback
Figure 19 BC-601,Roof/Wall, Top plate- Flat soffit (Direct Fix) Direct Fix Joinery Details - Bevelback
File Name: Sheet 01 Direct Fix Joinery Details - Bevelback - DETAIL IS ONLY APPLICABLE FOR PENETRATIONS UP TO 350mm DIAMETER
Sheet 01
Original Size A4

File Name: Figure 24 RC 851, Pipe Penetration Detail (Direct Fix) Corrugate
File:

DirectFixFixJoinery
JoineryDetails
Details- -Bevelback
Bevelback
Revision Paper Size Last Updated: original Scale: Revision Paper Size Last Updated: original Scale:
Sheet 01 Sheet 01 NOTE: Issue:

ect Fix Joinery

Joinery Details
Details -- Bevelback
Bevelback
1 A4 17/09/2019 1:5 1 A4 17/09/2019 1:5 02

Direct Roof IS ONLY APPLICABLE FOR PENETRATIONS UP TO 350mm DIAMETER

- DETAIL

ct Fix
Scale: Reference
1 : 10
Original Size A4
Do not scale from drawing. Please check all dimensions before matching.
Pipe Penetration Detail
Do not scale from drawing. Please check all dimensions before matching.
Date:
05 October 2018 dim_cor_1210
Sheet
RC 85102 Corrugate
File:
BC-601 P1
Sheet 02 Issue:
02
File Name:
Roof Directdim_cor_1210
Fix Joinery Details - Bevelback
Direct
1:5 Fix Joinery Details
Council-06/06/2024
Bevelback
Scale: Reference

et 02 BCO10382213
A4 22/08/2019 Received by Auckland
1 : 10
Revision Paper Size Last Updated:
t 02 50 x 50mm External
Revision Paper Size Last Updated:
1
original Scale:
original Scale: Pipe Penetration Detail Date:
05 October 2018

Sheet 04
 Page 35 of 40 Building Consent BCO10382213 Approved by Auckland Council 24/06/2024
Figure 11: Hardie™ Axent™ Trim at joint Figure 14: Hardie™ Axent™ Trim fixing 150
80 70 55
The information in this supplement and James

20
Hardie's technical literature is ony intended for use in
relation to the relevant products by James Hardie
Studs
55mm Flashing Tape
VENT Apron Vent - RV10P (half)
Selected interior lining
Fixing Hardie™ CLD Structural ™
65 x 2.8mm RounDrive ring
Axon™ Panel/EasyLap™ Panel

Cavity Batten to Tilt Slab/Blockwork shank nails for batten fixing

70 x 19mm Hardie™ CLD™
Hardie™ Axent™ Trim 70mm or 89mm
Building Underlay As
per E2/AS1 Table 23

Technical Supplement – DECEMBER 2022 40mm brad nails staggered edge clearance
Structural Cavity Batten Selected batten

C - 25mm 'T' head stainless

Selected cladding
The specifier or other party responsible for Figure 1: Hardie™ CLD™ Structural Cavity Batten steel brad nails for panel Terminate underlay at top purlin
the project must ensure that the details in this fixing into tilt slab fixing Extra 50mm required for fixing, or
fix roofing and flashing individually
technical supplement are appropriate for the HomeRAB™ Pre-Cladding/ Axon™ Panel/EasyLap™ VENT Apron Vent - RV10P(half)
intended application and additional detailing is RAB™ Board/flexible Panel
200
VENT Ventilation & Drainage
Batten 20mm - VB20
underlay mm
carried where needed. Hardie™ Axent™ Trim
Re
com VENT Ventilation & Drainage Batten
me 10mm - VB10 between underlay
nde
d and roofing for vapour separation
This technical supplement must be read in 40mm brad nails at 400mm Aluminium flashing dressed
conjunction with the current product technical crs down or notched
Selected roofing with stop end
specification by James Hardie. 400 mm

15
Flexible sealant in joint Selected roofing underlay
Air
For further information, Ask James Hardie™ on Axon™ Panel/EasyLap™ Flo
w
Axon™ Panel/EasyLap™ Panel/
Concrete tilt slab panel
Panel
0800 808 868. Stria™ Cladding. Refer to
product technical specification
Hardie™ CLD™ Structural
Cavity Batten Air
Flo
Selected nail/screw for panel Ramset® SplitDrive Hardie™ Axent™ Trim w
FIXING OPTIONS fixing Anchor S/S 75mm fixed
at 200mm centres

