SUPERSEDED OPW15/0203 - Approved Plan

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   NOOSA COUNCIL
   APPROVED PLAN
OPW15/0203 10 NOV 2015


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Revision | Description Date

 

 

 

 

 

 

 

  

DRAWING SIZE ~ A2 NOOSA COUNCIL
APPROVED PLAN

 

  

ONE WB S/S

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OPW15/0203 10 NOV 2015 aE Us 5
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25 ‘ NOTCH
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RECESS &

BEARER
STRINGERS 25 NOM INTO
PE. ‘Se SPLICE JOINT DETAIL
TYPICAL SECTION 4:20
1:20

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! ' - HANDRAIL:
| | RIGD HANDRAIL TO COMPLY
i \ TH COUNCIL REGULATIONS
a i \ _ MAXIM RECORDED FLOOD LEVEL R200 KAD _ _ 7 _
- | | TOP OF WALL RL. 1.0 AHD
t
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i | DECK RL 1,0 AND /.—
! | MAYIMUM WATER RL O44 AHD
te 1 - 1} — — - ae
=/> wl EXISTING.
| s a | 3 a) 1) wa PA) (Pt) REVETWENT
i al = store WALL
| Lot 464 | PITCHING
‘ AREA: 736m" ! !
; RP, 868306 H 7 i!
| 79 SHOREHAKEN | oi | |
| NOOSAMLE | of 1 8)!
: | yi | i 7
| oH tt Hi
' ' | u tt
| | Hu u
i 1
i | NOTE: FRONT ELEVATION SIDE ELEVATION
4. UNLESS NOTED OTHERWSE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF 7700 i100
! ! APPROVED SPECIES AND HAVE A WINMUM STRESS GRADE OF F14 Win, : :
| | 2, UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY MTH THE EXISTING REVETMENT WALL
' \ ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POUCY ~ "BUILDING 1500, | WE
AND ENGNEERING STANDARDS FOR TIDAL WORKS.’ I | +t —_/ TEI oF Ne ns Ae
~ 3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE “ * - ck
i { GRADE S16, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, KASHERS, f Z| 1 / Pee Te ue, bern 4 THE
| | AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL 2 Jd D0 NOT AX TY .
i ! 4, TOP OF PHLES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED eo
L. toaes WTH AN ALUMINUM ALLOY OR STANLESS STEEL BAND, | neon:
8 BP gE EL 10000 5. DMENSIONS AHD LEVELS SHALL NOT BE SCALED FROM THESE: DRAWINGS 8) ety 5 Ear uw
99 12 50 Pd TWO STAWLESS STEEL
™ =k Gen) SCREW EACH END,
Lowe CRTERA ey ragen Soe
= § | RIGID HANDRAIL TO COMPLY
Los 8 HVE LOADS = 20a a ’ WT COUNOL REGULATIONS
aS tI
CLD (AOR HETALS FOR MOORED VESSEL (ox) 5 PLES Gnnnni—2__ 2+ Ftst00 @ a2
Tesch EIBENTS LENGTH = 5.0m 1 Poe REATED
WEIGHT = 1500 (1) (0) ‘ :
9 | HW) POLES Issue:
BERTHING VELOCITY = 0.5m/sec | FT CONSTRUCTION
— & | 6ce DEBUILD TA
A “aN ! consulting ENGINEERS
ae c \ : SOG) eee acin om
4 i \ wo... ABN 0.008 481 289
JETTY FRAMING SCHEDULE 10 en 7 180 Sie! 1/11 PROJECT AVE NOOSAVILLE QLD 4666
SITE PLAN © scote 1:200 MARK SHZE/GRADE 8 $500 \SB~ Ph (07) 5455 5604 Fax (07) 5455 5696
cole 1; (Pt) | 2006 HE TREATED HOWD PIER ; . ,
a | 150 x 75 (F14) JOISTS © 750ctrs FRAMING LAYOUT Title: Jetty Plan and Details.
Bi__| 150 x 75 (F14) BEARER 1:100 Project Lot 464 Shorehaven Drive
Noosaville

 

 

 

 

 

 

= i expoved timber to be H6 ‘recta
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Rev, 30.01.05

Date: Oct 2015 Drg No, 25390-J1