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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.
TIMBER FRAME SPECIFICATION N3
UPPER FLOOR - LOAD BEARING
MEMBER SIZE/GRADE COMMENT
Top Plates 1/90x45 (F8) + Not trenched 140 STUD FRAME DOUBLE
1/90x35 (F8) STOREY FULL HT ~
Studs 6 450 90 x 35 (F8) 2700(H) Max. (P3) OUTLINE OF ROOF OVER OUTLINE OF ROOF OVER
□ l£^g
J(P')
Studs © 450
Btm. Plate
140 x 35 (F8)
90 x 45 (F8)
5800(H) Mox.
Not trenched n 197PB) 200 x 45
I
90 x 35 F8 Miere on slob
Noggins 90 x 35 (F8) 3.6 (PB)
At llOOcts max. OF ROOF OVER I X
I
LOWER STOREY OF 2 - LOAD BEARING ~
)s| |e i—STEEL
MEMBER SIZE/GRADE COMMENT ¥ BEAM
Top Plate 90 x 45 (F8) Not trenched 170 x 45 §
Studs 0 450 90 x 35 (F8) 2700(H) Max. J^TsJpb)” 2
2.1 (PB)
o
2
8mm WEB STIFF LNERS
Not notched 5.0 C.F.W.
I
r
2/90 x 35 (F8) 3600(H) Max.
go
Btm. Plate
Noggins
90 x 35 (F8)
90 x 35 (F8)
Jemb studs os per AS 1684.2.
Not notched
Not trenched
At HOOcts mox.
s
I
i?l
xl
?l
til
's'
I 10mm TOP PLATE
5.0 C.F.W,
4/M16 BOLTS
^1
NON-LOAD BEARING iH f—q(p1)
MEMBER SIZE/GRADE COMMENT si s (WB) (WB) | ALTERNATIVE 190 SINGLE
Top Plate
Studs © 450
Btm. Plate
90 x 35
90 x 35 S!
90 x 35 (F8) I (WB)
”>(WB)
(WB)*
(»B)* F[W
SKIN BLOCKWORK
(PI) - SHS
Noggins 90 x 35 (F8) Mid HL
I J(P1) STEEL POST
NOTE : 70x 35 (F8) can be used in lieu of 90 x 35 (F8) s 115
internal non-loadbeoring where approved by architect
*1 iS I* 100 x 250 x 10mm
END PLATES, 5.0 C.F.W
s!i gi
s I I " I-
2/M16 CHEMSET.
o
CD i
1.8 (PB)
]___ co 1
O I 30mm RECESSED
INTO TOP OF
BLOCK WORK
BRACING KEY 170 x 45 ST CO f
I
§
“ I o
—BRACING PANEL LENGTH. o 1 m
o Is
I X
1.8 (PB) <-------BRACING PANEL TYPE.
. OUTLINE OF ROOF IB STEEL POST CONNECTIONS
3ZW) OVER 19_(PB) i
(PB) - 4.0mm F27 PLY FIXED IN ACCORDANCE WITH TYPICAL DETAIL
THE MANUFACTURERS REQUIREMENTS TO
ACHIEVE 6.0kN/m (P2)
ooo
_200j< 45_
r)
140 STUD FRAME DOUBLE
LEGEND STOREY FULL HT
• M12 (U.N.O) ANCHOR ROD FROM ROOF
BEAM/TOP PLATE TO FLOOR BEARER/FLOOR WALL FRAMING PLAN
SLAB U.N.O.
------ BRACING PANEL REFER BRACING KEY FOR SIZE
TYPE AND STRENGTH. THIS DRAWING AND ASSOCIATED DETAILS
*(WB) 3(No.) M10 MASONRY BOLTS FROM S1UD WALL MUST BE READ IN CONJUNCTION WITH
TO CORE FILLED BLOCK WALL EQUALLY SPACED THE NOTES CONTAINED ON 32038-N.
UP STUD.
RB OVER ROOF BEAM OVER REFER ROOF FRAMING PLAN PROVIDE 100x50 HDWD NAIUNG ANY CONNECTION DETAIL NOT NOMINATED ALL STUDS TO SHS POSTS WITH 6 14G
PLATE TO TOP OF BLOCKWORK SHALL BE IN STRICT ACCORDANCE WITH WING TEK SCREWS EQUALLY SPACED.
(PI) 89 x 89 x 3.5 SHS POST. (GALV.) where exposed AS1684.2 RESIDENTIAL TIMBER FRAMED
AND STEEL UNTELS M12-900.
CONSTRUCTION. Revision Description Date
(P2) 3/ 100 x 100 x 5.0 SHS POST. (GALV.) where exposed
Issue:
(P3) 250 x 250 x 6.0 SHS POST. (GALV.) where exposed
PRELIMINARY
ALL BRACING WALLS TO BE
190 GROUT FILLED BLOCK WALLS, N12 ALL UNTEL SIZES NOTED ON ENGAGED TO ROOF/FLOOR Unit 1/11 Project Ave,
VERTICALS AND HORIZONTALS AT 800 CTRS ANO
OSCG
PLAN ARE TO BE VIA SHEAR BLOCKING AS Noosa Heads
FULL PERIMETER OF ALL OPENINGS, ADDITIONAL
E13 LVL’S U.N.O DETAILED ON STANDARD
VERTCALS WHERE NOTED ON PLAN. Ph (07) 5455 5604
BRACING SHEETS FD1.1 8 email :admin@stg^ngineera,«>m
a web:www.scg.engineers,com
i ENGINEERS ABN 40 008 481 899
Title:
FIRST FLOOR WALL FRAMING PLAN
Project
31 Edward St
Noosaville
0 1 2 3 4
jml: 100 © A2 ii Date:
Oct 2023
Drg No.
32038 -S5.1
Rev7
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