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

 

 

 

 

Trusses to manufacturer's

specifications. Continue truss
top chords through to frame
raked ceiling.

 
  
   

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

I 1000mm_max 1000mm_max |
10mm web stiffeners Locate bolted connection 10mm web stiffeners
6mm CFW within 000mm max of 6mm CFW Window glazing as Block between trusses
welded connection per manufactures for window fixing.
X X specifications \
aa \
BI a ZB Bho7~ BI Bho
6mm cay
p plate 100max 100max
i \ VY 6mm CFW to WB1 1B =
| Mousehole Wel
> ; 8mm end plate. "2 . A [i required | ~| > |
o C3 fixed to bottom flange 6mm CFW to B1 o C3 fixed to bottom flange | a a ie r r
of lintel with 6mm CFW 2/M16 4.6/S bolts of lintel with 6mm CFW 4 j | | |
\ \ TP
E | | t— 4/146 Tek |}
\ DETAIL = /B\ \ § A Y WI | | screws ||
Scale 1:10 \S05/ x =p j | |
+7— 10mm base plate +j— 10mm base plate A i C a Wd '
” 2/M16 chemset anchors ° 2/M16 chemset anchors y v j— M16 rod —»
° 150mm min embedment. ° 150mm min embedment. 22 chemset anchors | |
Epoxy = Ramset Chemset 801 Epoxy = Ramset Chemset 801 125mm min embedment. | |
fomn edae dist . Bore, edo act : A \ Epoxy = Powers PF Pro 1 Full length stud,—+ : : 1 Full length stud,
mm edge aistance. mm edge alstance. or Ramset Chemset 801. 2 studs under | | 2 studs under

 

 

 

 

 

 

 

pela _¢ 0. DET /E\

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Scale 1:10
Scale 1:10 \S05/
DETAL = ZA \ DETAIL = 7 C\ Lb eal & Lb
Scale 1:10 Scale 1:10 Bt sc! we2
\805/ \805/ fi 42
| 2
JL | if yy ©
| art cap & fin plate
6mm CFW to WB1
\ 2/M12 bolts
Mitl t and full 6mm end plate: 6mm cap & fin plate
83/84 2/No.14 Type 17 Batten RI strength butt weld 6mm CFW to BS 6mm CFW to C2 VIEW
screws (100mm long) 60 (FSB) 2/M12 hex head bolts mm Scale 1:10
| ile Rp oo po =
+ (= BS B5 | BS
y 8 } B= | Aa 4A e a _h
+ 4p J NL a Lif 4 OL J 8
3 | _] | I]
{_y ‘ | a 2 ° 2
T L | s+ | T | oT 4 eL oO | | Q Le
100x6.0 EA one side ; © Smm clect plate =e g (+ <tintel Z lintel g |! gl lintel 7
DETAIL /F\ 2/M12 bolts each way j | 6mm CFW to B5 over | * | ime I| |! 3) bine
Seale 1:10 \§05/ J 2/12 4.6/S bolts f= sr : tte a | Orr
‘ Z\—Fix RI to blockwork /' as_—/ 8 | 3 ei 8
similar to Detail K { ——j “6mm cleat plate | |
6mm CFW to C2
Z , DETAIL LH\ | gy | 2/M12 bolts ||
(T Reinforced 200 Scale 1:10 \S05/ | | | |
A Series Blockwork . ! '

 

DETAIL = /6.\ DETAIL __/J.\ we OY
Scale 1:10 \S05/ . \S805/

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 : 1:10
=| 0 BDK 16/11/17 | Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
g 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
g 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 .
yy Desi - — - - Ph: (07) 5444 5578 Dwg No.: S07
esigned By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Web: hrdesigngroup.com.qu
Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email: [email protected] CONNECTION DETAILS

 

 

 

 

 

 

 

 

 

 

 

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