Proposal Plans · OPW16/0016

 

 

 

r ~
a8 NOTES.
4. FOR GENERAL NOTES REFER TO
DRAWING 4901-100.
ac
PLAN - DECKING
SCALE 1; 250
Ne
488 x 32 COMPOSITE MARINE DECKING fi OO

16 x 76 x 64 FRP ANGLE TYP.

 

a

——— I I ————

 

——— SO

 

 

 

 

 

 

M20 S/S BOLTS WITH
NYLOCK NUTS TYP.

X WCFT 125 x 125 x 64
SHS FRP JOIST TYP.

 

WCFT 250 x 125 x 64 |
BRB FRP BEARER TYP.

 

 

 

 

 

 

WCFT 125 x 125 x 6.4
SHS FRP JOIST @ 450

 

- 138 x 32 COMPOSITE MARINE DECKING

 

 

 

 

 

 

 

 

 

j ™

 

WCFT 250 x 125 x 6.4 J

|
WW M20 S/S BOLTS WITH

NYLOCK NUTS TYP,

VIEW ‘A’ BRB FRP BEARER TYP.
apectime S— SECTION A= A VIEW A’ | [Ait Os
SCALE 1: 25 SCALE 1: 25
(BALUSTRADE NOT SHOWN FOR CLARITY)
i 5800 1 1200 : 5800 A RL. +220m AHD

 

 

45 45,

76 x 76 x 6.4 FRP ANGLE me

438 x 32 COMPOSITE MARINE DECKING

 

 

 

 

 

 

 

 

 

 

RL. +1785m_ AHO [

 

 

 

 

 

 

 

 

 

 

p* +137m AHD

 

 

  

NEW CONCRETE SLAB
AND ABUTMENT

 

 

 

 

 

 

 

 

i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
   

2030 x
FRP PILE

 

 

r | | rll TT THT
ML 105 x 125 x 64

SHS FRP JOIST TYP.

a THICKNESS VIEW ‘B’
SECTION B - B
SCALE 1: 50

rT

WCFT 250 x 125 x 6.4
BRB FRP BEARER TYP.

(BALUSTRADE NOT SHOWN FOR CLARITY)

  

 

 

 

\ 138 x 32 COMPOSITE
MARINE DECKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CENTRES APPROX. TYP.

 

Revisions

 

 

 

 

f 11400 ,
edhe | [8 x 32 COMPOSITE MARNE DECKNS |
i= | a =
WCET 250 x 125 x 64 WCFT 125 x 125 x 64
XY BRB FRE BEARER TYP. 2030 x_8 WALL THICKNESS SHS FRP JOIST TYP. a
NEW CONCRETE SLAB FRP PILE TYP.
AND ABUTMENT he
- SECTION C - C VIEW ‘A
a. SOT \ f 488 x 32 COMPOSITE MARINE DECKING 7
MARINE DECKING ,
ido Uo oO Clow.“ (BALUSTRADE NOT SHOWN FOR CLARITY)
WCET 125 x 125 x 6.4 a
os I— wCFT 200 x 100 x 52
BRB TYP, ees 138 x 32 COMPOSITE MARINE DECKNG Weer aoe x 176 x 64
M20 S/S BOLTS WITH 47 .
NYLOCK NUTS TYP. |—— WEFT 100 x 100 x 52 SHS FRP JOIST TYP. FOR APPROVAL
SHS TYP,
4
WCFT 250 x 125 x spell
2030 x 8 WALL
BRB FRP BEARER TYP. Cite

 

 

 

 

 

 

 

N M20 S/S BOLT WITH
NYLOCK NUT TYP.

[-— 2030 x 8 WALL
THICKNESS FRP PILE TYP,

VIEW_‘B’

SCALE 1; 25

WCFT 100 x 100 x 5.2

SHS TYP. M20 S/S BOLT WITH

NYLOCK NUT TYP.

TYPICAL END ELEVATION

SCALE 1; 50

PILE TYP.

 

wee
J. MLEMAN

REGISTERED PROFESSIONAL ENGINEER
OF QUEENSLAND NUMBER ; 2938

 

 

 

This plan ts copyright and cannot
be used or reproduced without
the written permission of

International Marina Consultants
| nternational

M arina

Consultants

Consultants fo the Marina Industry.
International Marina
Consultants Pty. Ltd.
A.C.N. 079 905 481

473 Annerley Road

ANNERLEY QLD 4103

AUSTRALIA

Phone (07/3892 S711 Fax (07)3892 S611

Email : [email protected] }
CLIENT: \

NOOSA MARINA

 

 

PROJECT:

NOOSA HARBOUR MARINE
VILLAGE NORTHERN DECK
EXTENSION

TITLE:

ELEVATION AND SECTIONS

 

ee
(a agora
30/11/2015

Date:

Drawing No.: 4901-102
Scale: AS SHOWN

Drawn By: T.JS. [Designed By:

 

 

 

 

 

\Approved By: JS