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Operational Works Application - DA Form 1 & Plans - 31 Edward St, Noosaville
Plans and drawings: the text below has words only, no drawings.
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DRAWING SIZE - A2
NOTE:
BUILDERS TO REFER DRAWING S1.1 FOR SITE
INSPECTION REQUIREMENTS. i
i—STEEL
1 BEAM BLOCK WALL
BUILT UP OVER
8mm IO STIFFENERS—
5.0 C.F.W. 2/N12 n—j-r, BLOCK WALL
10mm TOP PLATE Ijjz'WILT UP OVER
5.0 C.F.W, II
2/M20 BOLTS II N10 STIRRUPS
z COMPACTED N20 AT 400 CTRS.
II ,N12
CONCRETE
E H COMPACTED N20
(HATCHED)
I z
E
CONCRETE
N10 STIRRUPS (HATCHED)
2/N16
AT 200 CTRS.
190
I N12
190
-- ---- (PI) - SHS
STEEL POST BL1 ~ BLOCK UNTEL BL2 ~ BLOCK UNTEL
10mm BASE PLATE ----- TYPICAL SECTION TYPICAL SECTION
5.0 C.F.W, 2/M16 CHEMSETS
150 EMBEDMENT INTO SLAB
65 MIN EDGE DISTANCE
J
100x50 HDWD
ZdTX(pi) ~ STEEL POST CONNECTIONS NAILING PLATE
V/ TYPICAL DETAIL 2/M12 TO SHS
FRAME/BEARER. UPPER FLOOR
V
12x300mm M.S.
SIDE CLEAT
BEYOND FOR FB2,
4-M16 (8.8/S)
I o FB8
BOLTS. o
o
12X300MM M.S. SIDE
CLEAT, 4-M16 (8.8/S)
L 50 Mox.
d STEEL
BEAM
-
(
} 8mm WEB STIFFENER
5.0 C.F.W
BOLTS.
f —10mm TOP PLATE
5.0 C.F.W,
II "■■■■ 100X100X6
SHS (GALV)
_100X100X6
SHS (GALV)
L_
-- ---- (PI) - SHS
STEEL POST
10mm BASE PLATE ----- 100x100x6
5.0 C.F.W, 2/M16 CHEMSETS
150 EMBEDMENT INTO SLAB
|o I bl----
J LOWER FLOOR TERRACE
SHS (GALV)
65 MIN EDGE DISTANCE v
3 U
THIS DRAWING AND ASSOCIATED DETAILS
H TT 12MM M.S. BASE
PLATES 2/N16
• WHISKERS EACH
<
5?
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 32038-N.
si| PLATE, PROVIDE
65 MIN. SLAB
EDGE CLEARANCE.
Revision Description Date
/D2\ (pi) ~ STEEL POST CONNECTIONS (SBF) ~ BRACING FRAME/POST
Issue:
TYPICAL
V17 TYPH “ DETAIL TYPICAL DETAIL PRELIMINARY
Unit 1/11 Project Ave,
) SCO
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
i
..J? CONSULTING
wetxwww.scg-engineers.com
ENGINEERS ABNXOOWWI 899
Title:
LOWER LEVEL WALL FRAMING PLAN
Project
31 Edward St
Noosaville
Date: Drg No. Rev."
4 Oct 2023 32038 -S3.2
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