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Appendix E - Structural Engineering Drawings (Issue 1 - Dated 07-02-2023) · EXE23/0035
WATER PROOFING TO
75mm (Galv.) BATTEN ARCHITECTS DETAILS
SET STEEL BEARER STAINLESS STEEL FRAMING
SCREWS FROM JOIST
8 TOP CLEAT CERAMIC TILES OVER M12 BOLT TO DOWN 5mm BELOW ANCHOR FROM JOIST TO
TRIMMER FIXED INTO
2 M12 BOLT F.C SHEETING. TO EXISTING JOISTS ADJACENT BEARER. BEARER. 4 2.8Ø HDG NAILS
END GRAIN FB1 - (Galv.) PFC
BUILDERS DETAILS EACH LEG.
70
FLOOR BEARER
J1 J1 60 J1
5mm
J1 xJ
JT1
EXISTING DECK FB1 FB2
JOIST.
FB1 BEARER FULLY WRAPPED
IN SCYON / F.C SHEETING
HDWD BEARER BOLTED EXISTING HDWD
THRU TO EXISTING WITH BEARER. 8 WEB STIFFENER NOTCH TOP AND BTM
M12 - 450ctrs STAGGERED. FLANGE FOR WEB
(NO MORTAR JOINT FIXINGS) CONNECTION. 2 M12 BOLTS
10 CAP PL.
2 M16 BOLTS (C1) SHS STEEL
POST
EXISTING UN -
REINFORCED HOLLOW
BLOCK WORK
DECK FRAMING CONNECTION PFC / POST CONNECTION
Check all dimensions before commencement of work.
SECTION A DETAIL 1 Check Site boundary dimensions from the Title plans.
Check Building Boundary clearances by set out.
SCALE A1 - 1:10 SCALE A1 - 1:10 S1.01 Notwithstanding the information supplied on this drawing, the
S2.01
SCALE A3 - 1:20 SCALE A3 - 1:20 location, depth and extent of underground or overhead services
are to be confirmed and protected on site by the contractor prior
to commencement of works.
CERAMIC TILES OVER M12 BOLT TO 8 SIDE CLEAT
1 07.02.2023 FOR CONSTRUCTION MS
F.C SHEETING. TO EXISTING JOISTS 1 M12 BOLT (Galv.)
P1 22.12.2022 PRELIMINARY MS
BUILDERS DETAILS
Issue Date Description By
Drawing title -
J1 xJ UPPER FLOOR FRAMING DETAILS
EXISTING JOIST
5 x d Min. SIDE
HOLE EDGE (C1) SHS STEEL
CLEARANCE. EXISTING DECK POST Project -
JOIST.
B ER
RM
EM PROPOSED DECK
BE HDWD BEARER BOLTED
TIM THRU TO EXISTING WITH EXTENSION
M12 - 450ctrs STAGGERED. 75 x 6 ANGLE BRACKET
2 M12 BOLTS EPOXY SHS POST/Ex. BEARER CONNECTION
(d) = BOLT DIAMETER.
GROUTED INTO 150mm Client -
TIMBER BOLT HOLE CLEARANCE INTO MASONRY PIER.
SCALE A1 - 1:10 DETAIL 3 Paul Cooper Homes
SCALE A3 - 1:20 SCALE A1 - 1:10 S1.01
EXISTING UN - EXISTING CORE
SCALE A3 - 1:20
REINFORCED HOLLOW FILLED 190sq
BLOCK WORK MASONRY PIER
Site -
24 Attunga Heights,
BEARER/MASONRY PIER CONNECTION Noosa Heads
EXISTING 190sq MASONRY 150 R16 DOWEL BAR x 500(L) DETAIL 2
PIER TO BE CORE FILLED Max. CAST INTO WALL AND SCALE A1 - 1:10 S1.01
AND REINFORCED. GREASE ONE END. SCALE A3 - 1:20 Consulting Civil &
150mm EMB'T.
Structural Engineers
Project Management
ASSOCIATES PTY LTD
EPOXY GROUTED SPECIFICATIONS: & Planning
ALL BOLTS AND DOWEL BARS TO BE GROUTED IN USING
RAMSET CHEMSET REO 502 PLUS AND INSTALLED AS 124 DUPORTH AVENUE
PER MANUFACTURERS SPECIFICATION.
PO BOX 16 MAROOCHYDORE QLD 4558
NEW 190(w) CORE FILLED
E-MAIL: [email protected]
FLEXIBLE SEALANT N12 BAR EACH SIDE
EACH SIDE OF JOINT MASONRY Ph (07) 5443 7777 Fax (07) 5443 7577
Approved:
BLOCK WALL KEVIN COVEY
CHRIS CAMP
BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
BEng(Hons), MIEAust, RPEQ4944
MOVEMENT JOINT Checked : MC Design : SC Drawn : MS
SCALE A1 - 1:10 Scales : AS SHOWN
SCALE A3 - 1:20
Document Stage : CONSTRUCTION
Project : 223315 Sheet No. S2.02
Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
c:\12dS\data\12DSERVER\223315_2620\DWG Covey\Struc\Uncontrolled\223315 - STRUC.dwg Plot 08 Feb, 2023 - 08:34
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