Attachment C Engineering design · 132003.221152.5

 

1500

2.N16 BARS TOP AND BOTTOM. 4 N12 BARS.
MIDDLE (2 EACH SIDE) WITH R10-300 LIGS

PROVIDE CORNER BARS TO ALL WITH N16 BARS

HAVING 650 LAPS AND N12 BARS 450 LAPS

   

 

 

 

  

Ti

REFER LANDSCAPE
ARCHITECTS DRAWINGS,
FOR FINISHES

FREE DRAINING SOIL
APPROVED ROOT BARRIER

ATLANTIS DRAINAGE CELL

 

EXISTING WALL UNDER TO BE
TRIMMED BACK TO ALLOW
NEW SLAB INSTALLATION

APPROVED WATERPROOFING

 

EXISTING STONE
WALL TO REMAIN

 

 

 

 

 

 

 

 

 

 

  

 

 

 

RL 17,70 —— fat \% — — -RLA781
gS { ~ al | oo _ 20-200 N12-250 _ 1000 LAP-—4 po ~ 3 RL 17.36.
8 38 | L “Re 7s “CONCRETE SLAB FALL _ ° _ ae ~ 7 _SONCRETE SLAB FALL one :
g 4 gs PEPE OSSSSS ISI IOI OPS IOS OGIO LOL 1 RRO BI OE Z eee ts oa -

 

 

 

 

 

100 x 150 x 10 S.s. —/
ANGLE FOR STONE

FACE
TO CONCRETE WITH 1

M16

 

SUPPORT. FIX

 

/-—- 50 CLEAR COVER
TO DRIP GROOVE

 

|

 

 

N16-200

 

@50 SCUPPERS
AT 1500 CRS

2000 MAXIMUM

 

 

 

4 N24 BARS, TOP AND

600 BOTTOM. LAP TOP BARS

 

 

 

 

SS ANCHOR AT

400 CRS, WITH 150

1500 EMB

 

COLUMN C1 OVER

n
S

    

—

 

EDMENT

N16-150 HORIZONTAL
‘U'LIGS IN PAIRS.

 

  

 

100 MINIMUM

 

 

800 MIDSPAN. LAP.
BOTTOM BARS 600 AT

 

COLUMN C1. N12-200 LIGS

 

8 N24 BARS, WITH
R10-200 HELICAL TIES.

 

COG BARS 500 INTO.
SLAB OVER.

 

C1

 

2450

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

N12-250 |

SECTION

1:40 UNREDUCED AT AS
4:20 UNREDUCED AT AT

 

 

|

 

 

 

 

EXISTING TIMBER
WALL TO REMAIN

8 N24 STARTER BARS,

 

 

 

4 N24 BARS, TOP AND
BOTTOM. LAP TOP BARS
800 MIDSPAN. LAP
BOTTOM BARS 600 AT
COLUMNS. N12-300 LIGS

1.N32 BAR, 3000 LONG
WITH A 500 COG

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POOL TYPE SAFETY FENCING
TO ARCHITECTS DETAILS.
DESIGN AND CERTIFICATION
BY OTHERS FOR AS1170.1

   

 

 

   

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

_ 85 COG 500 INTO PAD LOADING REQUIREMENTS.)
~ aa FOOTING PF1 190 BLOCK’ SWALE TO DIRECT RUNOFF
T a ‘AS REQUIRED
7 H1 wi BARS 1
-—— 2. N24 BARS, 400 LONG
4.N24 DIAGONAL TRIMMER BARS 7
BOTTOM, IN 3 LOCATIONS. 1000 1100 N16-400
8 1.N32 BAR, 3000 LONG 1600 1600 16-200 BARS 1 |
————— WITH A 500 COG | APPROVED TANKING
PF1 PLAN DETAL ct 1800 1900 N20-200 N12-400 |______ AND FREE DRAINING
TT HOR. SAND BACKFILL
1:40 UNREDUGED ATA’
1:20 UNREDUCED AT AI |
55
~ 290 BLOCK COVER
| 1500 x 1500 | <
- N16-150 HORIZONTAL =r
‘'U' LIGS IN PAIRS. FALL BARS 1
75 MIN. COVER - > 800 LAP
RL 17.81
1 N32 BAR, 3000 LONG TT
WITH A 500 COG ;— 100 DIA. AGRIC. DRAIN IN
— 300 x 300 GRAVEL (20mm)
4.N24 DIAGONAL TRIMMER - 3 wte3o0.' Nabas0 Waar IN GEOTEXTLE TO
BARS BOTTOM IN 3 LOCATIONS. + L APPROVED OUTLET.
8 N24 BARS, WITH 3 se 5
R10-200 HELICAL TIES “ fe h CLEAN OUT 8 g
ace BLOCK +
Cf aia
N12-250
s| > >
So LZ LA N12-200 BARS 1
COLUMN C1 PLAN DETAL
1:40 UNREDUCED ATA
4:20 UNREDUCED AT At
RETAINING WALL - RW1
1:40 UNREDUCED AT Aa
1:20 UNREDUCED AT AI
PROVIDE N12-400 CORNER BARS
TYPICAL WITH 450 LAPS EACH END.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Ti Scale [Sheet Size]
This drawing is subj
manne DAN BARTHO A.VENESS __|s.PRYSTUPA _| PROPOSED OUTDOOR TERRACE FOUNDATION AND AS SHOWN! At
agreement between Tod esignes erifiec
onsuing pty tt) ands H. GRAY S. PRYSTUPA 12 PARK ROAD, NOOSA HEADS SLAB DETAILS Drawing Number
lent. This drawing shall only
used for this specific project. engineers & project managers © ORYSTUP, A 137 No RDP 52918 16503-S04
This drawing shal Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA COUNCIL
for ion u serene co Box, Novo, OLD #508 Signed Date MCU APPROVAL HORIZ DATUM ce) 6 Sheet Revision]
‘issued for construction inthe |_A_|14.7.16| ISSUED FOR APPROVAL AY. [email protected] a fodconeuling com <P. te — JULY 2016 ROL APPROVAL VERT DATUM AHD ee ee eee 4of4 A
revision description, Rev] Date [Revision Description Drawn ABN 39 128 805 996 DT A ye OPW APPROVAL RL {EMENT BAR - INCREMENTS IN mim