Attachment 2 - 1989 Approved Plans

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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LEVEL _2-FRAMING PLAN. i
TRANSITION SLAB. LEVEL, 2-TOP REINFORCEMENT PLAN. LEVEL 2-BOTTOM REINFORCEMENT PLAN.
SCALE 1=100, SCALE 1100, SCALE I=100,
NOTES ON PLACING PLANS ~
NOTES: UBS, SERTES BLOCK WORK — J
° 150 SERIES BLOCK f 4 °
1. CONCRETE STRENGTH: Ba A2-Y16 BIS. B31, A25-Y16 UPSTAND. WY] BRICKWORK. —or- B30 25-16,
SUSPENDED SLA SLAB & Cae f F'C = 25"Pa a [ a 831. A26-Y16 838. r || 8 g L f
Z ALL BARS Mag esco UNS hates t - = | — E (| s — |
3 TIN, REIN ORCEMENT LAPS: _~
| Y18 - 500mm g Oo G = eel \ gl
_150250_y +42 y y 200250. * BAR CHAIRS ARE ARE TO BE usen AT 600mm 8 " 2 — =
4 # = 5 oon ANG ETH. SLAB REINFORCEMENT BOTH WAYS F< =
No OF At BARS 4 oc 3 \ \ a
a Y r L zio-ver Lys :
BAR MARK =| f 13, zI-v16 \_ au
a ea a CONCRETE SLAB LL 1-128 zn nactnoro :
a Set SS r = t “NE ssanutn| 9,
SEAB TOP REO. 2 INTERNAL SECTION SECTION {B : ren ,
. SLAB BOTTOM REO 3B EXTERNAL SCALE 1-20. SCALE 1=20, Lo) P gle
SUNSHINE_DESTGN wee
CONTRACTOR TO VERIFY ALL DIMENSIONS 2.
DJ-Brown & Partners Pty Ltd | sutte 136 SUNSHINE BEACH RD inp Cevels ov Joe serone conmencna | Hay ANT TS: cet LEVEL ND Same ae
‘Consulting Eng:neare NOOSA HEADS QLD +567 ANY WORK OR MAKING ANY WORKSHOP TSUNSHINE BEACH, REINFORCEMENT PLANS/| gqso22 | 002 |A
(88 Ne! Street, Toowoomba | DRAWINGS SECTIONS & NOTES.
Queensland, +350 (0767328599 must cn NOTIFY ENGINEER IMMEDIATELY OF ANY job_number drg number___|issue
— cient iT date [aetaie DISCREPENCIES, shown _on_this_drawing sheet of checked

 

 

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MICROGRAPHIC
1) APPLICAT! ONS