Approved Plans - 132002.220270.3

Page 2

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
132002.220270.3       12 NOV 12


[OCR of page images]
 

 

 

5360 EXISTING

 

900 01980 2390 855

L
L
T
L
L

70 1540 70

 

 

 

 

890
900

 

 

 

 

 

1760

90
70

 

 

 

 

 

1980

3040 MEZZANINE
2060

3040 MEZZANINE

1120 70

[
|

 

90
90

<)

EXISTING
WORKSHOP!
STORAGE

 

12500 EXISTING INTERNAL
EX. STORAGE RACKS

12500 EXISTING INTERNAL
EX. STORAGE RACKS.

9460
9460

 

 

 

 

 

 

 

 

 

 

 

 

12/12
MEZZANINE/OFFICE

 

 

5360 EXISTING

 

2825

PLY FLOOR
exo

Siu UAUUAIILTAIM HI Hin LAAT NIAAA IA DzI.i0.J 0D £kl
NJ

 

 

NOTE:

LEVELS ARE ON AN ARBITRARY DATUM.
LEVELS & DIMENSIONS FOR EXISTING
STRUCTURE TO BE VERIFIED ON SITE.
DO NOT SCALE.

 

 

 

 

 

 

 

 

NOTE:
ALL OPENING SIZES ARE TO BE
CONFIRMED ON SITE BY CONTRACTOR.

 

 

 

 

 

C) GROUND FLOOR PLAN

 

C) MEZZANINE FLOOR PLAN

SUNSHINE COAST REGIONAL COUNCIL

132002.220270.3

 

APPROVED

12 NOV 12

 

 

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.

EXIT SIGNS TO BE IN ACCORDANCE WITH BCA E4.5

WHERE NO LINTEL SPECIFIED OVER OPENING
MINIMUM 90 x 35 F17 APPLIES.

ALL TIMBER FRAMING TO BE IN ACCORDANCE,
WITH THE CURRENT AS1684.2

LEGEND:

EXISTING STRUCTURE TO
BE RETAINED

 

NEW TIMBER FRAMED WALL

ED EXISTING DOOR

FRAMING SCHEDULE:

B1 200x63mm SMARTFRAME LVL BEAM
FJ1 140x45mm F27 HWD FLOOR JOISTS
P41 90x90mm HWD POST

PP1 140x45mm F27 HWD POLE PLATE
TOP PLATES 35x70/90 MGP10

STUDS 90/70x35 MGP10 @ 450 CRS

TOP PLATES  35x70/90 MGP10

(" STUDSATSIDESOF
OPENINGS
(2400 High Walls)
WIDTH OF | No, OF STUDS
OPENING | EACH SIDE
900
1200
1500
1800
2100
2400

 

 

 

 

 

a

FLOOR AREAS:

LOWER FLOOR
EX. WORKSHOP/STORE:

UPPER FLOOR
MEZZANINE/OFFICE:

67 sq/m

16.35 sq/m

OVERALL TOTAL: 83.35 sq/m

 

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.

 

Amendments:

Proposed Additions

 

To Existing Unit at

 

 

Lot 2 on SP 189445

 

for GMS Corp Pty Ltd

2/61 Gateway Dve, Noosaville

WORKING DRAWING

 

FLOOR PLANS

 

Scale: 1:100 @ A3 Date: 27/9/10

Drawn: JL Sheet: 2 of 3

 

 

 

Signed:

 

Revision:

 

 

 

 

 

 

Page 3

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 “)