Attachment 4 - Option 1 Hydraulic Advice · RAL20/0005

 

 

 

FOOTING NOTES:

 

PFAPF2:

PROVIDE

 

N32 CONC
50mm MIN COVER.

150mm

GRAVELICRUSHED ROCK BED
BELOW PAD FOOTING TYPICAL.

 

 

PF2

 

 

 

 

EXISTING
FOOTING

[ f

    

t
1
1
1
1
1
i
1
1
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1
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1

FOOTING LAYOUT

 

 

 

 

 

 

FOOTING LEGEND:

MARK | DESCRIPTION
PF1 | 650SQx 400D R.C. PIER CAP AS PER DETAILS
PF2 | 650W x 400D R.C. FOOTING BEAM.
SP1_ | 71SWL SCREW PIERS TO MANUFACTURERS

SPECIFICATION. CONTRACTOR TO CONFIRM
DEPTH & CAPACITY ON SITE

 

 

 

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
GEOTECHNICAL REPORT REFERENCE:

SITE INVESTIGATION & CLASSIFICATION REPORT:

BY: CSISOIL TESTING

REF: 10549

DATED: 19/07/2016

NOTE: THE FOOTINGS & SLAB AS DETAILED HAVE BEEN
DESIGNED FOR "P" TYPE SOIL CLASSIFICATION IN

ACCORDANCE WITH AS2870-2011.

 

 

SLOPE STABILITY ASSESSMENT REPORT
BY: TECTONIC GEOTECHNICAL

REF: 16162-001-RevO

DATED: 22/07/2016

"VERY LOW RISK" OF SLOPE INSTABILITY

 

 

 

  

 

 

 

 

 

 

 

 

 

 

FIX: 8mm END PLATE HDG.
2IM12 CHEMSET TO BLOCK
WALL. 125mm SPACING

89x5 / 75x4 SHS POST H.D.G.

 

 

 

 

 

 

      

 

 

 

 

 

 

SCALE 1:100 PROVIDE 30mm NON sin BASE PLATE CW
Se 4IM16 CAST IN ANCHOR
. / BOLTS EMBED 250mm
PF1
wit = 4 |S
WY. MOY
3
—s : PROVIDE 150mm
— Sore] GRAVELICRUSHED ROCK BED
! eB BELOW PAD FOOTING TYPICAL.
oO
a
fa
&| 1IN20 THROUGH J ]
| PIER 450L 4IN12 U-BARS BOTHWAYS
x 50mm COVER.
& [GALVANISED SCREW PIER
= DESIGNED AND INSTALLED
J BY MANUFACTURER.
650 SQ
STEEL POST FIXING 4.5 043
PF2 SIM
'd:\secureshare\_design\1443 - mitti st, noosa heads\acad\walkway\1443-walkway.dwg
REV |DATE| DESCRIPTION BY |cHKD/DRAWING DETAILS SCALE APPROVED
emma] ToncorsravToN ra ET
~ ~ oA = 0 1.0 20 3.0 40 5.0m Ei Ko! Teore
IDESIGN LR
Baan aa I ey : | LINCOLN ROBERTS
SCALE 1:100 A3 (RPEQ 17393)
_] DESIGN CHECK DK - DRAWING STATUS
—— pate (09-08-2017 Peso ssithout writlen permission fom FOR CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

FRAMING SCHEDULE:
MARK | DESCRIPTION
c1 | 89x5 SHS COLUMNS. 10mm BASE PLATE.
4IN12 TO FOOTING. 8mm FIN PLATES, 2/M16
8.8 TO EACH SJ1 TYPICAL
sit | 180PFC HDG
= dT]
& t = 7 SJ1 (HIGHER) o TR1 | 65x5 SHS 8mm PLATE & 2/M12 BOLT TO U/S
yl} L_ CONSULT WITH ENGINEER OF SJ1 TYPICAL.
711} FOR FIXING TO EXISTING DJt | 150x50 F14 HWD OR 145x45 MGP 12 (H3)
yt yt STRUCTURE JOISTS 2-SPAN CONT. 300mm MAX
yi ft CANTILEVER @ ENDS AS SHOWN
3 Isl SI5 ST1 | 65x4 SHS DIAGONAL STRUTITIE, 8mm PLATES
prey = M1288 BOLTS TO C1
| TRI Tf ESJ | EXISTING STRUCTURAL JOIST
; q
a] dt
q i
Vit} EXTERNAL TIMBER DURABILITY:
| 1. ALL EXTERNAL TIMBER TO BE DURABILITY CLASS 2
PL | OR BETTER IN ACCORDANCE WITH AS1720.1 AND
| | ‘AS1720.2. ALTERNATIVELY THE TIMBER CAN BE
qty oh TREATED IN ACCORDANCE WITH AS1604.
oy | TRI Ww OF 2, HARDWOOD TO BE DURABILITY CLASS 2 FREE OF
qe k _td SAPWOOD MANUFACTURED TIMBER PRODUCTS TO
yl yt BE H3 TREATED/SERVICE CLASS 3 WHERE EXPOSED.
pitt
a1
i en
| Isla} gs
yj TR 1 Locarect
i | OVER EXISTING
iii | | — FOOTING
Il}
|
a a
4
SCALE 1:100
65x4 SHS HAND RAIL STANCHIONS
@ 2400mm MAX CRS CFW TO PFC
TOP FLANGE. PROVIDE VENT
HOLES FOR GALVANISING.
7
NOTES:
} oui Dt FABRICATOR TO PROVIDE FIXING DETAILS TO ENGINEER
= Rf fs FOR VERIFICATION PRIOR TO FABRICATION.
= ALL TIMBER FIXINGS TO BE SS 316 TYPICAL.
ALL STEEL TO BE HOT DIPPED GALVANISED TYPICAL
3 3
~
§
ns__ UY _PF2- I _NSL
> © - bi?
SCALE 1:50

 

 

Barlow
Shellie:

P 075443 8285
€@ [email protected]
@ PO Box 899 Maroochydore 4558

W werw.barlowsheley.com.au

PROJECT:

PROPOSED WALKWAY

AT NO: 20 MITTI ST, NOOSA HEADS
FOR S TRITTON & P LOXTON

JOB NUMBER:

1443

 

SHEET; 1 OF 1

 

DRAWING TITLE:

 

ABN 69215 591 077

WALKWAY PLANS & DETAILS

DRAWING NUMBER | REV

SK1 1