230324 - 47 Tablelands Road, COORAN - Engineering Plans

 

Ont Boxed Stud Fascia to
3 x 12/14 teks angle bracket

3 x12/14 teks

35

fy

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
  
 
   

Connection to Building
with Rafters

Alternative Connection to

Building with Rafters
End of Awning sheets to be folded up

     
 

  
 
 
 
  

ATTACH STUD FRAME AWNING
ROOF PANEL TO STUD WALLS
2x 12-14x20 TEKS @ 600 CTRS

End of Awning sheets to be folded up

ETING

 

METAL ROOF SHE

 
   

   
 
 

AWNING ROOF PANEL ROOF PANEL

 

STUD FRAME AWNING

      

 
   
 

   
 

—
4 z SEE SEPARTATE
Ww
= SEE SEPARTATE ATTACH STUD FRAME AWNING 3 SPECIFICATIONS
y SPECIFICATIONS ROOF PANEL TO STUD WALLS fe FOR RAFTER AND
© FOR RAFTER AND 2.x 12-14x20 TEKS @ 600 CTRS Q STUD WALL DETAILS
e
a STUD WALL DETAILS 2
2
wn

Designed in accordance with N3 0.95 Steel @ 600 Stud Centres

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AS1170.0,1,2 C2 0.95 Steel @ 450 Stud Centres
AS4100 N3 0.75 Stool 600 Stud Cont N3 0.95 Steel @ 600 Stud Centres
.75 Steel ud Centres C2 0.95 Steel @ 450 Stud Centres
JY WU, AS4600 N3 0,75 Stee! @ 600 Stud Centres C2 0.95 Steel @ 450 Stud Centres @
WS WS C2 0.75 Steel @ 450 Stud Centres
Metal Roof Sheeting in
accordance with 3
Ww wy AS1562.1:2018 > s 8 ”
8 g 3
= Si
3000 Nominal 3000 Nominal 3000 Nominal 3000 Nominal
MN 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length
4 Qty 12-14x20 MON CGINS SPACING N3 0.95 Steel @ 600 Stud Centres
Hex Screws MN, Ns = 1250 . €2.0.95 Steel @ 450 Stud Centres
fixing 75 SHS 75x25 RHS POST = 00 mm max. N3 0.95 Steel @ 600 Stud Centres
Post to Hold 2.0mm Gal Channel Xea 0 ci N3 0.75 Steel @ 600 Stud Centres C2 0.95 Steel @ 450 Stud Centres
Down Brackets “Umm Gal Channe| HOLD DOWN BRACKET N3 0.75 Stee! @ 600 Stud Centres C2.0.95 Steel @ 450 Stud Centres
HOLD DOWN BRACKET
Bolted through nesting channel 90x 19mm C2 0.75 Steel @ 450 Stud Centres
: Sealant d M12 Hold Decking
19mm Decking Hi Perimetre of Post Down Bolt 3
° s 8
X s s 3
—_ a
— M12 x 30mm bolt thru NC beam
NC Beam M12x100 screwbolt if fixed to concrete.
> > > D>
gf gs gf gt
oo oo oo oo
6 6 6 6
ELEVATION VIEW PLAN VIEW
3000 Nominal 3000 Nominal 3000 Nominal 3000 Nominal
D ETAI L Cc - HO LD DOWN D ETAI L 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length
Typical Awning Roof Panels
Mr Vic Bacud, Jnr
MIEAust CPEng  RPEQ 3647 <> G 5 Pronger Parade ' DATE: 26/09/2022 AWNINGCONNECTIONR
NPER-3 ymple industrial Estate . .
Registered on the NPER-3 in the Category of G Po Box 78 70 Franeerng m one Frame DES SY SHEET 1 of 2
Civil and Structural mpie whin stem
National Professional Engineers Register Section Three Sheds Pty Ltd ymp , 9 | ys | DRWN SY DWG. NO.
Ph (07) 5482 5614 Connection to Building with Rafter AWNINGENGINEERING
COPYRIGHT: _ This drawing remains the property of Mecano Sheds Pty. Ltd. and is provided for the use described il - i
and may Rot be dea hata in ie ar in part without written permission. Email [email protected] CHK VB REV.