01.2 - Engineering Design (issue 2) · OPW18/0008

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Reinforced block walls Reinforced block walls
Wall starters Wall steel Wall starters Wall steel
min 600mm lap as specified min 600mm lap as specified
100mm cog 100mm cog
Timber Clad walls 1/N12 bar extra tied to the slab mesh, Timber Clad walls
1/N12 bar extra tied to the slab mesh, 1/N12 bar extra tied to the slab mesh, in areas where the footing beams are ‘
Vi areas where the footing beams are in areas where the footing beams are required to span between bored piers. 400mm lap
required to span between bored piers. required to span between bored piers. amew, TI
SLAB MESH, 30mm TOP COVER SLAB MESH, 30mm TOP COVER SLAB MESH, 30mm TOP COVER VNI2 bar
a [-4’—— g ||2—— Je gq (7 —_/s ————
= = |= = |= = —— FY F8
€ E 4. E 4. € b= ——— =
E . £ @: 7 . £ G: ¢ . e] Y YE: L
8 4 50mm min 8s fi =¢— 50mm min 8 fi =— 50mm min 8s \ L %— 50mm min
m = fA: compacted m pf. compacted ml fa: compacted 2 = Ke compacted
sand bed PSSA sand bed sand bed / Pyssaess sand bed
g | | Continuous moisture barrier € | Continuous moisture barrier € | Continuous moisture barrier Construction — | Continuous moisture barrier
g 4 7—SLAB TIES: N12 at 900 or £ SLAB TIES: N12 at 900 or g — SLAB TIES: N12 at 900 or joint E f —SLAB TIES: N12 at 900 or
& | | R10 at 600mm crs & | R10 at 600mm crs & | R10 at 600mm crs E | | R10 at 600mm crs
= =, (min 100mm cog) + = (min 100mm cog) + =, (min 100mm cog) 8 =; (min 100mm cog)
_ Lap TM a min 500mm or Sy Lap TM a min 500mm or i Lap TM a min 500mm or TT Lap TM a min 500mm or
300mm min 1 full panel at ends of runs. 300mm min 1 full panel at ends of runs. 300mm min 1 full panel at ends of runs. 300mm min 1 full panel at ends of runs.
Use 50mm min cover. Use 50mm min cover. Use 50mm min cover. Use 50mm min cover.
Footing Steel Footing Steel Footing Steel Footing Steel
3-L11TM 3-L11™ 3-LI1TM 3-L11™
bottom only bottom only bottom only bottom only
Fl FOOTING BEAM Fl FOOTING BEAM F2 FOOTING BEAM F3 FOOTING BEAM

(200 Series Blockwork location) (300 Series Blockwork location) SECTION <3 SECTION <>)
SECTION SECTION Scale 1:20 Scale 1:20

Timber Clad walls
1/N12 bar extra tied to the slab mesh,

 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SLAB TIES: N12 at 900 in areas where the footing beams are .
‘ * 10mm Compressible Filler: required to span between bored piers. Loaded wall/bracing wall
R10 at 600mm crs SLAB FABRIC q P pI
{min 100mm cog) SLAB MESH, 30mm TOP, COVER Slab mesh as detailed 30mm TOP COVER Slab mesh as detailed
a 2 — ! co ne _ ef 8
e E EEN Ee) EZ ZoN
& & r N\ E Slab mesh TCG “vopour barrier
my el Ss 500 50mm min compacted
Oe a — — pf ~ sand bed
E i SLAB TIES: N12 at 600 or < 1 DB
Sle <
% LS f | R10 at 450mm ers SLAB TIS: N12 ot 900 ort L-siag TIES: N12 at 900 or TK1 — SLAB THICKENING BEAM
x ! (min 100mm cog) gf ! 300mm min
RRRRERREREEO 9, E | | R10 at 600mm crs SECTION (8
in 1001
SL82 mesh | set, j—F2 footing R10 at 600mm crs es | = | (min 100mm cog) Footing Steel Sele 130
50mm cover Le | refer detail (min 100mm cog) +t Ly 3-LI1TM , \s02/
\ . . 3501 in 4— Lap TM a min 500mm or bottom only
600mm max 300mm min | Continuous moisture ee 1 full panel at ends of runs.
barrier Footing Steel Use 50mm min cover. SB1 STIFFENING BEAM
STEP OUT BEAM 3-L1TTM SECTION (7)
bottom only
SECTION (5 \ Scale 1:20
Seale 120 \ $02 CJ1 CONSTRUCTION JOINT
SECTION (“6 \
Scale 1:20

 

NOTES:

1. Do not scale drawings.

2. Check and verify all dimensions
prior to commencement of work.

 

 

 

 

 

 

 

 

 

Issue|Made By| Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS]Scale: NTS
=m | 0 BDK 16/11/17 | Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
& 1 BDK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY é& MERMAID QUAY, NOOSAVILLE Postal: P.O. Box 7117 Job No.: 17-0417
S| 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 .
a i wi Ph: (07) 5444 5578 Dwg No.: S03
Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 cone Viney Corsair tronars yar | Waly: hrdesigngroup.com.qu
Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date: 16/7 | een Email: [email protected] FOOTING & SLAB DETAILS

 

 

 

 

 

 

 

 

 

 

 

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