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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 SHE
INSPECTION REQUIREMENTS.
UMBER FRAME SPECIFICATION N3
UPPER FLOOR - LOAD BEARING
MEMBER SIZE/GRADE COMMENT
Top Plates 1/90x45 (F8) + Not trenched
1/90x35 (FB)
Studs 0 450 90 x 35 (FB) 2700(H) Mox.
Studs 0 450 140 x 35 (F8) 5800(H) Max.
Btm. Plate 90 x 45 (FB) Not trenched
90 x 35 F8 Where on slob
Noggins 90 x 35 (FB) At HOOcts max.
140 STUD FRAME DOUBLE
LOWER STOREY OF 2 - LOAD BEARING
SWYFUUHT
MEMBER SIZE/GRADE COMMENT
1
Top Plate 90 x 45 (FB) Not trenched (P3)0
Studs 0 45D 90 x 35 (F8) 2700(H) Mox.
Not notched 3.6 (PB)
2/90 x 35 (F8) 3600(H) Max.
Not notched
Btm. Plate 90 x 35 (F8) Not trenched
II
Noggins 90 x 35 (F8) At HOOcts max.
.L III
FB OVER g
Jomb etuds as per AS 1684.2.______
NON-LOAD BEARING________ §
o
' •—I-
y (pi) (PI)
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MEMBER SIZE/GRADE COMMENT _L8_(PBj
£ II I
s1
Top Plate
Studs 0 450
90 x 35
90 x 35 B §i FB OVER
1.8 (PB) II
III
ALTERNADVE 190 SINGU
t
Btm. Plate
Noggins
90 x 35
90 x 35 B Mid Hl. 8I
^1
o
EB
1.8 (PB)
-44—
SKIN BLOCKWORK
I
I
I
NOTE : 70x 35 (F8) con be used in ta of 90 x 35 (FB)
internal non-loadbeoring where approved by architect i(pl) si I
M(P1) =1
03
- J (Pl)
11 C(WB) (WB)
3.2
1.8 (PB)
§
o
E
FB OVER
FB OVER
1.8 (PB)
1.8 (PB)
(PI)
^~206T 45"?
/ 1^ (WB)
QC
§
E
II
II
II
II
II
'' u;
II m
II
z
z I
I
I
I
'DI II I
VS3.2 II I
II I
II
3.0 (PB)
BRACING KEY
2-40 x 45
j-—BRACING PANEL LENGTH.
1.8 (PB) <-------BRACING PANEL TYPE 140 STUD FRAME DOUBLE 75mm GREENBOARD WAU CLADDING -
STOREY FUU HT INSTALLED TO SUPPUERS SPECIFICATION
(PB) - 4.0mm F27 PLY FIXED IN ACCORDANCE WITH I
THE MANUFACTURERS REQUIREMENTS TO I
ACHIEVE 6.0kN/m I
LEGEND THIS DRAWING AND ASSOCIATED DETAILS
• Ml 2 (U.N.O) ANCHOR ROD FROM ROOF LOWER WALL FRAMING PLAN MUST BE READ IN CONJUNCTION WITH
BEAM/TOP PLATE TO aOOR BEARER/FLOOR THE NOTES CONTAINED ON 32038-N.
SLAB U.N.O.
------ BRACING PANEL REFER BRACING KEY FOR SIZE
TYPE AND STRENGTH. ANY CONNECTION DETAIL NOT NOMINATED
PROVIDE 100x50 HDWD NAIUNG
BL# BLOCK UNTEL REFER DRG S.3.2 FOR DETAILS. PLATE TO TOP OF BLOCKWORK SHAU BE IN STRICT ACCORDANCE WITH Revision Description Date
AND STEEL UNTELS M12-900. AS1684.2 RESIDENTIAL DMBER FRAMED
*(WB) 3(No.) M12 MASONRY BOLTS FROM STUD WAU
CONSTRUCTION. Issue:
TO CORE FILLED BLOCK WAU, EQUAUY SPACED
UP STUD.
PRELIMINARY
FB OVER FLOOR BEAM OVER REFER FLOOR FRAMING PLAN Unit 1/11 Project Ave,
AU BRACING WAUS TO BE
^SCG
Noosa Heads
(Pl) 89 x 89 x 3.5 SHS POST. (GALV.) where exposed AU UNTEL SIZES NOTED ON ENGAGED TO ROOF/FLOOR
Ph (07) 5456 5604
(P2) 3/ 100 x 100 x 5.0 SHS POST. (GALV.) where exposed
PLAN ARE TO BE VIA SHEAR BLOCKING AS 8 JP CONSULT1NS
email:admin@sc^enc>neers.<xm
E13 LVL'S U.N.0 DETAILED ON STANDARD web:vww.scg-engineers.com
(P3) MIN 125 SO x 6.0 SHS POST. (GALV.) where exposed BRACING SHEETS FD1.1 l . ENGINEERS ABN 40 006 481 899
Title:
190 GROUT RUED BLOCK WALLS, N12 LOWER LEVEL WALL FRAMING PLAN
VERTICALS AND HORIZONTALS AT 800 CTRS AND
FULL PERIMETER OF AU OPENINGS, ADDITIONAL Project
AU STUDS TO SHS POSTS WITH 6 14G
VERTICALS WHERE NOTED ON PLAN. 31 Edward St
WING TEK SCREWS EQUAUY SPACED.
89 SHS BRACING FRAME WITHIN THE DMBER Noosaville
(SBF) WAU FRAME REFER DETAILS. 0 1 2 3 4 j5m 1:100 © A2 Rev.
Date: Drg No.
Oct 2023 32038 -S3.1
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