MCU14/0049 & OPW14/0276 Attachment 1 - Proposal Plans & Attachment 2 - Locality Table

 

GALV. STEEL STRUCTURAL
ROOF FRAME TO ENG. SPECS

18mm PLYBOARD FLOORING
FIXED TO ENG SPECS

GALV. STEEL STRUCTURAL
FLOOR FRAME TO ENG.
SPECS

 

ROLL-A-DOORS TO
MANU. SPECS

ROOF VENTS
WITH FIXED LOUVRES
(1000 x 1000 SQ x 600 H)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3m WIDE AWNING TO ENG
SPECS

3° FALL TO BOX GUTTER
AGAINST WALL

 

 

 

 

 

 

 

 

 

 

 

BASEMENT LEVEL:

 

 

 

 

 

 

 

 

2:_PITCH (TYP)
SPR 18.100
OT - ee
o
a x
So wFFL 15.500
EEE EEE EEE EE rrr rs o_O
™N
q
7 o
Ss
Ss oO
2 m
N
; _ _1o_ yw FSL 11500
a = a
$ S s
a x
_W FSL 8.500
US LT LS

RC BLOCK WALLS TO ENG
SPECS

RC SLAB ON GROUND AND
FOOTINGS TO ENG. SPECS

RC SUSPENDED FLOOR
SLAB TO ENG. SPECS.

AWNING: FC SHEET
CLADDING TO STEEL
FRAME TO ENG. SPECS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SECTION A-A

RC INTERNAL STAIRCASE

TO ENG. SPECS

p——— STEEL FRAMED

BALUSTRADE TO BCA

REQUIREMENTS

 

 

 

   

ROOF VENTS WITH FIXED LOUVRES
(1000 x 1000 SQ x 600H)

 

INTERNAL WALLS:

SELECT COLORBOND ‘CUSTOM-ORB’ WALL
SHEETING FIXED TO GALV. STEEL WALL
FRAME TO MANU AND ENG. SPECS

(TYP ALL LEVELS)

SELECT COLORBOND ‘TRIM-DECK’ ROOF
SHEETING, RIDGE & BARGE CAPPING,
GUTTERS & DOWNPIPES FIXED IN
ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS

GROUND FLOOR & LEVEL 1:
SELECT COLORBOND
‘CUSTOM-ORB' WALL SHEETING
FIXED TO GALV. STEEL
STRUCTURAL WALL FRAME TO
MANU AND ENG. SPECS

EXISTING RETAINING WALL AND
DRIVEWAY

MIN 100 GAP BETWEEN RETAINING
WALL AND BASEMENT LEVEL BLOCK
WALLS WITH DRAINAGE TO LEGAL
POINT OF DISCHARGE

RC RETAINING WALL WITH GALV'
STEEL ‘STAND-OFF’ FRAME AND WET
WALL CLADDING - CHANNEL FLOOR
DRAIN TO LEGAL POINT OF DISCHARGE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EXISTING GROUND LEVEL —

ORIGINAL GROUND LEVEL—————

 

SECTION B-B

—————— oo gg yy Le _
V SPR 18.100
C OD C D C OS
—4 q q q 2
oe
_| 3 g
Ss o W FFL 15.300
Ss o —
x KX s
S Sy ° in
~o — oOo on
st —| oc gS
—— ~ —>
ea
—__—_— : —E S _¥v FSL 11.500
Hy — a N
H| r SH fp o
H ate —- — HH SS So
H — — oc
H ~ Fe — =|HI- — AE N
H = = FE = i = = =P — — fi Fl 8.500

Issue| Description

Date ™~\

 

A [FOR CLIENT APPROVAL [1

9.6.14

 

 

 

 

 

 

 

3M

D3

Steve McGreqg

Design Service

BSA Lic. 891035

or

©

 

Notes

ALL DIMENSIONS TO BE

VERIFIED ON-SITE BEFORE

ANY CONSTRUCTION WOR)
COMMENCE

KS

 

DO NOT SCALE FROM DRAWING

A3 ORIGINAL SIZE

 

Client

ON GUARD SELF STORAGE

 

Site
Lot 280 on SP104321
64 - 66 RENE STREET

NOOSAVILLE QLD 4566

 

Project

PROPOSED - STAGE 2
SELF STORAGE FACILITY

 

Title

SECTIONS
A-A & B-B

 

 

 

 

 

 

 

Designby | SMcG
Drawnby — | SMcG

Checked by

Approved by scales 4200
Drawing Number Rev
OGSS-001-07 |A /