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Proposal Plans · OPW16/0016

Attached to the e-mail OPW16/0016 - Operational Works Application.

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snus RAs ‘ ous «OG NOTES.
4. FOR GENERAL NOTES REFER TO
BALUSTRADE DRAWING 4901-100.
BALUSTRADES
PLAN - DECKING B +
SCALE 1; 250
42 STAINLESS STEEL 42 STAINLESS STEEL
TOP RAIL TOP RAIL
45 THICK TOUGHENED 48 THICK TOUGHENED
oo SAFETY GLASS SAFETY GLASS g Reveione
a ‘88 x 32 COMPOSITE MARINE DECKING This plan Is copyright and cannot
‘6 THCK TOUGHENED i ee eae BALUSTRADE BASE STANLESS 138 x 32 COMPOSITE BALUSTRADE BASE STANLESS|] b@ used or reproduced without
BRB the written permission of
SAFETY GLASS VIEW ‘A’ [ a taal l STEEL SPIGOT MARINE DECKING \ STEEEISHIOT International Marina Consultants
i
t t I r r r r x r I a
BALUSTRADE BASE STAINLESS Ch Cy Ly Ly +— = 250 x 125 x 64 +— aoe 250 x 125 x 64 | nternational
"86 x 32 COMPOSE MARNE DECKNE —\ ) PN oo 5/5 BOLTS AND NUTS M arina
7 TYP. M20 S/S BOLT WCFT 100 x 100 x 52
WEFT 125 x 125 x 64 —— {J [fq wort 250 x 125 x 64 / wort 0 x00 x52"? SHS TYP. Consultants
BRB Yo WCFT 250 x 125 x 64 IP x 100 x 4
16 x 76 x 6.4 FRP / M10 S/S BOLTS AND BRB FRP BEARER TYP. SHS TYP. — Consultants to the Marina Industry.
ANGLE TYP. NUTS WITH STAINLESS WCFT 100 x 100 x 52
WCFT 125 x 125 x 644 BRB FRP BEARER STEEL PLATE WASHERS SHS @ 4m SPACING TYP. iernatenel eee
SPACED EVENLY BETWEEN WCFT 260 x TYP. (4 OFF PER SPIGOT tga x 32 x 15m LONG A.C.N. 079 905 481
125) x/ 6%, BRB FRPSGEARERSSTVE: WCFT 100 x 100 x 52 I— 198 x 32 x 15m LONG COMPOSITE MARINE 473 Annertey Road
SECTION A - A SHS @ 4m SPACING TYP. COMPOSITE MARINE DECKING ANNERLEY LD 4103
SCLIN A ~ A DECKING
SCALE 11: 25 16 x 16 x 64 FRP 16 x T6 x 64 FR go el
(VERTICAL COMPOSITE MARINE DECKING NOT ANGLE TYP. ANGLE TYP. | re ance marrascon
SHOWN FOR CLARITY) SECTION B - B "RAT. “055m AHO SECTION C - C Hat. 055m 0 | /CueNT: ——)
SCALE 1: 25 SCALE 1: 25 NOOSA MARINA
1500 20 TYP. +600
429 STARLESS STEEL TYP. PROJECT:
werT Cte » eh NOOSA HARBOUR MARINE
x x 6:
YS y SLE, LLL Tbs ORFOSTE HASEAEIETE [ SHS TYP. VILLAGE NORTHERN DECK
YZ GIL, Lh oO oO ATT — EXISTING TIMBER JOST EXTENSION
Ss A 7, “iA Lf 4, SL Af, M16 S/S COACH BOLTS AND TITLE:
COE 49 SO, \__ NaS Ne © dn ce BALUSTRADE DETAILS
A gf / > Lae fs q Vig p> 7 PACKING AS REQURED
= -\ Z “ WEFT 250 x 125 x 64
: c 1 — mi —— — — =F 4 a BRB FRP BEARER TYP.
NS L}\
Nuns x 32 COMPOSITE AL 45 THICK TOUGHENED M10 S/S BOLTS AND L BALUSTRADE BASE SECTION D - 0 a (rate: vt2/2015—(«*
MARINE DECKING SAFETY GLASS TYP. NUTS WITH STAINLESS STAINLESS STEEL : we Date: 2/12/2015
STEEL PLATE. WASHERS SPIGOT TYP. Z
WCFT 250 x “VIEW “AY TYP. (4 OFF PER SPIGOT) JM. LEMAN [Drawing No: 4901105
hele AS SHOWN
SCALE 1: 25 FOR APPROVAL | REGISTERED PROFESSIONAL ENGINEER
' Drawn By: T.JS. [Designed By:
(VERTICAL COMPOSITE MARINE DECKING NOT SHOWN FOR CLARITY) FOR APPROVAL OF QUEENSLAND NUMBER : 2938

 

"_/ \Approved By: S/S

 

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