 amset® SplitDrive Anchor M6 x 75mm

• R 40mm brad nails at 400mm
Figure 2: Hardie™ CLD™ Structural Cavity Batten crs
Stainless steel into tilt slab fixing into reinforced blockwork
 urth® S/S Frame Screw AMO III 90mm into
• W Flexible sealant in joint VENT Apron Vent - RV10P(half)
VENT Ventilation & Drainage Batten 20mm - VB20
blockwork Axon™ Panel/EasyLap™ Panel
Apply continuous 6mm bead VENT Ventilation & Drainage Batten 10mm - VB10
For trough depth <34mm
Refer to www.ramset.co.nz, www.wurth.co.nz of Seal n Flex® -1 or
Sikaflex® 11FC adhesive Hardie™ Axent™ Trim 45mm PROFILED STEEL ROOF CLADDING
Ventilated Apron Detail - Skillion Roof
sealant
TIPS FOR CLADDING: Main contractor to ensure correct placement of
40mm brad nails at centre of batten
Ensure battens are clean, dry and free from any loose Selected coating purlins for fixing of Apron/Ridge Vent
material, then extrude and apply the sealant firmly as a The Apron/Ridge flashing is to be supplied by the
continuous 6mm thick bead of adhesive sealant. Use either roof cladding supplier.
Seal N Flex™ 1 or Sikaflex®-11FC over the Hardie™ CLD™ 200mm flashing recommended to hide the soft
Structural Cavity Battens. The adhesive is to be applied the Axon™ Panel/EasyLap™ Panel/
Note: edge flashing (if required)
full length of the Hardie™ CLD™ Structural Cavity Batten. Reinforced concrete
Stria™ Cladding. Refer to the * Ensure that a continuous 6mm bead of adhesive sealant is applied between CLD™ Axon™ Panel/EasyLap™
product technical specification
block wall Structural Cavity Batten and Axon™ Panel/EasyLap™ Panel. Panel
Adhesive beads thicker than 6mm will prevent the panels Hardie™ CLD™ Structural
Cavity Batten * Ensure that the required edge distance is maintained when fixing. THIS IS A SUGGESTED METHOD OF VENTILATION BUT
from being pushed tight against the Hardie™ CLD™ Selected nail/screw for THE OVERALL DESIGN AND DIMENSIONS ARE THE
Structural Cavity Battens i.e. the compression on the
panel fixing Wurth Frame Screw AMO III ® * Seal cut edges with a primer compatible with final coatings. Hardie™ Axent™ Trim RESPONSABILITY OF THE DESIGNER IN COMPLIANCE
90mm long fixed at 200mm
adhesive must be achieved. centres WITH THE NZ BUILDING CODE.
300 mm 40mm brad nails
Figure 04 Contact:
© 2022. James Hardie New Zealand Limited. TM and ® denotes a Trademark or Registered Mark owned by James Hardie Technology Limited. Steel Longrun - Skillion Roof PH: 07 574 1116
Sikaflex®, Seal N’Flex™, Wurth® and Ramset® are trademarks of their respective owners.
EM: info@vent.nz
Apron - RV10P(half) + VB20 + VB10
August 2022
Scale 1:5, 1:2
Cladding Junction Detail
® www.jameshardie.co.nz
Ask James Hardie TM
I Call 0800 808 868 I jameshardie.co.nz CAD Scale: NTS
jhl_axon_c_14 jhl_axon.rvt

Axon™ Panel/EasyLap™ Panel

April 2023
AXON™ PANEL/EASYLAP™ PANEL/STRIA™ CLADDING ON CLD STRUCTURAL
This technical supplement must be read in conjuction with the current technical product literature. Building products by James Hardie must be installed in accordance with the applicable technical product Scale: 1 : 2
a smarter way TM specifications. For the product warranty, terms and conditions refer to the applicable technical
literature. All components and accessories must be installed in accordance with the respective manufacturer’s
CAVITY BATTEN TO TILT SLAB FIGURE: 2 Axon Panel/EasyLap Panel Hardie CLD Batten Technical Specification | June 2023 New Zealand
™ ™ ™ ™
37 40 Axon Panel/EasyLap Panel Hardie CLD Batten Technical Specification | June 2023 New Zealand
™ ™ ™ ™
product literature by James Hardie. jhl_axon_c_11 jhl_axon.rvt On CLD™ Structural Cavity Batten with Flexible Underlay
HARDIE™ AXENT™ TRIM ISO VISIUAL Figure 14
Axon™ Panel/EasyLap™ Panel
April 2023 www.jameshardie.co.nz

