20080490 - Decision Notice [As Published] · 112008.490

 

NOTE - PROVIDE INTERMEDIATE CEILING BATTENS

125 X 5O (F14) RAFTERS
AT 900 CENTRES

~~

~~
~~

~~
ee
~~.

GAL DIAGONAL CROSS BRACING TO BE
PROVIDED TO RAFTERED ROOF

. 265 X 6B HYNEBEAM 17 €

LIVING ROOM

PART WALL TO BE REMOVED. | | EXTENSION

2400

TIMBER

EW T&
O MATCH EXISTING

N G
FLOOR TO M.

PROVIDE R 3 BLANKET INSULATION TO ROOF AREA

5.0° ROOF PITCH
~~, — SSS
~~ —

  

2195

COLORBOND METAL ROOFING ON

a

J

      

 

| 600 | PLASTERBOARD INTERNAL WALL AND CEILING LININGS \.

90 mm STUD WALL \
RAILING

\

TIMBER HAND RAILS AND BALLUSTRADES

9
9
Q TO COMPLY WITH AUST BUIDING CODE 3.9.2

METAL ROOFING BATTENS AT 900 CENTRES

PREFABRICATED TIMBER ROOF
TRUSSES AT 900 CENTRES

a
25,0° ROOF PITCH

  

 

 

ka 4

 

 

 

 

 

 

130 X 65 HYNE lo
FLOOR JOIST AT |

450 CRS - CANTILEVERED.
MAX 800 mm

FLOOR TO MATCH EXISTING

t
NEW COMPRESSED BOARD |

TT

ly SIE HW DECKING

jf 200, 175 X 50 (F14) ROOF BEAMS
MAX SPAN 2200

EXTERNAL CLADDING "SHADOW LINE" PANEL BOARD
EXTERNAL WALL BOARDS WITH REFLECTIVE FOIL
INSULATION UNDER.

2400

CONCRETE FLOOR TO
900 ABOVE GL

 

FIBRO-CEMENT SHEET couna

   
 

A
100 X 100 HW POSTS

PROPOSED CARPORT

 

CONCRETE FLOOR

 

 

 

 

300

BLOCK RETAINING WALL TO
STRUCTURAL ENGINEERS SPECIFICATIONS

 

 

SECTION A-A

 

TIE DOWN REQUIREMENTS -

ROOF BATTENS
METAL BATTENS TO MANUFACTURERS SPECIFICATIONS.

+ RAFTERS/TRUSSES

BO X 0.8 mm G.t. STRAPS
4/2.8 DIA NAILS EACH LEG.

TOP PLATES
12 mm DIA BOLTS WHERE INDICATED
ON BRACING PLAN. (50 X 50 X 3 mm WASHERS)
TIE DOWN AT 1800 MAX CENTRES
LAMINATED BEAMS.
12 mm DIA BOLTS EACH END.
VERANDAH PLATE
2/ Mi2 BOLTS.

 

75 X 75 GAL STEEL STUMPS

 

——

SECTION B-B

 

ALL EXTERNAL WALL STUDS

 

DESIGNED FOR WIND CLASSIFICATION N32 (REGION B) |

 

ALL CONSTRUCTION TO COMPLY WITH AS 1684 -1999 NOT NOTCHED.

AND THE BUILDING CODE OF AUSTRALIA.

 

RETAINING WALLS
CONCRETE FLOOR AND FOOTINGS
TO STRUCTRAL ENGINEERING DETAIL

WALL STUDS 90 X 35 (MGP 10 AT 450 CENTRES

TOP PLATES (UPPER FLOOR) 2/35 X 90 (MGP 10) % 2p ~ ey
BOTOM PLATES (UPPER FLOOR) 35 X 90 (MGP 10) oe o veap
3, EXO
Go AZ
2

(SUBJECT TO SOIL TEST)

 

 

 

   

SEE SUB FLO .
; FOR BEARERS A\ EJOISTS

 

r Co
_LINTEL AND JAMB SD SIZES
| SEE BRACING PLA SHEETS 9 & 1¢

 

 

 

 

 

BRIAN HILDEBRAND DRAFTING : PROPOSED EXTENSIONS FOR

contractor must verify all dimensions

on site before commencing work do not scale any dimensions

 

date 18 FEB 2008

 

 

184 GUMBOIL ROAD
TINBEERWAH _ DJONES & D CLELLAND
phone/fax 07 5447 7784 _ ATNo 575 BLACK MOUNTAIN ROAD
QBSANo 78055 | BLACK MOUNTAIN

t

DRAWING No 20708 - 22
sheet 5 of ll scale 1 = 50

 

 

 

 

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