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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
s
2/30 x 0.8mm Gl
IX Edge TOP PLATE
STRAPS 6/2.8mm« nLl
BRACING PANEL SPECIFICATION (n>ra,kN/m)
NAILS EACH END.
Mark Type S. Edge S. Edge Vert|S. Int. Strength
W 4mm (F27) Ply 150 150 300 6.0 ALL CORES GROUT FILLED WITH
HHHh
BRACING
PANEL " (VB) 6mm Vlloboord 150 150 150 2.9 COMPACTED 20MPa GROUT, PROVIDE
8 CLEAT OUT BLOCKS AT BASE TO UNTEL
1^ CM
(HB) 6mm Hordiboard (i) 150 150 150 2.9 ENSURE FULL DEPTH GROUTING REINFORCING AS
"k (FC) 6mm Fibre Cement 150 150 150 2.9 PER DETAILS
100
MAX.
BOTTOM PLATE
(GP) 10mm Plasterboard
(PB1) 7mm (F11) Ply
150
50
150
100
150
100
1.8
8.7
ru
(1) Hardboard indudes Htrdflex and Harditex Sheets. VERTICAL REFER PLAN FOR
BRACING WALL EXTERNAL WALL. END OF BRACING - Minimum clout size 28# x 30mm, 40mm Pketertyoard douts for Gjprodc REINFORCING i ADDITIONAL VERTICALS
DESIGN STRENGTH - 6.0kN (F5 4 F8 Pine)
PANEL TIE-DOWN
1 ANCHOR ROOS / BOLTS AS NOTED. L-t -K' BESIDE OPENINGS
BRACING WALL TO EXTERNAL WALL TIE-DOWN REQUIREMENT
SHEET BRACING WALL
AS PER PLAN.
h-'
i
HORIZONTAL
REINFORQNG
I -HT
i
i
AS NOTED.
Jj- PROVIDE SILL BARS
I
g.
Mr
STRAP UNTEL TO TOP
r- PLATE AS PER TRADAC i 'I
Mr
199_\ z_ W41N.
max. Z
RAFTER, PURUN, STUD SIZED SHEAR
RAFTER, PURLIN, STUD SIZED NOGGIN, ROOF TRUSS —| BLOCKS, 2/100mm
zE
UNTEL [
ROOF TRUSS
BTM CHORDS
] 1/FRAMING ANCHOR EACH
ENO 6/28mm0 NAILS EACH
BTM CHORDS BATTEN SCREW EACH
BLOCKj
STARTER BARS CAST
INTO TIED SLAB OR
FACE FOOTING LAP WITH
END CLEARANCE
STUD SIZED SHEAR VERTICAL WALL BARS.
NOTE 5xD MIN FOOTING
ANY DETAIL NOT NOMINATED BLOCKS, 2/100mm
HEREIN SHALL BE IN STRICT BATTEN SCREW EACH
BLOCK.
ACCORDANCE WITH THE N3 TIMBER TYPICAL BLOCK WALL REINFORCING.
JAMB STUDS AS FRAMING MANUAL AS1684.2-1999.
NOMINATED. BRACING \ CLEARANCE s CLEARANCE
WALL BRACING BETWEEN TRUSS
BETWEEN NOGGIN TIMBER
WALL AND PLATE.
AND PLATE BEAM
D=BOLT N12 TIES 400
DIAMETER CTRS VERTICALLY
DESIGN STRENGTH - 7.0RN (F5 4 F8 Pine) DESIGN STRENGTH - Z.OkN (F5 4 F8 Pine) 600 LAP
BOLT OR ROD TO SLAB
OR FLOOR FRAME.
TIE-DOWN REQUIREMENT
ROOF MEMBERS PARALLEL TO BRACING WALL ROOF MEMBERS PERPENDICULAR TO BRACING WALL BOLT END CLEARANCE
w
TYPICAL DETAIL BLOCKWORK CORNER TIE-IN
STUD WALL STUD WALL
ANCHOR
LOAD BEARING/ ROD OR ANCHOR ROD LOAD BEARING/
ANCHOR ROD OR BRACING WALL. BOLT AS FLOOR JOISTS, 1 OR BOLT AS FLOOR JOISTS, ANCHOR ROD OR BRACING WALL
BOLT AS SPECIFIED. SPECIFTED. FRAMING ANCHOR SPECIFIED. 1 FRAMING BOLT AS SPEdFIED.
I EACH END.
L ANCHOR EACH
I
I
l FLOOR JOISTS, 1 FRAMING
I END.
I ANCHOR EACH END. ------- -I
I
rUr r I
—
TWO NAILING PLATES SOUD EMBER TWO NAIUNG PLATES SOUD EMBER Revision Description Date
—1 I BLOCKING PIECE EACH END 6/2.8mm« —1 I------- BLOCKING PIECE DOUBLE FLOOR
EACH END 6/2.8mm« SOLID TIMBER FLOOR JOISTS, 1
100X50 ON EDGE MIN. NAILS EACH FACE 100x50 ON EDGE MIN. SOUD TIMBER JOISTS NAIL Issue:
NAILS EACH FACE FRAMING ANCHOR
BLOCKING PIECES. UNDER-BATTEN. LAMINATED. EACH END. PRELIMINARY
WALL TO TIMBER FLOOR FIXING WALL TO TIMBER FLOOR FIXING WALL TO TIMBER FLOOR AXING WALL TO TIMBER FLOOR FIXING
) see
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
I
email:[email protected]
Jb consulting web.www.scg-engineers.com
ENGINEERS ABN 40 000 401 809
Title:
FRAMING DETAILS
Project
31 Edward St
Noosaville
I Date: Drg No. Rev.
s Oct 2023 32038 - FD1.1
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