Scale: 1 : 2

FIXING HARDIE CLD STRUCTURAL CAVITY BATTEN TO TILT SLAB/ BLOCKWORK (FIG. 1 & 2) On CLD™
HARDIE AXENT TRIM Structural
AT JOINT Cavity11)
(FIG. Batten with Flexible Underlay HARDIE AXENT TRIM FIXING (FIG.14) STEEL LONGRUN- SKILLION ROOF + VB20 / VB10 (FIG.4)
91 92
www.jameshardie.co.nz AXENT TRIM AT JOINT Figure 11
93 97

Figure 15: Internal Corner with facing Figure 16: External corner with facing Figure 4: Foundation detail
.dwg August 2022

Cladding Junction Detail

® www.jameshardie.co.nz
CAD Scale: NTS
SelectedPANEL/STRIA™
AXON™ PANEL/EASYLAP™ interior lining CLADDING ON HARDIE™ CLD™
a smarter wayTM STRUCTURAL CAVITY BATTEN TO CONCRETE BLOCK WALL FIGURE: 1
HomeRAB™ Pre-Cladding/
RAB™ Board/flexible
underlay

Polypropylene/Polyethylene
DPC or a flashing tape Selected interior lining
65 x 2.8mm RounDrive ring
applied to protect flexible Selected coating HomeRAB™ Pre-Cladding/
Studs shank nails for batten fixing
underlay 100mm wide each RAB™ Board/flexible
side Selected coating Axon™ Panel/EasyLap™ underlay
Panel
Axon™ Panel/EasyLap™ Selected interior lining
Panel Apply continuous 6mm bead
of Seal n Flex® -1 or Bottom plate
70 x 19mm Hardie™ CLD™ Sikaflex® 11FC adhesive
Structural Cavity Batten sealant 65 x 2.8mm RounDrive ring
shank nails for batten fixing
Hardie™ Axent™ Trim 70 x 19mm Hardie™ CLD™
Structural Cavity Batten
Nail at 600mm centres
Stud
Apply continuous 10mm bead Bottom of CLD™ Structural
Double stud required of Seal n Flex® -1 or DPC
Cavity Batten
Sikaflex® 11FC adhesive
Apply continuous 6mm bead sealant
of Seal n Flex® -1 or
Sikaflex® 11FC adhesive Concrete slab or blockwork
sealant
Apply continuous 10mm bead
of Seal n Flex® -1 or

85 mm
65 x 2.8mm RounDrive ring

50 mm overhang
min. to unpaved ground to clause 9.1.3 of E2/AS1
Sikaflex® 11FC adhesive
shank nails for batten fixing sealant

150mm min to permanent paving or 225mm

Polypropylene/Polyethylene
Flexible sealant in joint DPC or a flashing tape
applied to protect flexible Hardie™ Axent™ Trim
underlay 100mm wide each
C - 25mm 'T' head stainless
Apply continuous 6mm bead side
steel brad nails for panel Cut panel edges to be sealed
fixing of Seal n Flex® -1 or
Sikaflex® 11FC adhesive HomeRAB™ Pre-Cladding/ A Building Consent 10/05/2024
sealant RAB™ Board/flexible 40mm brad nails at 400mm
70 x 19mm Hardie™ CLD™
underlay crs NO. NAME ISSUE DATE
Structural Cavity Batten
CONSTRUCTION DETAILS
A3-09
DRAWING SHEET
Hardie™ Axent™ Trim

Selected interior lining

G.L.
DRAWN BY PFA SCALE
A
Axon™ Panel/EasyLap™
Panel
Hardie™ uPVC vent strip with PRINT DATE 10/05/2024 1:1.14, 1:1 @ A1 REV
1000mm² of opening per
lineal metre. Keep clear of
Selected coating
debris
Note: Site cut edges to be primed
PROPOSED RENOVATION
jhl_axon_c_16 jhl_axon.rvt 34 PICTON STREET, FREEMANS BAY,
Axon™ Panel/EasyLap™ Panel AUCKLAND, 1011
April 2023
Scale: 1 : 2

jhl_axon_c_15 jhl_axon.rvt On CLD™ Structural Cavity Batten with Flexible Underlay jhl_axon_c_04 jhl_axon.rvt
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
AXENT TRIM AT EXTERNAL CORNER Figure 16 Axon™ Panel/EasyLap™ Panel
April 2023

Axon™ Panel/EasyLap™ Panel

April 2023 www.jameshardie.co.nz

Scale: 1 : 2
Scale: 1 : 2 r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
On CLD™ Structural Cavity Batten with Flexible Underlay documents and/or site conditions. All workmanship and materials to be in accordance with relevant
On CLD™ Structural Cavity Batten with Flexible Underlay FOUNDATION DETAIL Figure 04 current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
Figure 15
www.jameshardie.co.nz
www.jameshardie.co.nz AXENT TRIM AT INTERNAL CORNER must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515

