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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Reinforced block walls
Reinforced block walls
5 100 Extrusions neglected
Wall steel 300 Series: Wall steel Typical.
as specified i Blockwork as specified ——S
Wall starters 1 Wall starters 199 25
min 600mm lap ° min 600mm lap
100mm cog 8mm base plate— y—2/mi2 chemset anchors 1/N12 bar extra tied to the slab mesh, 5 200
6mm CFW to C3. 150mm min embedment. 50 in areas where the footing beams are ee
Epoxy = Ramset Chemset 801. mm _cover required to span between bored piers.
eo
I SLAB MESH, 30mm TOP COVER 200 25
a = —_ SS J/9
ss oo At Z sq
€ *—R6 ligs at 900mm crs € —R6 ligs at 900mm crs € —R6 ligs at 900mm crs € fod 25 200
for trench mesh spacing. for trench mesh spacing. for trench mesh spacing. & AL . eee ine
E £ e S 4 =7— 50mm min > = =
& An equivalent cage & An equivalent cage & An equivalent cage my T —r Kk compacted
2 option may be substituted 2 = option may be substituted 2 option may be substituted cone bed 190
for steel specified. for steel specified. for steel specified. < EERE - .
+t ; +t ; + ; € |-NI6 bors at 400mm crs EB] ‘Continuous moisture barrier Slab_mesh lapping details
Lap TM a min 500mm or Lap TM a min 500mm or Lap TM a min 500mm or E I each face of blockwork SIS
300mm min 1 full pane! at ends of runs. 300mm min 1 full panel at ends of runs. 300mm min 1 full panel at ends of runs. § I
Use 50mm min cover. Use 50mm min cover. Use 50mm min cover. g — i SLAB TIES: N12 at 900 or
5 5 S R10 at 600mm crs
Footing Steel Footing Steel Footing Steel — | (min 100mm cog)
3-L11TM top 3-L11TM top 3-L11T™M top Lap TM a min 500mm or = E
& bottom & bottom & bottom 1 full panel at ends of runs. |_300mm_ min 3
Use 50mm min cover. 1000mm E 2 E i
F4 FOOTING BEAM F4 FOOTING BEAM F4 FOOTING BEAM 8 ° & Slob febric
. . Footing Steel = —
SECTION (<9) (at blockwork location) (at column location) — = Foo al
Scale 1:20 bottom only |
\s02/) SECTION (10>) SECTION (111) ‘oom uh woomm nn
Scale 1:20 \ $027 Scale 1:20 \ $027 F5 FOOTING BEAM [*00mm min [*00nm min_|
SECTION (12 Slab fabric
Scale 1:20 \ S02) E
& E
2 5
a
5 3
‘1 i 2 layers of
Tie bars to internal : : yers 0
stiffening beam steel Slab edge over Slab ties |-—__®00mm _,| [.*00mm min_| }.*00mm min | SL82 fabric,
Slab mesh as detailed “| Footing 30mm cover
_—— oo ee a — — _ - SHOWER RECESS DETAILS
— A I —-—+4—-4#———-—-\Y~ Continue F4 footing steel
L \ through & lap 1000mm Min x (IF REQUIRED)
Stitfening beam \ with F2 footing steel. 2
= — 4 L , E N12 bar tied to N12 bor tied to
3 4 . —_— —_ —_— 7 3 footing steel footing steel
= a F2 Footing}Beam 600x600mm legs . 600x600mm legs .
SB1 reinforcing LL le ~~ L } Footing } \ Footing
[At all locations, 2/N12 .
Footing beam bars, min 600x300mm legs f — F4 Footing Beam _ PLAN L
TYPICAL FOOTING/STIFFENING vd y fang st _|
/ bottom only 1000mm min steel lap 3-LITTM top <— > reauee ok Footing
BEAM JUNCTION |___tetn ni stn _| Tali comer toting tel
: 2/N12 'Z’ bars tied to ‘
DETAIL LA\ F2/F4 STEEL LAP (elevation) a mesh, min 600mm Footing required at Footing
Scale 1:20 laps each end.
\s02/ DETAIL = 7B \ ° -
Seale 1:20 \$02/ FOOTING STEP—OUT DETAIL (plan) FOOTING CORNER DETAIL FOOTING T DETAIL
DETAL __-/C\ (plan) (plan)
NOTES: Scale 1:20
1. Do not scale drawings. \302/
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
=| 0 BDK 16/11/17 | Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
S 1 BDK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE Postal: P.O. Box 7117 Job No.: 17-0417
Sy] 2 BDK | 11/12/17 | Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dw. No . S04.
a Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Who:  eosgnepouy m.au FOOTING ke SLAB DETAILS
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email: [email protected]
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