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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
80 MIN. END
CLEARANCE ON
HOLES 80 MIN. END 80 MIN. END 80 MIN. END
80 MIN. END CLEARANCE TIMBER CLEARANCE TIMBER
CLEARANCE TIMBER
CLEARANCE ON ON HOLES ON HOLES STEEL POST
HOLES 50 MIN. SIDE ON HOLES
50 MIN. SIDE
CLEARANCE ON i CLEARANCE ON
50 MIN. SIDE TIMBER HOLES I TIMBER HOLES
r
o
CLEARANCE ON
HOLES
r STEEL
BEAM STEEL TIMBER BEAM
VT
STEEL BEAM
STEEL PEC UB/UC BEAM
BEAM
BEAM 10mm SIDE CLEAT 10 mm M.S. SDE CLEAT
125x75x10 UA 125x75x10 UA z 10 mm M.S. SIDE CLEAT 5.0 C.F.W. 5.0 C.F.W. 10 mm M.S. SIDE CLEAT 1
10 mm M.S. SIDE CLEAT BEAM, NOTCH ENO INTERSECTING
INTERSECTING 2/M16 BOLTS TO BEAMS 2/M16 BOLTS TO BEAM INTERACTING 5.0 C.F.W. 2/M16 BOLTS TO BEAMS 2/M16 BOLTS TO ROOF BEAM 5.0 C.F.W.
INTERSECTING 5.0 C.F.W. INTO WEB OF UB BEAM
BEAM 80 MIN. END CLEARANCE ON 2/M16 CHEMSET 150 EMBEDMENT PFC/UB, NOTCH END 3/M2O BOLTS 80 MIN. END CLEARANCE ON 80 MIN. END CLEARANCE ON 2/M16 BOLTS TO TIMBER BEAM
TIMBER HOLES PFC/UB 3/M20 BOLTS TIMBER HOLES
INTO WALL INTO WEB OF UB/UC TIMBER HOLES 80 MIN. END CLEARANCE ON
TIMBER HOLES , ,
TIMBER BEAM CLEAT (Al) ~ TIMBER BEAM CLEAT SIDE CLEAT (Cl} SIDE CLEAT /TX(C2)-ISIDE CLEAT
\Z/ CONNECTION DETAILS CONNECTION DETAILS W CONNECTION DETAILS CONNECTION DETAIL VV CONNECTION DETAIL
- 80 MIN. END
80 MIN. END CLEARANCE ON
CLEARANCE TIMBER 50 MIN. SIDE
HOLES CLEARANCE ON
ON HOLES
80 MIN. END HOLES/^
10mm WEB STIFFENER 50 MIN. SIDE CLEARANCE ON
5mm C.F.W.
I r CLEARANCE ON
TIMBER HOLES^
HOLES
10mm WEB STIFFENER,
5.0 C.F.W. |
n ^1 T
-a I 50 MIN. SIDE
5| ~"y * hoies
CLEARANCE ON
T STEEL UB
VT
TIMBER BEAM
PFC STEEL INTERSECTING BEAM
BEAM BEAM
10mm END PLATE 5mm C.F.W. 10mm END PLATE 10mm END PLATE 5mm C.F.W. INTERSECTING
INTER! :cting INTERSECTING 10 mm M.S. BENT CLEAT GALVANISED 125x75x10 UA 12mm SIDE CLEAT
10mm END PLATE 4/M16 CHEMSETS 5mm C.F.W. 3/M16 CHEMSETS BEAM
BEAM INTERSECTING BEAM 150 EMBEDMENT INTO BLOCKWALL 2/MI 6 BOLTS TO BEAM INTERSECTING UB, 6.0 C.F.W. AND
INTERSECTING 5mm C.F.W. 150 EMBEDMENT INTO BLOCKWALL 4/M12 BOLTS 2/M16 BOLTS EACH LEG NOTCH END INTO
80mm M'm. EDGE DISTANCE ON CHEMSETS BEAM 80mm Min. EDGE DISTANCE ON CHEMSETS 80 MIN. END CLEARANCE ON 2/MI 6 CHEMSET 150 EMBEDMENT 4/MI 6 BOLTS
STEEL BEAM 4/M16 BOLTS INTO WALL WEB OF UB
TIMBER HOLES
Q(EP) ~ END PLATE
CONNECTION DETAIL
(EPI) ~ END PLATE
CONNECTION DETAIL
Q(EP2) END PLATE
CONNECTION DETAIL
ZT\(EP-3)~ END PLATE
V/ connection detail
/A(8) ~ TIMBER BEAM CLEAT
TYPICAL DETAIL e<B,) TIMBER BEAM CLEAT
CONNECTION DETAIL
/TA (C3) ~ SIDE CLEAT
connection detail
r 3
/ TIMBER STEEL 8mm WEB STIFFENER
\ BEAM BEAM 5.0 C.F.W
END CLEARANCE 10mm TOP PLATE 10mm TOP PLATE
5xD MIN 5.0 C.F.W, 2/M12 BOLTS 5.0 C.F.W,
2/M20 BOLTS FOR PFC
4/M16 BOLTS FOR UB/UC
-STEEL POST
10mm BASE PLATE -------1 ; ' 10mm BASE PLATE
TIMBER 5.0 C.F.W, 2/M16 CHEMSETS/ ! ' 5.0 C.F.W,
D=BOLT BEAM 150 EMBEDMENT INTO SLAB \ ; 2/M20 BOLTS FOR PFC
65 MIN EDGE DISTANCE \ 4/M16 BOLTS FOR UB/UC
DIAMETER
/^\ BOLT END CLEARANCE
V7 CONNECTION DETAIL
65 MIN
EDGE DIST.
9 -n- 8mm VEB STIFFENER
5
STEEL BEAM
foil
5.0 C.F.W
AA STEEL POST CONNECTIONS
TIMBER BEAM Vi/ TYPICAL DETAIL
I 2/M16
10mm WEB
STIFFENERS
5.0 C.F.W
Revision Description Date
10mm FABRICATED-----
L-BRACKET NOMINATED POLE Issue:
80mm END CLEARANCE PLATE 0 Ml 2-600 PRELIMINARY
50mm SIDE CLEARANCE STAGGERED.
ON TIMBER HOLES Unit 1/11 Project Ave,
< M16 ROD CAST
600 INTO
BLOCK WALL
2/M16 RODS CAST 600
INTOWALL/BLOCK PIER
GROUT PACK
UNDER BEAM
S
i
1SCG CONSULTING
ENGINEERS
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 086 481 899
8
AA (HD) ~ HOLD DOWN BOLT & BRACKET AA (HD) ~ HOLD DOWN BOLT TO STEEL BEAM WALL plate to block wall connection Title-
FRAMING DETAILS
CONNECTION DETAILS V/ CONNECTION DETAILS W TYPICAL DETAIL
Project
31 Edward St
Noosaville
Date: Drg No. Rev.
s Oct 2023 32038 -FD1.2
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