Axon™ Panel/EasyLap™ Panel Hardie™ CLD™ Batten Technical Specification | June 2023 New Zealand 41 42 Axon™ Panel/EasyLap™ Panel Hardie™ CLD™ Batten Technical Specification | June 2023 New Zealand
30 Axon™ Panel/EasyLap™ Panel Hardie™ CLD™ Batten Technical Specification | June 2023 New Zealand

INTERNAL CORNER WITH FACING (FIG.15) EXTERNAL CORNER WITH FACING (FIG.16) FOUNDATION DETAIL (FIG.4)
94 95 96

BCO10382213 Received by Auckland Council 10/05/2024

 Page 36 of 40 Building Consent BCO10382213 Approved by Auckland Council
SOLITEX EXTASANA® - Timber Frame Application Guide

SYSTEM
1 2
SYSTEM
SOLITEX EXTASANA® - Timber Frame Application Guide SOLITEX EXTASANA® - Timber Frame Application Guide

SYSTEM
3
24/06/2024
Weather Resistive Barrier Weather Resistive Barrier Weather Resistive Barrier
Wall Wall Wall

IMPORTANT IMPORTANT IMPORTANT

SOLITEX EXTASANA® is The PRESSFIX tool MUST TESCON EXTOSEAL® is

available in a 2.74m or be used to apply pressure required to be stretched
1.5m wide roll. to TESCON EXTORA® and at the window corners.
SOLITEX EXTASANA® is TESCON EXTOSEAL® to Overstretching TESCON
fixed with fasteners e.g. ensure the glue is EXTOSEAL® can lead to
galvanised “LITTLE activated and can reach
150 mm Min 150 mm
thinning and tearing.
GRIPPERS”, or 6mm – maximum hold strength.
8mm staples at 300 mm
1 2 centers vertically. In sea
spray zones (ZONE D) 7 8 13 14
metal fixings must be
stainless steel. Overlapping SOLITEX EXTASANA® Fixing SOLITEX EXTASANA® Around Windows Sill Flashing – TESCON EXTOSEAL® Applying TESCON EXTOSEAL® Sill Tape
Preparing Timber Framing Initial Fixing Point
Ensure all studs are aligned and free from splinters. Apply 5-6 staples in the top corner before unrolling The membrane shall be overlapped 150 mm. The white Staples shall be evenly placed around the window at Before installing TESCON EXTOSEAL® ensure the TESCON EXTOSEAL® sill tape should extend minimum
Plane or sand where necessary. the membrane over the studs. Pull taut and fix line represents the 150 mm overlap line and can be 150 mm centers. surface is clean, dry and clear of objects protruding 150 mm up the jambs. The corners of the TESCON
opposite top corner with 5-6 staples. used as guidance to align successive layers. "broken staples & wood splinters". EXTOSEAL® are stretched & adhered into place.

Min 150
m m

Min 50mm overlap TESCON® WS ensures a surface

Deeper frames (more than
PRESSFIX is a malleable plastic

Min 150 mm
90mm) will require the TESCON on front face suitable for adhesion of
tool for applying pressure to pro EXTOSEAL® to extend further to sealants compatible with
clima Adhesive Tapes to ensure ensure no exposed framing.
aluminum.
long term durable bonding.
3 4 9 10 15 15a
Pull taut and fix

Fix top edge SOLITEX EXTASANA® Triangulate and Fasten Connections Using TESCON EXTORA® Flashing Tape Window Reveal Dressing Window Corner Seal With TESCON EXTOSEAL® Butterfly
Fix the membrane at each stud along the top edge Pull the membrane down and taut at the centre and Apply at minimum TESCON EXTORA® 60 mm to the Cut the membrane at window reveals with 45° angle TESCON EXTOSEAL® should extend at least 150 mm Where TESCON EXTOSEAL® has been over stretched or
ensuring the staples are within 150 mm from the fix with 2-3 staples at the bottom edge. horizontal joints and apply pressure with the cuts forming 4 flaps to be dressed into the reveal. in each direction. For wider frames the 200 mm wide damage, apply a butterfly of TESCON EXTORA®.
edge. PRESSFIX tool. TESCON EXTOSEAL® should be used.

