09/0152 - MCU - Mulitple Housing Type 1 - Relative or Employee [As Published] · 132009.152

  

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SITE DRAINAGE

 

 

 

Sa er surf ' : the build’ TIE-DOWN SCHEDULE N3 AS1684.2 FRAMING SCHEDULE

urface and subsurface water occuring on the building ROOF SHEETING . tarers wey:

site shall be diverted to prevent it from flowing under BATTENS T0 TRUSSES ) To roofing manufacty Specification. ROOF BATTENS

: D4 4.5kN 9.25 (d) 775mm no.14 Type 17 screw each interface
the structure. Ponding of wafer under the structureshall . aan 70 x 35 MGP12 p
ae ; igi METAL BATTENS TO TRUSSES Topspan 40 metal battens fitted to manufacturers specifications.

be prevented by filling, grading or the provision of t ' WALLS - EXTER

drainage or diversion channels. TRUSSES TO TOP PLATE 104 13KN 9.21 (el f{ 30x08 gi looped strap, 4/2.8 nails each leg, 10 x 35 studs at 450 cent t notched for braci

NOTE: The ground surface should be graded fo fall TOP PLATE TO SLAB/BEARER JD4 20kN 9.19 (f} #' M12 rod beside openings and @ max. 1200 mm. crs. anes s lates JO x LS botton 7 ‘ or bracing

away from the building. LINTELS TO FLOOR FRAME/SLAB JD4 20kN 9.20 {c) M12 rods to occur within 100mm of stud at opening 10 x % n0gitg ves ee om plate

Discharge stormwater to street thru 100mm.@ pvc pipe as BEARER TO STUMP 32 54kN 9.16 (bh) §,  2/M12 bolts through 75 x 10 m.s. plate 4mm. c.f.w, to post ‘

directed by local authority, or to rainwater holding tank VERANDAH RAFTER TO IDS 4.2kN 9.22 (m) Bf 3.06mm. naits, plus 2/ No 14 Type 17 screws min. WALLS, INTERNAL NON LOAD BEARING

where applicable. / , / VERANDAH BEAM | 35 mm. penitration into receiving member 70 x 35 studs at 450 centres, may be notched for brac

All runoff water to be directed so as not to interefere with = VERANDAH RAFTER TO JD4 5.9kKN 9.21 (b) 2 framing anchors 4/2.8 mm. dia. nails each leg 70 x 35 top and bottom plates, and one row nogging

neighbouring allotments. The roofwater drainage system POLE PLATE i ;

shalt be completed in accordance with BCA part 3.5.2. prior to : .

the final inspection. Pp FASCIA BEAM TO POST Db SkN 9.20 (i) 210 through-bolts at road pearing wate fo be Men ia Seasoned Radiata
POST TO BASE 2 29kN 9.20 (j} 2 M12 bolts through Bostitch Type 1 saddle cast in concrete. nrels 10 be tin Grieg hardwoo

Selection of guttering;

The size of guttering must ;

(a) be in accordance with Table 3.5.2.2o0f
the Building Code of Australia

(b) be suitable to remove rain when
falling at the appropriate rainfall
intensity tisted in Table 3.5.2.1. in B.A,
for 20 year average occurance interval.
(c) be installed with a fall of not less
than 1: 500.

(d) be supported by brackets spaced at
not more than 1200mm, centres.

Downpipes ;

(a) Downpipes must be securely fixed to
walls.

(b) The spacing between D.P.'s
no more than 12m.

(c) Downpipes must be as close as
possible to a valley gutter, and if more
than 1200mm. from a valley gutter,
provision for overflow must be made.
(d) Downpipes must be selected in
accordance with Table 3.5.2.2. of the
Building Code of Australia.

 

to be

 

MINIMUM DESIGN STANDARDSARE IN ACORDANCE WITH BUILDING CODE OF AUSTRALIA, QLD. DEVELOPMENT CODE AND

STANDARD BUILDING REGULATIONS.

Bushfire Protection (If required)
Termite Protec
Timber Durability classification to
Preservative Treatment to
Groundwork for Slabs & Footings to
Demolition to

Concrete Structures generally to
Ground Slab & Footings to

Ready Mixed Concrete to

Timber Framing & Flooring to
Structural Steelwork to

Cold Formed Steet Framing to
Preparation of Metal Surfaces to

 

 

Particleboard Flooring to
Fibre Cement Flooring to
Plywood Flooring to
REEITGUPSes installed to
Masonry Generally to
Masonry Units to

Clay Brick Durability fo

Wall Ties to

Flashings & Damp-courses fo
INSULATION AND SARKING
Cellulose Fibre to

Mineral Wool Bats & Blankets to
Minerat Wool in loose fill to
Polystyrene to

Bulk Insulation installed to

AS 3959.

