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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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70x45 MGP12 late t
back over first stud “pm ‘\ fe me
. I
Solid pack__|
. 150x90x8 UA i
60min as required
oo 2/M12 bolt
fF | “ \|-— Lintel
Lintel
7 BA Spats T7 L- ™ 60 60_min 60_min
Sle as specified j+— Refer lintel specification for > =
ale a number of studs supporting 2/12 HEX = S
Tr T ~ head bts | ° LE ce re-Pa
A Non-LB wall = ———p —_1 8 . ZZ ind | | Oshtinte_ =
Vv j + 1/M12 chemset anchor ° Lintel 7 | sl
A | 150mm min embedment. | o me! | o — o | oO Oto
Ll Epoxy = Powers PF Pro “ | Lintel | a e im] LSE
or Ramset Chemset 801. ! ! | ]
I | 6mm cap & fin plate
Ty P p | |
|p Reinforced 200 100x6.0 EA both sides 6mm CFW to C2 ~
Series Blockwork 4/M12 bolts VIEW 4/M12 bolts 1s |
A \ ia Concretel]stab Scale 1:10 |
DETAIL / M\ ” Ln
DETAIL [K\ DETAIL /\ Scale 1:10 \S06/
Seale 110 \S05/ sine 120 (506 / DETAIL = /7N\
Scale 1:10 \S06/
7 v
Gt
Truss tie-down in accordance
Reinforced 200 —") with manufacturer's spec.
Series Blockwork , 100 max
1 WZ
T
2/M12 chemset anchors. y Z
125mm min embedment. A *
Epoxy = Powers PF nt | VY Lintel/Beam *
or Ramset Chemset 801. | 60 pe
[£9.| | V Tie-down rod—=y =e
o TI 7 as specified o
ZI Ll Ay ® ph SL
ZZ lintel | & lols <7 ZH lintel 8 A T + ZZ Lintel a dt &
_ Ze +] 0 dy += Refer lintel specification for imal
| - I 3 = 3 + Z number of Btuds supporting i 3
i t
6mm cap & fin plate I | Lyoos6.0 EA one side 100x6.0 EA one wise
6mm CFW to C2 Is | 2/M12 bolts 2/M12 bolts each way
2/M12 bolts °
|| DETAIL ~—s / R\/R\ DETAL = /T \
I \ | Scale 1:10 \S05/\S06/ Concrete slab Scale 1:10 \S06/7
DETAIL = /P \ DETAIL /S\
Scale 1:10 \S06/ Scale 1:20 \S06/
NOTES:
1. Do not scale drawings.
2. Check and verify all dimensions
prior to commencement of work.
Is Made Bi Dat DESCRIPTION . . .
=m > 7 * 7a Preliminary Issue — Not for Construction PROPOSED NEW RESIDENCE at oe ay ohn “oN ENGINFERS| Seale: I: 10/1: <0
— ice: uite 8/1 risbane Road, Mooloolaba
& 1 | BDK | 04/12/17] Preliminary Issue - Not for Construction LOT 1<0 CNR SEAMOUNT QUAY & 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 Dw No : S08
a Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Ws eosenepouy com cu 8 “
Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email: [email protected] CONNECTION DETAILS
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