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Enginerring plans RESERVE STREET NEW RESIDENCE REV B
Plans and drawings
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Log in to see the plans as drawn TIMBER BEAM/LINTEL
2/75 X 3.05 mm
SKEW NAILS
TIMBER BEAM TIMBER BEAM TIMBER BEAM
BEARER
N
10 CLEAT AND CAP PLATE. 10 CAP AND CLEAT PLATE.
STEEL COLUMN STEEL COLUMN
2/M12 4.6/S BOLTS 2/M12 4.6/S BOLTS.
TYPICAL U.N.O.
CONTINUOUS BEAM
TYPICAL TIMBER BEAM TO STEEL COLUMN
DISCONTINUOUS BEAM
T I
JOIST TO BEARER CONNECTION DETAILS
SCALE 1:20
O
CONNECTION DETAILS
SCALE 1:20
U C
T R
2/FRAMING ANCHORS,
4/2.8mm DIA. NAILS EACH
N S TIMBER BEAM/LINTEL
O
END OF EACH ANCHOR.
RA
FT
R
ER C STEEL COLUMN
10 CLEAT PLATE.
2/M12 4.6/S BOLTS
FO WALL OR ROOF BEAM
ALTERNATIVE TIMBER BEAM TO STEEL
O T
RAFTER TIE-DOWN DETALS
SCALE 1:20
COLUMN CONNECTION DETAILS
SCALE 1:20
DO NOT SCALE FROM DRAWING
ALL SCALES ARE AS SHOWN (A3)
N
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A PRELIMINARY ISSUE 22.08.22 C.Y. EMAIL [email protected]
C.Y. C.Y. AUG 2022
WEB www.peerce.com.au CHECKED APPROVED
B PRELIMINARY ISSUE 29.08.22 C.Y.
PROPOSED NEW DWELLING N.Z.
MOBILE 0425 885 440
LEIF O'BRIEN CONNECTION DETAILS
POST PO BOX 5296 56 RESERVE STREET, DRAWING No. REV.
ALGESTER, QLD 4115
POMONA QLD 4568 PCE2211 - S07 B
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