MCU14/0049 - Approved Plans

Approved Plans
 MCU14/0049
Noosa Council
  20/11/2014


[OCR of page images]
 

 

GALV. STEEL STRUCTURAL HH,

ROOF FRAME TO ENG. SPECS

18mm PLYBOARD FLOORING >

FIXED TO ENG SPECS

GALV. STEEL STRUCTURAL
FLOOR FRAME TO ENG
SPECS.

3m WIDE AWNING TO ENG
SPECS.
3° FALL TO BOX GUTTER

> ROLL-A-DOORS TO
MANU. SPECS

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AGAINST WALL

 

 

 

 

 

 

 

 

 

BOUNDARY

 

 

 

 

 

 

 

BASEMENT LEVEL:
RC BLOCK WALLS TO ENG

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= |
P lo H |
16.400
o U
N SO fp a
So o
m= a 14.800
re o ee
a S
wn o
=4 st H io)
o
y m
oo 11800
y — — TLS —y
_—_ i wn
tA H
+ Ss H s
t ti
H N
~‘ nm 8.500
or Li _

SPECS.

RC SLAB ON GROUND AND ss

FOOTINGS TO ENG. SPECS

RC SUSPENDED FLOOR
SLAB TO ENG. SPECS.

 

 

 

 

 

 

Approved Plans
MCU14/0049
Noosa Council
20/11/2014

RC INTERNAL STAIRCASE
TO ENG. SPECS.

 

 

 

SECTION A-A

 

 

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

->—-+477T"_lWTT—_!———— INTERNAL WALLS:

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

(TYP ALL LEVELS)

OO §€£€ 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

——€§£J; 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

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| 3000
FE =
fF 7 J s
0 gS
q 16.400
Ss i] y V ¥
ery 4 _
g Ss
14.800 o
v Ss Hi yy > 0
So T c T T qT] TP | aw |
sl & E a ee ee ee Hxortg S off STAGE 3
iA o (4000 VARIESJG &
so eo z ye
g} 3} +5
Ss) os 2
11.500 o r
v Ve i a
“i H ~~ p-— -
Ss | i STAGE 2
S | _
8.500 _ —™ | — “Al — Hi— — fe — — IH — J— He >
eso _ yf SY
Ls Ur Us Us

 

SECTION B-B

 

EXISTING GROUND LEVEL —
ORIGINAL GROUND LEVEL ——

 

 

BASEMENT
RETAINING WALL

Issue| Description Date

 

F [FOR CLIENT APPROVAL | 26.86.14

 

G | FOR CLIENT APPROVAL _|18.9.14

 

 

 

 

 

 

32M
D9

Steve McGregor
Design Service

BSA Lic. 891035 ©

 

Notes

ALL DIMENSIONS TO BE
VERIFIED ON-SITE BEFORE
ANY CONSTRUCTION WORKS
COMMENCE

 

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

 

 

 

OGSS-001-08|G }