Attachment C Engineering design · 132003.221152.5

 

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IN16-200 LAID ‘st

 

 

 

 

 

 

 

 

 

 

                  

TEMPORARY SHORING
BY BUILDER

 

REFER TO ARCHITECTS
DRAWINGS FOR ALL SET OUT
DIMENSIONS AND LEVELS.

 

 

 

FOUNDATION PLAN

":200 UNREDUCED AT A
45100 UNREDUCED AT At

SCREW PILES :

SV1_ @219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 8m DEEP. 20T SWL. IN COMPRESSION. 1 N32 BAR,
3000 LONG, WITH A 500 COG AND CONCRETE FILLED (25 MPa)

RT1 @219 x 8.2 GALV AND EPOXY PAINTED RAKING SCREW PILE
AT 30° AND A MINIMUM 8m DEEP. 30T SWL. IN TENSION 1 N32 BAR,
3000 LONG, WITH A 500 COG AND CONCRETE FILLED (25 MPa)

ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST
5m BELOW A 30° LIINE PROJECTED FROM THE BASE OF THE SLOPE,

AND AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.

THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE

LAYERS.

SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE
WORKING LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ
ENGINEER, WHO SHALL PROVIDE APPROPRIATE FORM 15 AND
FORM 16

TERRACE SLAB BOTTOM

 

    

&

&
&
&

300 x700'D

   
 

UPSTAND BEAM | RW1L

TEMPORARY SHORING
BY BUILDER

 

500 SQUARE x 450 DEEP LOCAL

TERRACE SLAB PLAN

1:200 UNREDUCED AT AS
4400 UNREDUCED AT At

DENOTES 250mm THICK SUSPENDED

CONCRETE SLAB, PARTIALLY ON GROUND

REINFORCED AS PER PLANS BELOW

 

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

EXISTING TIMBER WALL TO REMAIN

 

 

 

 

 

 

 

TAP 1000 AS-SHOWN

 

 

 

 

 

     

TERRACE SLAB TOP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REINFORCEMENT PLAN Ass REINFORCEMENT PLAN
REDUCED AT AS 1200 UNREDUGED AT AS
REDUCED AT AI {110 UNREDUGED AT At
/ sever MH
$76 70947
30
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Tile Scale Sheet Size
DAN BARTHO A VENESS S. PRYSTUPA PROPOSED OUTDOOR TERRACE SLAB FRAMING AND AS SHOWN! A1
esigne erties
H. GRAY S.PRYSTUPA 12 PARK ROAD, NOOSA HEADS REINFORCEMENT PLANS Drawing Number
engineers & project managers Approved mera Ne ROP 52918 16503-S03
3 eee 9 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA COUNCIL
Sercine eeBox6t Nocamvil CLOWSOS Signed Date MCU APPROVAL HORIZ DATUM 0 19 20 3040500 Sheet Revision]
‘A_|14,7.16| ISSUED FOR APPROVAL AY. [email protected] a fodconeuling com <D ROL APPROVAL VERT DATUM AHD ee ee eee
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