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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
_FLOOR FRAMING SCHEDULE
BUILDERS TO REFER DRAWING S1.1 FOR SITE MARK SIZE/GRADE
INSPECTION REQUIREMENTS. JI 150 x 45 (El 3) LVL JOISTS 8 450 CTRS
J2 200 x 45 (E13) LVL JOISTS 8 450 CTRS
J3 240 x 45 (F14) JOISTS 8 450 CTRS
FBI 250 UB 25.7 STEEL BEARER
FB2 300 PFC STEEL BEARER
FB3 250 UB 37.3 STEEL BEARER
FB4 240 x 45 (E13) LVL BEARER
FB5 250 PFC STEEL BEAM
FWP 150 x 45 (E13) LVL WALL PLATE
NP NAILED PLATE
HATCHING INDICATES NOTCHING OUT TO
HLL WITH 240 x 45 LVL 8300 CTRS — FLOOR WET AREAS OR PACKING TO DJ DOUBLE JOIST, NAIL LAMINATE
FLOOR OUTSIDE WET AREA WHERE J2 (LU) UNTEL UNDER, REFER BRACING PLAN
* INDICATES MEMBER WITHIN FLOOR DEPTH
(pu) T ! J3-300, Ji i------------------------ NP (HD) - LA. timber to be LVL15 In xxadonce erto AS4357.
- Al e^osed timber to be H3 treated.
M1! S' — H - Al etftoMd lam'nited trnbers to be eenke does 3 or better
p
with dl end grorts oeoied
- It Is further recommended that once seaM, members should
haw a 'mdthdd' cowr strip (or srnlar) applied to dl tap edges
of dedc joists 4 dedr bearers to ogdn mlnbolse the Ingress of
:l f I j VOID
moistrxe.
- Whore LVL's or Laminated TT de used In a LOST H3
i!F U
pl__________ JJ application please refer Manufacturer's specifications and guide
JB2^_ JW)__JjHD) _ -------- lines far best nstdlotkn.
r
- (COHT.) Indicates Continuous owr 2 spans d more Spans to
—
F
be no more or less than 20X greater than adjacent span Id
J (pu)Mc) J3 J3
(PU)
J3
(C) JI continuity.
-HOW dedc joists suppdting cdnpoelte deddng bodds to be
e'i ------- ------------------- -H
I;■1 jiJI j, J3 .__ J reduced to 300ctra or ae manufacturers requ'remonts
o
I|_(a)FB4*
i —IT
S' J J-/S J
I
£ J2 J2 ML1
'i -II
A\//
Hpu) FWP I
- -I- i _ i X
I (pu) FWP | 'FW>~/b'
I' (pu)1 (Zz
II J2 ]Kep) II
u," JI
JI I 1 1
O —
J L/B 'l 11
£ I FB4* H
J3 ’i1
1,1
(C) J3 | J3 J3 (PU) 3ll
-=^D)’ FBI* JI
r---— '(LU)' ------- =*1
FB2*
—<2|| -
J3
h
.VOID 13 'i
I II
(LU) 'I 1
(PU)'
J3-200 NP (HD)
nil WITH 240 x 45 LVl 0200 CTRS —
LEGEND FLOOR FRAMING PLAN
L/B INDICATES LOAD BEARING WALL UNDER.
(PU) INDICATES SUPPORT POST UNDER REFER WALL All BOLTED TIMBER CONNECTIONS ARE THIS DRAWING AND ASSOCIATED DETAILS
FRAMING PLAN FOR SIZE. TO HAVE 5 x D MIN. END CLEARANCE. MUST BE READ IN CONJUNCTION WITH
PROVIDE CLEARANCE LVL NAILING WHERE D = BOLT DIAMETER.
(LU) INDICATES UN TEL UNDER REFER LOWER WALL THE NOTES CONTAINED ON 32038-N.
FRAMING 4 BRAQNG PLAN FOR TYPE/SIZE. BETWEEN TOP OF JOIST JOIST HANGER PLATE M12-600 JOIST HANGER
4 TOP OF STEEL JOISTS TO PLATE JOISTS TO PLATE
^A) 125x75x10 UA ANGLE CLEATS FOR TIMBER BEAM
CONNECTIONS, 2/M16 BOLTS EACH LEG
80mm Min. END CLEARANCE ON ALL TIMBER HOLES. FLOOR FLOOR FLOOR
JOIST JOIST JOIST ANY CONNECTION DETAIL NOT NOMINATED Revision Description Date
REFER DETAILS Drg. FD1.1/FD1.2
SHALL BE IN STRICT ACCORDANCE WITH
AS1684.2 RESIDENTIAL TIMBER FRAMED Issue:
(EP) 10mm M.S. END PLATE TO STEEL BEAM
FOR BLOCKWALL CONNECTIONS 5.0mm C.F.W. / UB STEEL PFC STEEL
CONSTRUCTION.
PRELIMINARY
BEAM BEAM
4/M16 CHEMSETS 150 EMBEDMENT TO BLOCKWALL
80mm Min. EDGE DISTANCE ON CHEMSETS LVL NAILING PLATES, Unit 1/11 Project Ave,
>SCG
M12-600 STAGGERED. Noosa Heads
REFER DETAILS Drg. FD1.1/FD1.2 J
Ph (07) 5455 5604
email:admin@scg -engineers.com
10mm M.S. SIDE CLEAT TO STEEL BEAM r^\ FLOOR JOIST TO STEEL BEAMS
l(c) FOR STEEL BEAM CONNECTIONS Vy TYPICAL DETAILS
PROVIDE DOUBLE JOISTS UNDER ALL LOAD
BEARING AND BRACING WALLS RUNNING s
I * CONSULTING
ENGINEERS
web:www.scg-engineers.com
ABN40 0BA441 B99
5.0mm C.F.W., 2/M20 BOLTS,
PARALLEL TO JOISTS. Title:
REFER DETAILS Drg. FD1.1/FD1.2 FIRST FLOOR FRAMING PLAN
*(HD) 2/M16 HOLD DOWN BOLTS CAST 600 MIN INTO
BLOCK WALL Project
31 Edward St
REFER DETAILS Drg. FD1.1/FD1.2
Noosaville
0 1 2 3 4 i5m1:100 © A2 Date: Drg No. Rev7
Oct 2023 32038 - S4.1
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