06/0174 - Approved Plans (One Additional) [As Published] · 142006.174.03

 

Sunshine Coast Regional Council

              

 

 

        

    

 

 

 

 

 

 

 

 

   
 
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

       
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

     

   

 

 

 

 

 

  
 
     

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

   
     

  

 

 

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AUG 07) PILING REVISION
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8 2 JUNE 0% BUILDING SUBMISSION
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S-~_. 40 MPa CONCRETE_~] PILE NOTES SCREW PILES TYPE CONNECTION - 10 PLATE ‘T’ FIN, WELDED TO COLUMN Ht 3 |
A Ok PLE WORKING LOAD 12 CAPACITY. USE FOL V.C.. DENOTES VERTICAL CONTROL WITH & mm BOLTS TO C2002 | a 8PMR PTY. LTO.
EA . 78 x 6.4 OS FLED WITH 26 MPa CEMENT GROUT. JOINTS TO BLOCK WALLS AT 6.0M L 8 M20 GALV. H.D. 20 Hary Street, Noosaville
EARTHWORKS NOTE : ALL SCREW PLES ARE TO BE FOLADD 91 VERY MAX. CRS. PLAN + ENTRY CANOPY ROOF BOLTS WITH snare, Noss Heads se |
SEAS CONTARD ORG MATTER ARE TO BE STRIPPED FROM THE ‘DENSE SAND TO DEPTHS SHOWN ON SHEET $2. 320 R10-200 TIES EMail: todnoasasibigpond.netou
FOR ALL SCREW PLES ARE TO BE s
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SET ON WAS Te CAPAGITY OF 200 SAFE WORE LOAD, ATE DETAIL 17At to cack couun