Pull taut and fix

5 Pull taut and fix 6 11 12 16 17

Fix Bottom Corners Successive Layers of SOLITEX EXTASANA® Folding into Window Opening Fixing into Window Opening Window Wet Seals Basic Install Completed
Pull taut and fix each bottom corner with 2-3 staples. Apply successive layers of SOLITEX EXTASANA® using Into window opening, fold the SOLITEX EXTASANA® Into window opening, the flaps should be fixed into TESCON® WS is applied to the perimeter of the SOLITEX EXTASANA®, TESCON EXTORA® and TESCON
the upside-down sequence compared to the bottom flaps back into the reveals. the window reveal using staples at the rear edge of window opening for the wet seal application EXTOSEAL® form a continuous system. Any damage
layer. the window reveal spaced evenly at 150 mm centres. according to the window detailing. or tears should be patched with TESCON EXTORA®.

…and the insulation is perfect! www.proclima.co.nz …and the insulation is perfect!

101 102 103

REVISED DETAILS FOR RETROFITTING INSULATION INTO AN EXISTING WALL FROM THE INSIDE
Internationally inspired.
Locally manufactured.

Wall insulation
Melteca® has been providing versatile,
BUILD pre-decorated panel solutions for over
RIGHT 30 years. Melteca’s durable melamine

retrofit update
surface is available in a range of
For cabinetry, furniture and wall linings. different finish options with selected
decors available in larger sheet sizes.
This makes it perfect for commercial
Details for retrofitting wall insulation have been revised following increased applications and the ideal choice for
cupboard, drawers, shelving, furniture
BY TREVOR PRINGLE, understanding of drying in walls.
ANZIA, BRANZ PRINCIPAL and vertical applications.
WRITER
Melteca quality laminated panels are
also available on a Fire Retardant
IN RETROFITTING INSULATION (pages 36–38 substrate making it suitable for wall
of Build 146), Figure 2 illustrated retrofitting 20 mm gap linings where maximum fire protection
insulation into an existing wall where the internal is important.
linings are removed and there was no building existing studs

paper. Changes are now needed for that figure

Stain Easy
in line with NZS 4246:2016 Energy efficiency – resistant to clean
Installing bulk thermal insulation in residential insulation
existing cladding
buildings. Scuff 7 year
resistant warranty
Provide a 20 mm gap
As good practice, BRANZ recommends a 20 mm Moisture Fire
new internal lining resistant retardant
gap between the back of the cladding and the
insulation is beneficial. It allows some drainage
A Building Consent 10/05/2024
and drying in the gap created. NO. NAME ISSUE DATE
wall underlay stapled between

CONSTRUCTION
A3-10
Two revised details studs with 20 mm gap behind DRAWING SHEET
Figures 1 and 2 are revised details that should be
used when retrofitting insulation to walls from
Figure 1 Retrofitting wall insulation – direct-fixed cladding and new interior lining.
DETAILS- BUILDING WRAP
the inside. Always check the wall cavity has no nails or screws to stop insulation being DRAWN BY PFA SCALE
A
leaks or water damage before retrofitting. The pushed against back of cladding
key difference is the provision of a 20 mm gap PRINT DATE 10/05/2024 1:1 @ A1 REV
behind the insulation.
Figure 1 has wall underlay folded in and stapled
taut before installing the insulation to keep the
insulation clear of the cladding.
20 mm gap
PROPOSED RENOVATION
Figure 2 is based on a rigid insulation prevented
from contact with the back of the cladding with
34 PICTON STREET, FREEMANS BAY,
nails or screws or by short 20 ×100 mm timber
packers fixed up each side of the studs.
AUCKLAND, 1011
Do not scale off drawings. Before commencement of any work the contractor shall check, verify and be
r e s p o n s i b l e f o r all d i m e n s i o n s . T h e c o n t r a c t o r m u s t n o t i f y t h i s office o f a n y d i s c r e p a n c i e s i n t h e
Get a building consent documents and/or site conditions. All workmanship and materials to be in accordance with relevant
Remember that retrofitting insulation to external rigid sheet insulation current New Zealand Standards. This drawing is the property of Ponting Fitzgerald Architects Ltd and
must not be used, copied or reproduced in whole or part without prior written permission. ph 09 360 9515
walls requires a building consent.
For more Further information is given in BRANZ
Good Repair Guide: Retrofitting Insulation.
NOTE: STRUCTURE SHOWN INDICATIVELY ONLY. REFER TO
Figure 2 Rigid sheet insulation – no wall underlay.
ENGINEER DOCUMENTS FOR ALL STRUCTURAL DETAILS.
For a colour brochure please call 0800 99 99 39,
for more information please call 0800 303 606 or visit www.melteca.co.nz
26 — October/November 2016 — Build 156
J002591
DPC: ALL TIMBER TO BE SEPERATED FROM CONCRETE AND
104 DISSIMILAR MATERIALS WITH DPC- REFER TO THE SPECIFICATION.
BCO10382213 Received by Auckland Council 10/05/2024
DD-02