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Approved Plans - 132002.220270.3
Plans and drawings: the text below has words only, no drawings.
SUNSHINE COAST REGIONAL COUNCIL
APPROVED
132002.220270.3 12 NOV 12
[OCR of page images]
EXISTING ROOF
|
JOINERY
EXISTING ROOF
EXISTING ROOF
QW NL/]/00,_,_/L_L_7_, FTY~“
PURLINS
PAINTED PBD SHEETING
WITH COVER BATTENS
FIXED TO TIMBER
FRAME WALLS
MEZZANINE RL 2.44
WINDOWS FIXED TO
MANUFACTURER'S SPEC
ALUMINIUM FRAMED
JOINERY
90 x 90 HWD.
TIMBER POST
TIMBER FRAMED
STAIRS FIXED TO
MANUFACTURER'S SPEC
EX. SLAB RL 0.00
75 MIN
ELEVATION A
SCALE 1:100
YELLOWTONGUE PLY
EXISTING OVER 140x45mm F27
WORKSHOP/ EXISTING CONCRETE HWD FLOOR JOISTS.
WALLS & SLAB BATTEN SCREW FLOOR
STORAGE JOISTS TO POLE PLATE
AND BEAM
MEZZANINE RL 2.44
MEZZANINE/OFFICE
ALUMINIUM FRAMED
WINDOWS FIXED TO
MANUFACTURER'S SPEC.
PAINTED PBD SHEETING
<—— WITH COVER BATTENS
FIXED TO TIMBER
FRAME WALLS
140x45mm F27 HWD
POLE PLATE FIXED TO
EXISTING WALL VIA
2/M12 BOLTS (TYPICAL)
EXISTING CONCRETE
WALLS & SLAB
4
EX. SLAB RL 0.00
|
90x90mm HWD POST
HOT DIP GALVANISED
BRACKET EITHER SIDE OF
<——— POST WITH 2/M12 BOLTS
FIX BRACKET TO EX. CONCRETE
SLAB VIA 2/M12 BOLTS
UZ LTCTTTTTaa——_———> es,
y
200x63mm SMARTFRAME LVL.
BEAM FIXED TO EXISTING WALL.
VIA GALVANISED BRACKET
EITHER END. 2/M12 BOLTS EACH
TO BEAM AND WALL
EXISTING
WORKSHOP/
STORAGE
DETAIL SECTION
~
NOTES:
STAIRS TO COMPLY WITH BCA D2.9 AND D2.13.
BALUSTRADES AND HANDRAILS TO
COMPLY WITH D2.16 AND D2.17.
N3
STRUCTURAL DESIGN BASED UPON
NON-CYCLONIC N3 FOR WIND SPEEDS
TO 41 mis.
TERMITE PROTECTION:
AS PER AUSTRALIAN STANDARD AS3660.1/2000
HATCHINGS AND FITTINGS ARE
INDICATIVE ONLY.
NOTE:
LEVELS ARE ON AN ARBITRARY DATUM.
LEVELS & DIMENSIONS FOR EXISTING
STRUCTURE TO BE VERIFIED ON SITE.
BO NOT SCALE.
NOTE:
ALL OPENING SIZES ARE TO BE
CONFIRMED ON SITE BY CONTRACTOR.
SCALE 1:50
/oi\ POST FOOTING DETAIL
Ye) SCALE 1:20 SUNSHINE COAST REGIONAL COUNCIL
APPROVED
132002.220270.3 12 NOV 12
Amendments: Proposed Additions WORKING DRAWING
General Notes:
These drawings have been prepared for Building Permit application only. It is the Builders/owners responsibility to
further interpret the design and drawings to detail the project for construction.
The builder shall verify the location of all services.
All levels and dimensions are to be checked and verified by the builder on site prior to the commencement of any
work, making of shop drawings or fabrication of components.
DO NOT SCALE OFF DRAWINGS.
USE FIGURED DIMENSIONS.
To Existing Unit at
Lot 2 on SP 189445
for GMS Corp Pty Ltd
2/61 Gateway Dve, Noosaville
ELEVATION & SECTION
DETAILS
Scale: As Shown @ A3 Date: 27/9/10
Drawn: JL
Signed:
Revision:
Sheet: 3 “)
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