AS 3660.1

AS 1604.1

AS 1604.1

AS 2870

AS 2601

AS 3600

AS 2870

AS 1379

AS 1684.4 or AS 1720.1
AS 4100

AS 3623

AS 1627
AS/NZS 1554.1
AS/NZS 1859.1
AS/NZS 2908.2
AS/NZS 2269
AS 4440

AS 3700
AS/NZS 4455
AS/NZS 4456.10
AS/NZS 2669.1
AS/NZS 2904

AS 2462

AS 3742

AS 2461

AS 1366.4
AWRAP/A202
AS 3999
AS/NZS 4200.2

i
Roof Fasteners to
Tiling Materials to
Metaliroofing Design & Installation to
Roof Plumbing to
Cladding Flashing material to
Self Drilling Screws to
Hardboard Clading to
Fibre Coment Cladding to
Metal Cladding to
Plastic Cladding uPVC fo
GPR sheet to
Polycarbonate to
Glass te
Window selection to
Window instalation to
Garage Doors to
Plastecboard to
Plasterboard Installation to
Waterproofing Wet Areas to
Plumbing and Drainage Products to
Stormwater to
Wastewater to
Sep Panks to
Effluent Disposal to
Freshwater to
Rainwater Tanks installed to
Gas installation to
Masonty Units and Segmented Pavers to
In SitwWeoncrete paving to

Electrffal Instaliation to

AS 3566

AS 2049

AS 1562.1
AS/NZS 3500..3.2
AS/NZS 2904

AS 3566

AS/NZS 1859.4
AS/NZS 2908.2
AS 162.1

AS /NZS4256.4
AS/NZS 4256.3
AS/NZS 4256.3
AS 1288

AS 2047

AS 1909

AS/NZS 4505
AS/NZS 2588
AS/NZS 2589.1
AS 3740

SAA MP52
AS/NZS 3500.3.2 or AS/NZS 3500.5
AS/NZS 3500.2.2 or AS/NZS 350.5
AS/NZS 1546.1
AS 1547

AS/NZS 3500.1.2.and AS/NZS 3500.4.2

AS/NZS 3500.1.2
AS 5601
AS/NZS 4455
AS 1379

 

Or Hyspan. Unless otherwise noted
All non toad bearing walls to be FS seasone

d Radiata

All framing to be in accordance with A.S, 1684.2

Category N3

SILL TRIMMERS

AS 1684.2 - 1999
TABLE 6.3 - N3
UP TO 1500 = same as common stud

 

 

 

 

 

 

1800 70x35 FB/MGP12
2100 70x35 F8/MGP 12
2400 70x35 F8/MGP 12
2700 2/70x35 F8/MGP 12

 

 

 

openings may be 70mm wider

DESIGN CRITERIA

REGION - B
TERRAIN CATEGORY - T
TOPOGRAPHY - T
SHIELDING- P
WIND CLASSIFICATION~ N
CLIMATE ZONE 2

€2.5
1
Ss
3

AS/NZS 3018 and comply with the ED S&IR

MIN. SETBACK FROM FRONT BOUNDRY ---61
MIN. SETBACK FROM SIDE BOUNDRY---1.5

 

Telecommunications installation must comply to AUSTEL TS 009 and the

Sarking installed to
recommendations of SAA HB29
!

Roof Flashing material to
Wool to

NOTE:
Temporary bracing shall be equivatent to
at least 60% of permanent bracing required.

AS/NZS 2904

BE AWARE: Substitution of any structural members, & or variations to
any part of the design, WILL VOID any responsi es of PHILL MCGOWAN
DRAFTING for the structural integrity and performance of the buildi

 

  

 

 

 

 

 

 

 

 

 

AMENDMENTS: PHILL McGOWAN DRAFTING QBSA No 525708
102 Fairview Rd Gympie 4570 Phone 0754828350 Mobile 0429645361 Email pmcgow@bigpond,net.au
Project PROPOSED RELATIVES APARTMENT
Location 61 LAKE FLAT ROAD BOREEN POINT
Drawing TITLE PAGE

i i r .
ae building designe S | Client R&D. HAMMERSLEY 01088 Drawn PM,
COPYRIGHT: This drawing remains the property’ of Australian Independent Builders, ;
and may not be used of reproduced in whole oF in part without written permission, qu eensland inc. Scale - Date 19/11/08 | sheet Vor 12